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'~l , ; • ',y~-~- . - .4 - - _ • ♦ ~'1~ ' • I, X '3 ' 93 • ~ 99/ - C . 0 ' SH'GF ~ - • _ ~ ~ ~ ~ ' J989 ^ ~ cl o . 19p4T { 2013 , ~ wW ••s...... r O ` ~ •~~..~.~j. w ~ ' ~ ~ TAGGART EN,GINEERI.iVC & SURVEYIfVG - 'Licensed: Suite 1745 Idaho Office: Wash'ingtoa - 1963 N. 2128 Pines '.Road, Rt., 2 8ox 22 ~ tdaho, •,:1968 Spoliane; WA-_99206 Potlatch, ID 93955 1-600•6374074-NATtONAI 1-509=924=9993 1-2087875-0555 ~ ~ J,ul.y 10, 1990 'Sco'tt Ed'gar Spokane -Coun-ty. Eng-ineer's Of f ice ;N. 8,11_ JeFf,er.son, Spotcane, Washington 9.9260 Subject: Ed,;Slouka',s Drainage for Shor-t Plat 89-604 Aear Mr. Edgar: Attache'd ar.e the drainage calculations, topographical map_, ,and por-tioas of the 'County'.s "Guldelines for Stormwater. Drainage. " Please• let me, know if you hav.e any ques tions. ~ Very truly yours, . 1 M'elvin Taggart, P.E. & P.L.S. .MT/,'ipa ' ~ . ~ ~ CALCibLATIONS FOR ED SLOUKA'S SHORT PLAT 89-604 A1tEA FOR DRAINAGE AREA: Drained south of Sanson Avenue and east of McDonald Road. 873.6' east and west 400' north and south (approx.) Area ~ 400(873.6) a 8,02 acres Use 8 acrea Time of Concentration = TC Formula p. 3-1 of "Guidelines of Stormwater Drainage," by Spokane County TC = Ct [ S~ ]°'6 Ct = .15 tor overland tlow L = 873.5 in length S = .0195 by calculation TC = .15 [ 873.6(0.4) 10.6 V. 0195 TC = 16.42 minutes Use 16.5 minutes I = Iatensity from graph Fig. 3, p. 6-3 I = 2.3"/hr Q= CIA where C for tolling pasture =.3 Qio = .3(2.3)(8) Q = 5.5 CFS Ed Slouka's Short Plat 89-604 Page 2 of 3 SiJB-AR.EA: Lot area flat pasture for short plat lg acre/dwelling unit from chart on dwelling units/acre shows coefficient =.25. Use .30 to be consistent. Iso ° 2•3"/hr Q= CIA C ~ .3 I a 2.3"/hr Area = 258.4 x 234' Area of 60,465 sq. tt. = 1.388 acres Q = CIA = (.3)(2.3)(1.388) Q= 0.950 CFS without houses, etc. Estimated lOX of area to become impervious with houses and driveways. 1`his would add ' approximately .10 CFS to the flow, or for the 8 acres it would total 5.6 CFS. The area is drained bq one 24" culvert with aa inlet elevation of 2002.7• and an outlet elevation of 2002.6'. See Fig. 19, p. 6-47 for 24" corrugated pipe (CCMP). 0.1' drop in 24' = 0.004'/toot Estimated depth of flow, 1.4' Discharge from graph = 12 CFS At the preseat time one 16"± inlet with an 18" outlet drains across Sanson Avenue. This is just east of the intersection of McDonald Road and Sanson Avenue. It has an inlet elevation ot 2005.9' and an outlet elevatioa of 2004.7'. The drop in elevation is 1.2' in 24', or slope 0.051/foot. This drop is above critical cunre tor elope. See Fig. 19, p. 6-46. Assuming the flow depth in 16"± CMP is 1.01, the diacharge would be 6 CFS. See graph for 15" CMP. Adding the discharge from the 16" or 18" ChP across Sanson aad the 50-year maximum expeeted flow from the 8 acres south of Sanson Avenue, we get 6 + 5.6 = 11.6 CFS. Sanson Avenue has an elevdtion of 2008' and would act as a dam for any rua- off over those shown in tae calculations. The two 18" culverts weat ot the intersection of McDonald and Sanson would start to drain the water behind Sanson if it rose to an elevation of 2007.31. Thia acts as a reliet valve for the water north of Sanson Avenue and diverts it around the proposed short-platted area. In my opinion, the ditch on the north side of Sanson Avenue should be opened up on either side ot the exist- ing cattle-guard in order that the ditch could carry the water. This would require an 18" culvert parallel to Sansoa south of the cattle-guard. • ~ Ed Slouka's Short Plat 89-604 Page 3 of 3 RECQHIlKENDATION 0N TSE DRAINAGE SYSTEM: l. Add 4' extensions to the south side ot the culvert across Sanson Avenue just east of tbe intersection with McDonald Road. 2. The 24" culvert shall be lowered 1.1' on the east side of McDonald and the drainage ditches resloped for a constant negative grade on the inlet and outlet. Add a 4' extension to the 24" culvert, and relocate it 1h' east. Regrade the culvert for .2' drop to the weat side of McDonald. 3. Add concrete aprons to both inlets and outlets so weeds, grass, and debris will not clog them. 4. From the outlet of the 24' culvert, the lateral ditch ahould have a constant negative grade to the main drainage ditch west of McDonald. 5. A drainage ditch should be dug inside the existing fence along McDonal.d Road from the culverts across Sanson so that there 3.8 a con- stant negative grade between their discharge elevation and the ialet elevation of the 24 " culvert. This should be dug 2;j to 3" deeper than required, 1 ined with Visqueen, and rocked manually with 2" drain rock. 6. See next page for the calculations an the size of the drainage ditch on the eaet side of McDonald Road. Eaclosures: Pages 6-3, 6-46, and 6-47 of Spokane Countq "Guidelines for Stormwater Management. " Topography map of Sanson and McDonald intersection. ;CAL,CULATI:ONS .Dl,tch 'S:i`ii,n'g for `SP604 Mr... ;Ed, S.1-ouka, From- Page 6-42 .of Spokane „Ctu.nty Guld'el'i nes fo.r S,torm W,at:er Manag,ement Nomograph attached 170, n Where n, - ,~Rou,ghnes,s- f ac:tor- n = 1,0.,015- for rock- Z .170n I = 170 (0,;035) 5-.95- Z = T _ ~ Vhere, T Dftch wi dth d _ 0'it-ch dept,h I -I- = - Z = 5..55 - ;d For 4' Dit6h d = 4 = 0.'8=' D'eep '577 95 ~ • I ~ . . I ~ !1 i I • ~ ~ ~ - ~ , 'i . -2.0 , T T- . ' ' • ~ ' f • ~ - . i ' ~ • ' • ~ - 1. ' `ta~~t~o~. o• a~o t~~ ~y.~~ - i~ 10000 i ni• ~oooMOaos coto►iaue* ,}s wraro .10 . ~ 9Q00 ~ ioa~a A_A,110Sf1a1l To ravamau i• , 8000 , io~roi a, ~0~r;ii~ ' i ' 15000 .ii 08 • urc•gau4 r. a a wocctaros isu.07 ~ ' .06 . . :TO ~ W. 4000 ~ ~ Ex~e~W.[ ~st~ o.ato~►au~r 1 ~ -3000 ~o~•t~:'~'~, • ao~ ~ .80 ' . ' a i • s~ ~l3 . . n • .os_ ~ 04 ~ a0 d 0.82 V' . 2000 ~ f . ~~ao~ 0 • t.o irs - . . .03 ,*.40 . ~ - ~ :.30 ~ tOM - 800 •700 ' .600 s .20 . SOO a ~ . a . ~ +OO IM CTi01/8 ..01 Q, 300'• ~ i . ~ •iOMtd*'~/A~A;t10 a • ~ ~ ,,'i - i ~ O~a QONIC1,Of~iiatOl_10) 411M = , .0~ ~r .006 ~ Z p~~~r 1!~ ~s~ta~ fv0 ~~r~f~wr6t v :0~ 4 ~ I , ~sflAf~Ct~~1 f'Yar~~O •Q~. N Q .007 ~,i~~ • ~ st .006: W r . ~ ~A 100' .OT , as ~o~s us",t' ~e•.r» O ' 'GQ -.004 O ~ ~ .06 I~' ~I~ , . ■~~w • fr ~ ~ ~ , ~ r,BO ~ IL C) .Ob . . SO 0. . :003 ~ .04 - ,I . 30 . ...~.e ~.~o.~ V . otftewut ,otrlr, a roN •orAL ,o,fcjo.ioot• a .002 ! ptui Stdtmov o. rwts' yot 'raw"a.iw ro 03 ~ , otri~ri.to~ 1e i1eT~oe otvTb E '20 ~'r•' e - I~I ~ - / = . , r~ ~ .02 ' i , ~ cowoeii~ rtOS•• roa.a. ~u..~e►~o• .•f~ Q _ 10 airs~s uitas~tai u~ :001 ttCt.p~,'s At aOfu~to !i~10=0~1~ ~ I I % ~ . t&0rt `W10 -&00 ,Qt"M, 1'. h'q• %'60,9p" ~ , n 1 ~ - - J ~ - ' .OI N,ON9:OGR,APH FOR FLOW' ; IN , 7'RIANGUL'AR CHANNELS r. . , ~ , ~ , . 6-42 ° ir - , ~ i • f I GUR•E 18, ar . - _ ' ' . ~ ~ ~ ~ ~ ~ - • ~ ~ 49,y-6 ~ . . , TYPE---OF AREA TI ME..OF CONCENTRATI'ON - ' ~ • ' ~ . - • , AVERAOE GRASS -COYER -•4 POOR GRASS COVER ~ •3' • " TC = ~'i ~~L n s . ~ - VAL" UES OF ' ~ Exampte,= ~ NATURA'l ,ORAINAGE AREA' • .4 ~ L1,000 s:'= 0.01 n a''0:5 Ct = 0:3 ° OVERLAND' FLOW, ~ , j •~g Tc = 49.7 -minuies • ~ _ ~ ~ ~ 100 10;000. . . ~ ' 5,000, ~ T . ii A ' • s0 r ~ e ~ ' OA{' • • „0.0009. 16. 4140 ~i ; ° y • u ` ~ ' ~1900' rS0 ~ • ♦ ' ~ 3'~ / ~ . ♦ ~ . - / . / - ~ 0.05 soo • Qp, ~o.i ~ ~ ~r--------- , . 60 . ~ A ~ ♦ , . , I , . • • ~ ; t,: ; ' ~ , , . ' ' ~ ♦ r 0.5 ~ r ~ 0.0! `f0.0 ~ ' - ~ rS0 _ ~ - (Ct ) y . d ~ t ~ ~ • ,1 ' ' d , :~1 i; ~ . , li ~i , do~ _ ' 1 ' ' . , . , A O.OJ (2) ,,i ~ i, ~ • 10 0,1 , o . , : . i . i n! u • 1" s ~ ~ ,fp1' t 2 0 M' ~c,- z -rc . i (s) c,'~ f c. J ~r ~ : • FtGU,RE 3, ~ ~rc• ' R 14~ ~ '`Y • t ~ I ~ „ ~r •~l~ ~ a"~y~ '~~`~i Ap io oA~ ~°p oa.~ ~ - ~w~ go Y p • ' y ~ , ~7~ ~ ~Ap-' Y~! a~- , io ~~I ~ ~~„r•~'~.'`"+,'.T ~ ~ s 10 4 7 'O°,W ' V ~ ~j ~ ~ ~ ~ ~ ~t t e d~ ~1 ° ~ 1 ~ .o° OQ~ - s, j 4 ~t ` • ~,x. ~ ~,Q 6 b ! ~OV W • Q ~ ~ '4 ~ `ti~~~•~~ ~ 1~"r1 r a ~ 34 ~a s0 00 CFS ooo,~ , .o , ~ ~N~~E • 6 ~ e io od~o9' ' _ • y 4 ►.o . 2 'l~ o.50:s ci _ o~4 ,,..e p..agq , , ~ ~ ~ ~ . - ~ 8 j ~ .4 a ' ' ~ • - ~ _ - - - - _ _ _ - . _ ' = r-- - ~ - I " - -zd, f~,0~ Of - : ~ _ ` p~,-.~- ►~y ° ~ _ - -Pp- . s ~,t' ..q 3• 10 4 ~ . ~ ~ ~ - i ~ _ _ ~ t ~ ' ~ , ~ CRlTI EAL, oy. s ~ Ja ~~s~!~, , '°oo CURV . d 6 U. 'OB ~ ~Q~ J • - • ~ao '-r- ~ : • - _ ' ~ ' s~• , 4.tO , _ ~ 2- 4 a~'0 ~ p 3 ~ ° ;rd '°,p, 15 ~ - ~ ~ ~ {y 4P~ •oQl , ~ 'A _ ~►b ;t " oP~ - a* o " ~ 'op _°s - ~ _ ~Q°°s ' , Rp 9a • a ~po4O ,S 1.0 ~ jo ic W# 4 ~S tl .01 e . ~0 40 • C t4 ~~0 a~ .09 ,2 + g pSCHARBE Q F4 i 6Jr, 8 V 6~ 0.3.0.6 Q•8 lA~~S.019 I ns , 0.2 03 0.4 Y m ~ " rA 3-a , r.0. ~ . ~ tn_ ~ , - A6 i.0LP4• . N ~ ~ y pa~ .03 n o ~ . . • o~ • ~ , - D . ~ } - ~ ~ r ~.-.~J" ,'j, „.~wMtis•~i:.. • • ' , • ' NOTES NORMALLY. P1PE SHALL BE CAMBERED FROM A CMORD TMROUOM THE INLET AND OUTLET INVERTS AN ORCINATE AMOUNT EOUAL TO 1% OF THE PIPE I.ENGTH. CAAABER SHALL BE DEVELOPEO ON PARA80L(C CURVE. . FINISNEO SUBGRADE a••••Z ~~0 do IF THE ELEVATION OF ANY POINT ON THE PARA80LIC CURVE, ~ RO :0 sAY EMB;N KME NT~ ~4p 1 AS OESIGNEO, IS MORE THAN 0 SHIGHER THAN THE ELEVATION ~ t ~ ~ ~ • ~ ~ • • • ~ ~ ~ ~ ~ ~ • • ! ~ ~ ~ ~ OF THE IMLET INVERT THE CAMBER MUST 8E REOUC£0 OR TNE, ~ ~ • ' ~ ~ ~ • ~ ~ + • ~ ~ • • ~ • ~ ~ * ~ f ~ ~ PIPE GRADE INCREASEO. • f • • • ~ 0 4p ~ ~ • ~ ~ ~ • ~ 46 s•~ TNE GRADE 6ETM►EEN THE INLET ANO OUTLET INVERTS SHALL • • • ~ ~ aN► ` ~ • - 0 _ o a NOT BE FLATTER THAN 1% EXCEP7 IN CASES WMERE THE vdk , . _ . • • OL W! NATURAL ORAINAGE GRAOE IS LESS TMAN 1 NATURAL Ox r• D ~GROUND Q METAI. CONOUIT MAY BE ROUND UNLESS ELONGATION (s'X.) iS . ~ REQUIRED ON THE PIPE SUMMARY SHEET. STRUCTURAL PLATE PIPE SHALL 9E FABRICATED S% OUT OF ROUND. - .L _ I TWO PIECE 8AHD3 SHALI. BE USED ON ALL METAL ARCM PiFE E WITH A SPAN OF 43" ANO A RISE OF 27' ANG LAqGER. TYPE I BEOQING SMALL 8E USEO FOR ROUNO PIPE EXCEPT A60YE AND 6ELOW M/NEN TYPE 2 OR 3 BEOOINO IS REOUIRED ON THE PIPE SUMMARY SNEET. NATU R A L G RO U N D THE 8EO FoR ARCM TYPE PIPE SHALL BE SHAPEO TO FIT THE BOTTOM OF THE PIPE. ;TRucTURE ExcavaTiQN ouaNTITTJ , PAY OUANTITIES WILL 8E 84SED ON THE ACTUAL VOLUME REMOVED WITNIN THE LIMITS OF 'E' AND 'F` AND THE LENGTN OF THE EXCAVATION. COMPACTING BACKFILL OUANTITIES PIAY OUANTITIES WILL 8E BASEO ON THE STRUCTURE EXCAVATION PLUS THE VOLUME COMPUTEO FROM ftGo ANO "H ; IESS THE VOIUME GF THE PIPE. , THE VOIUME OF THE PIPE WILL 8E BASED ON THE INSIOE ~ OIMENSfONS OF THE PIPE REGARDLESS OF THE KIND OF PIPE U5ED. 0 ~:^•'s . C14 s"n~r' HAND TAMPED • ` . TYPE I BEDOING Rev. 12 3-68- Changed Min to Mox. for unrietdinq and unstable moteriols, and the word Sholl to Mor in the note br unstabte mo/eria1. D • IN81DE DIAblETER OF PIPE. Rev.3-l9-69-Changed "D/2 2'Mln." to X for *T• i'-Om FOR CORRUGATED METAL PIPE, CONCRETE DiPes above ond below noturol PIPE AND ASBESTnS CEMENT PIPE, ground. 2=00 FlQR CORRUGATEO PLATE PIPE. ReV.9-23-70-Chonged notes. ~ Rev.2-29-T2•Chanqed notes. *W• INSIDE DIAMETER OF PiPE BUT NOT OVER 4-00. (D Rev.ll.M,t976-Chonged notes. ~THESE OISTANCES TO BE AIEA$UREO FROM QVSIDE WALL OF PIPE. . l STATE OF IDAHO REVIsE DIMENSIONS FOR ARCM PIPE SHALL 6E THE SAME AS FOR ROUND PIPE ~EXCEPT AS FOLIOWS: DIVISION OF HIGHWAYS n~9 ~DIAMETER 8UT NOT OVER 4. SNALL READ C O N D U I T ~ t~ • SpWN BUT NOT OVER 4. Fob. 29. No►.1a.r9 *0/2 SHALL REAO SPAN/Z : I NSTALLATION ~ X- 2' MAX. WNEN D IS 48" OR LESS. 801SE. IDAHO JU LY,196e X* D/2 MAX. WHEN 0 IS GREATER THAN 486. APPROVED: DRqWINQ NI ; ~ . CHIEF 0 NF IGHWAY OEVELOPMENT D.' 2 - ~1 STATE MIGtIWAY ADMINISTRATOR ' 12°WIDE BAND ' ONTINUOU5 C~RRUGA710M AROUND BAND ~ ~ BAR 9~ STRAP CONNECTOR NOTES Q WfTH FULLWIDTN ~iA$ItET TYPE I 6ANp MAY BE U! ~ .w v 6~ ii~flr %1/1TL1 AklLtl11 A6 HD c . ~ - s~ r a- r •~~t~~~ ° ~T tiay~ . . a RE - CORkU4ATEQ HE~ICALL UP TO ID' ~F HEAQ. ~ _ - wVtiw ~'r rew lti1 ht PfPE GA5ILET i • i I I 1`YP£ ~ BANa MAY BE D{AMETER DIAMETER a RE-CORaUGAYED t1ELICALI 1~ i• ° UP T~ 50' aF HEAp, 6ASKE ~ ~ 8 I $~p n i iNQ MAY BE 11SE0 YIfITHr~ ANNULA ED #ELICALLY CDRRUGATEO PIPE ~ , 4M~-PIECE 12 7HROt16H 30 I " ~ o ~ 10 I IO/g . , AND ABOVE. FROM f2 THRf HEAp. GA5KETED CONSTRUCTION IS THROU614 30"ANA TWO- PIECE 36° i~ , G UTAMETER Q-RIfJa GASKET _ ~ . ~z ~ ~zrp ~ ~ B ~-R~MG GASKET FaR p[pES IOM 12° THROUGFi 66%USE 1S/Ia RlNa GASKET ANQ 1lSE ~t$ DIAMETER ~i u u n , QNE ~g ~ 36 T048 USE TWO - PIECE - - - I ~ ~ ~ ~ , ~ T FOR P[pES 72"&ND LAFtGER. FROM wrW fi - PI F C F' _Fl_ti IsL[! Ylf 13 Fa S 1 NC L F PI&CE ~ n I I . BOLT 6AR STRAP HARDWAAI 18 18 ~ N I ea a ~ BAHD wlrH ~oueLE BpL'r B AP HARDWARE ANa R15E TWO - PIECE p AT EA~Ii LAp FOR 54 AND Z I z{~ ~~g+ ~ ~ ~ , ~ ! n TYPE~ 6AND MA1f gE t UBLE BpLT BAR STRAR NQRbWAFiE 4-A ~ 1' r 1 ~ ~ a_~ ~ 24 23/ - I ~ RE CORRlIGATE~ kELICALLI 3 n 2~p ~l UP 1'C 39' OF HEAD.GASKE :OR 54aAND ABOVE. i - , - ~ - o I PLAN END VIEW 4 u p u ~EMEN7Ep OR VULGA~IIZED GAP BE7WEEN ENDS OF PIPE !a GA51fEY 36 ~ 3S CELL SPONOE RU86ER sl TI ~i Q a ~ ~ fi0 THE BAf~D WIDTM ~ND 4 2 I 4Q /z - ~ rwa ~ ~ n i ~ lD !g J01~lT. FOR pIPES lZ OA U PIECE 48 ~ '46 , • GASK r rH~cK~ M Y ~ , ~ 7e~ o HuccER eaa~p E ~s5 a~~ - -~i ~ PLAN BAND ~ $ ~y~ C~ 54 I 51 o o• .w rpu ACCEPTABLE p~FO~iMING ~ ~ e p II p " a ?(I~/ k5 ~ THAT PROYf~ES FuLI WIDTH 50 ~ 57 s e ~ HEAD.GASf(ET 5HAtt BE OF BUTT- a ° NT IP i US£D WITFI Bl1ND t'fPE I. E2 WIDE BAND o o' ~R YULGANIZER SYNTHETIC,CL.OSEQ - I ~ i . ~ RUBBER 3l8 TFi1CIC Qf A WtpTH EOUAL ' WID7N AHD CENTERtNG ON TNE ~ ~ ~ o 0 BAHD AST LUG ~ ~ ~ ° --F IIl -RpLLED END PIPE 6FS lZ" OR LESS IN DIQMETER,THE NE55 MAY BE 3I1;. 3•- ~ ° L' , /4± , tl 0-RfNG GASKETS I - E OEFDRMiNG GASKET MATERIAL GAP @ETWEEN L2°x2°Xs/i~ o a (TO BE LU6RICATEQ) ' p~P~ C4ST LU~ ENDS OF PIPE FULL WID7H GASKET MAY BE un Tvor T ~ ~ SECTI~N VIEW ~ ' TENSION STRAP ava ~ac SEC?IDN B~B T L cacE oa~v. m CONNECTION DE AI , , . ( SHOWING S£ALANT APP~fCATION 1 Z~i K 8~i ` ~ i " ~l ~DIA, ROD 12"-2f' . VARIA . BOLT BAR ~ e• . ~ BLE ~ q 1~ DIA.RQ424 ^5~ I!~ g . , 12° !s DIA, Rafl fiD Ah ii ~ ~ . ~ ~6 y BAND SHEET ~ PUNCH FQR /e ~ ~ ~ CAST LUG 8AH BAN ~ RIVETS wHEN ATTACHING ~1 ~5QllAR~ • ~I , . ~a g~ STRAP DETAIL ~ ~ _ _ 4 ~ ~ ~ j j-y . ~ • ` i ' ~ ~-----b ~ ~ it~l ~ e ~ 1 , ~ , , t . ~r ~ " f _ f , - ~ i ~ 2/p t 21qt ~ 2/z ~ 2/~ _ • t ~ cs ~ •r i ~ ~ „ ~ ~ ~I I 6°BANp BOLT,6ALY.,r! I I i e~ 91~6 Xn/~ HOLES SAR D~TAIL i~ 12°± IPE PIPE' } ~ ~ ~ 1 i1~`-~4° OIAME ER~ ' L ~ i - r o n °~a:~ ~ 2'~ SPOT WELD(OR ARCVMELDI , 2I 4 B 6 L T, B A R S' C R A P T O B A N D 4 # BAND TYP AAIn STRAP CONNEC70RS ~ ' o 0 BAND GO UPLE R ANGLE ' o a ~ R~~. x,~s,~6 - Added Gasket ~ ~t ~ r, GALVAN12E0 F~R6ED 2 Rev. 2,3.Ig7T- Remored bande ii ~ STEEL BAR ehon ed drowln~ ~ ~ SEALANT STRIP ~ z- - iGASKETEO JDINTS ONLY) ~ ' o , BAND C4l1PLER ANGLE ~ 9AND COUPLER ANGLE SPOT WELD 100P ~ 6 0 1. ROD 24'-540DtA. PIPE FLUSH WITM E[~D 4F I± 5 t FROM ~Np OF IM STRAP a HUGGER BAND CORRUGkTE6 SHEET CORR~GATED SNEET 1, ROi7 600 AND AB4VE ~ STATE 4F I xs"CaRRIaGE Bo~T , I~ ~ a ~sia~u oF F ' LUG CAST LUG BAND n~ ' 1N T RTI I A E GHT C + ls~?f l,~ FLaT HEAD RIV~T , ~ BAND~ FOR S~P ~ - =T~ ~ - coRRU~~aTEa Mi -4 I ~ aais~ io~►Ho BAR AND STRAR CONNECTOR BAR AND STRAP CONN ~ ECTpFi 6~~± 3/a GASKET RING ~ ( DOUBLE HARNESS ~ ( SfNGLE HARNESS 1 APPROVED, l~ ~ '7 ~ u I SECTION - .c~~.~.~,~: AA CHIEFOF wnr p JPE PIPE I 25i1"+_ il {2~4~-I201DIdMET~R) ~ ~ BQND TYPE BANQ TYPE «m.a. STATE HIGHWAIf A~ 1ND TYPE III Added Gaaket to Bond Type i. Remored bands qotvonisknq requlremenf and chonpea drowfnp number. 3)TATE 4F IDAHO REwsEo .,r- ~eb26.1976 ~ M, . S PC? K A N e (:3 CJ N' 1' Y am-wE C)F Y„r. eOLtNTY EtifANFEK • A DIvL41UN, OFTIIE IaUB[.It WIaKK~+ UI:i`ART'MfNr Ruiiald C. Eiormann, I'.E:., C'ounty Enbineer t?ennis M. Srott, i'.E., Directpr February 18, 1992 Melvin Taggart N. 2128 Pines Road Spokane, WA. 99206 RE: Short Plat 89-604 Dear Mr. Taggart, We have reviewed your January 16, 1992 drainage plan submitted for Mr. Slouka's short plat located at Sanson and McDonald. We agree with your analysis, as well as your recommendation that the f lood elevation is 2008.25. Based upon this analysis, we request that you submit a redesign of the plat lot layout with appropriate elevations and contours which demonstrate that each lot can meet the following: 1. Access is provided to each lot which does not impact the f lood Zone. 2. Each lot has a building site which is above the flood elevation. 3. Each lot has a drain field area which meets the requirements of the Health District. We understand that these requirements for a conventional on-site system disposal field must be located in an area which is a minimum of four feet higher than the f lood elevation. Please check with the Health District for specific details or questions about their requirements. If you have any other questions, please do not hesitate to contact us. Ve y Truly Yourj, 4~✓`~ ~i Gary N lson P.E. Planning Engineer C:\WPDOC\GARY\SP89604 N 811 jetfersmi ~poI.ane, 1ti'A QA20-0 180 ! SOQ'ia 5p-3aO0 f'AX t500) 45c,-4e 1 3 ~ . DRAINAGE PLAN FOR SHORT PLAT N0. 604-89 Mr. Edward Slouka N. 5306 McDonald Rd., Spokane, WA 99216 January 16, 1992 The area where the proposed short plat is located has a possible threat of being flooded from the north side of Sanson Avenue. The area to the - north of Sanson Avenue is composed of mainlv scattered timber with a small amount of land adjacent to Sanson Avenue that is farmable. The existing topography maps indieate 180 acres may drain toward the i.nter- section of Sanson Avenue and McDonald Road. Using the Soil Conservation Service (SCS) method for determining runoff for basins larger than 10 acres, the following equations are found on page 3-2 of Guidelines for Stormwater Management by the Spokane Engi- neer' s Office. S = 1000 _ 10 CLV (P - 0.25)2 P + 0.85 S is the potential abstraction in inches. P is the total storm rainfall in inches. C:J is the runof f curve number. Q is the aetual direct runoff in inches. Slope from topography 10%. From p. 6-8 for average of soil Group B and waod or forest land: thin stand poor cover, no muleh, indicates a CN of 66. S 1660 - 10 = 5.15 From ISOPLOVIALS of SO-year, 24-hour precipitation graph, p. 6-7, Fig. 4: P= 2.4 inches = 1.37 positive number P - 0.25 = 2.4 - .2(5.15) Q _ (2.4 - 0.2S) 2 _ (1.37) 2 2.4 + 0.8S 2.4 + .08(5.15) Q = 0.2878 = 0.29 CFS I , ~ Draiaage Plan, Short Plat No. 604-89 2 Length From graph, p. 6-10, Fig. 7, for 180 acres is 4500 feet approximately. From SCS Technical Release No. 55, Eq. 3-2. L- 1'8(S+W 7 1900 Y'S L is the lag in hours. 1 is the hvdraulic length of watershed in feet. S is 1~0 - IO CN retardance factor. Y is the watershed land slope ia percent. L _ 4500'8(5.15 + 1)'7 1900(10)'S L _ 4500'$(6.15)'7 6008 L _ (836.7)(3.56626) 6008 L = .49665 hours (use .5) L+ 0.6 Tc Eq. 3-1, p. 3-5 Tech. Rel. No. 55. or Te ='6 = 0.83 hours to time of ' concentration Using Storm Guidelines Table 12, pp. 6-29 and 6-30 for discharges For Type II storm distribution (CMS/in): sm = square mile Table for 0.75 hours: For 12.3 hours, find 388 Tab1e for 1.0 hours: For 12.3 hours f ind 301 Extrapolate for 0.83 hours: Q = 388 - ~388 - 301~ ' 83 - . 75" .25 ~ Drainage Plan, Shart Plat No. 604-89 3 ~ Q = 360.16 CSM/in. Q = (360)(.29)( •180 acres ~ 640 acres/sm Q = 29.37 CFS Potential Flow aver Sanson Avenue using the Broad-Crested Weir f ormula : . , . , ~ Q_3,PH.5 Q from SCS method = 29 CFS P is length of weir perpendiculat to flow. a~ H1.5 _ P = 3P ~ : P fram measuring elevations along Sanson Avenue is estimated to be 355 feet. Effective height is estimated to be 0.1 foot and effective length to be 305 feet with a surface elevation of 2008.25 feet. Q = 3 (305) (0 .1) Q = 28.93 CFS From the preceding calculatians the maaimum potential flood elevation is 2008.25 f eet. Therefore, sewer drain field piping would have to be above this elevation. r" , ~ . . . k r • • ' r~ ~ ! 1 i p ~1 ~ I s Y 1 • . . e DRAINAGE PLAN FOR SHORT PI.AT N0. 604-89 Mr. Edward Slouka N. 5306 Mc.Donald Rd., Spokane, WA 99216 Jaaua ry 16, 199 2 The area where the proposed short plat is located has a possible threat of being flooded from the north side of Sanson Avenue. The area to the north of Sanson Avenue is composed of mainlp scattered timber with a small amount of land ad j acent to 5anson Avenue that is f arnsable . The existing topography maps indicate 180 acres may drain toward the inter- section of Sanson Avenue and McDonald Road. Using the Soil Conservation Service (SCS) method for determining runoff for basins larger than 10 acres, the following equations are found on page 3-2 of Guidelines for Stormwater Management by the Spokane Engi- neer's Office. S _ iooo _ io cN _ (P - 0.25)2 ~ P + 0.85 S is the potential abstraction in inches. P is the tot31 storm rainfall in inches. CN is the runoff curve number. Q is the actual direct runoff in inches. Slope frorn topography 10%. From p. 6-8 for average of soil Group B and wood or forest land: thin stand poor cover, no mulch, indicates a CN of 66. S 1660 ' 10 = 5.15 From ISOPLOVIALS of SO-year, 24-hour precipitation graph, p. 6-7, Fig. 4: P= 2.4 inches = 1.37 positive number P - 0.25 = 2.4 - .2(5.15) Q _ (2.4 - 0.2S) 2 _ (1.37)2 2.4 + 0.85 2.4 + .08(5.15) Q = 0.2878 = 0.29 CFS f Drainage Plan, Short Plat No. 604-89 2 Length from graph, p. 6-14, Fig. 7, for 180 acres is 4500 feet approximately. From SCS Technical Release No. 55, Eq. 3-2. L = 1'8(S + 1) .7 1900 Y'S ' L is the lag in hours. 1 is the hydraulic length of watershed in feet. S is 1CN0 - 10 CN retardance factor. Y is the watershed land slope in percent. L _ 4500'$(5.15 + 1)'7 1900(10)'S L _ 4500'8(6.15)'7 6008 L _ (836. 7) (3.56626) 6408 L = .49665 hours (use .5) L+ 0.6 Tc Eq. 3-1, p. 3-5 Tech. Rel. vo. 55. or Tc ='6 = 0.83 hours to time of ' concentration Using Storm Guidelines Table 12, pp. 6-29 and 6-30 for discharges for Type II storm distribution (CMS/in): sm - square mile Table for 0.75 hours: For 12.3 hours, find 388 Table for 1.0 hours: Fo r 12.3 hours f ind 301 Extrapolate for 0.83 hours: Q = 388 - -388 - 3017 ' v . g3 - .75 25 Drainage Plan, Short Plat No. 604-89 3 Q = 360.16 CSAi/ in . Q = (360)(.29)( •180 acres ~ 640 acres/sm Q = 29.37 CFS Potential Flow over Sanson Avenue using the Broad-Crested Weir formula: Q = 3PH1.5 Q from SCS method = 29 CFS P is length of weir perpendiculat to flow. H1.5 _ Q _ 29 3P 3P P from measuring elevations along Sanson Avenue is estimated to be 355 f eet. Eff ective height is estimated to be 0.1 foot and effective length to be 305 feet with a surface elevation of 2008.25 feet. Q = 3(305)(0.1) Q = 28.93 CFS From the preceding calculations the maximum potential flood elevation is 2008.25 £eet. Therefore, sewer drain f ield piping would have to be above this elevation. r ~ - J , , ;~A, ~ ~ u ~ 7 ~ t ~ o ~ ~ ~ ~ ~ ~ t~ ~-"t` ~ r1 L~~~-47 ' f ~ ~ 1~~~ dl . ~ r ~ {~i~iT1' ~P~G1~~R ~ T~ ~ - - - - - - - - r - _ . - ;~~~~,N .S a N d ~ , - - i ~ . . ~ 1 , ~ ~ ' ,i i. ~ ~ ~ , . ~ ~ 1'.i~ . , , ,r; ~ , ' '~a~, . ~ i'' ' : , . , ~ . i' ~ i~ ' - , , ii i . _ ~ _ _ ~ I I , . .ia• ~ .i.. ~ . , - , - :a~'; ~ I i ~ _ - - _ . _ ~ . , ~ - 'I ~ . ~ . ~ ~ ~ - - I ~ + ~ , ~N~~T F~AT 1 Dd , • , R~ A•c.r C: , , 7 e r ~ T~z ~,~l,t 2 N~~~E, s~~ ~,3~ ~ i ~ , q~j ~ ~ 0 i i~~ ~ i~~, ~ ,I ! ► ~ 1' _ # - ~ - . . ~ ~ ~4 ~ J ~ li ~ i ~ e 4 v ~ i , ~ ~ J '.l I ~ ~~r: . J'✓ iM Y • ~ I~I , _ _ ' • I . 1 , I~ •~i~~Y `i ii~~~~~'~' J ~l ~ ...t%..e.-i~'+'~.o . .-~4 q-~,'i~l~t~ , ti:~ ~i,~-J~• Y ' . ~jr•''TT~~~}•~4'~•`!t~ A ~ . ' F_~'r.~~ ~~~4. II . " ~ ~ ~ - - - - ' ::r~y~~j' -a•C1;.~,`,r yr'~. . •"7~ , . . -~i ' ' . + • , , , • . • r• ~ :r;a f~, y..µ i ~I: i 'd, , ' y__~.n:i"}4' •1'° ~~rydf73ijC'r~' t', i. i ~ ~ - i ~ . 2000 ~ ~ + . r ~ / \ ,N • ' 1000 800 sba so -0 .6 SVO~tEAGEO ONTLET Gu1.vERT FtpMItN6 F11LL 1600 ~ 120 «w• N. n,-a.so ' . 500 108 rot orum ero.e (towaiu.,aoa. oomown Nr at .a .w"ea uwoaa b ~e. e~ao~ Oroaaws 400 _ gg ~ DOO - ea rp +s . ~J O b ' 200 72 . 86 0~ ~ '~°~,y W 2 a~ 160 W " -s4 Z loo ul , , -46 3 Ci A 90 v .o v i -42 Q ' n 60 = 4 = 50 ~ 36 • Q~ S y' 40 0-3' W~ 3 3 '!p0 6 0 I"' CXAYPLE 30 W' 30 ~ p LO8 a o 400 ~ . 20 - 24 400 10 ~ o Soo -21 500 i0 18 , . 8 " . 20, ~ s 4 3 ~2 ' HEAO FO R - STANOARO C. M. PIPE CULVERTS FLOWING FULL eupvw cw P4,e«c no.os tm n = 0.024 Fi gure 20 . 6-51 Sheet 2 of 2 ~ • r ► K A N r--• C O U Ij T Y OM-ee or- Tttt CourrrY ENe:iNEEtt • A DIvisIOrv arwr t'um.ir Wnrttzs D0nanwCnT Ranald C. Monnann, P.E., County Engineer Dennis M. Scott, P.E., Oireetor March 3, 1992 Mel.vin Taggart N. 2128 Pines Road Spokane, WA. 99206 RE: Short Plat 89-604 Dear Mr. Taggart, We have reviewed your February 28, 1992 drainage plan submitted for Mr. Slouka's short plat located at Sanson and McDonald. Our February 18, 1992 letter requested that you submit a redesign of the plat lot layout with appropriate elevations and contours which demonstrate that each lot can meet the following: - - 1. Access is provided to each lot which does not impact the flood zone. 2. Each lot has a building site which is above the f lood elevation. 3. Each lot has a drain f ield area which tueets the requirements of the Health District. We understand that these requirements for a conventional on-site system disposal field must be located in an area which is a minimum of four feet higher than the flood elevation. Please check with the Health District for specific details or questions abaut their requirements. Your latest submittal does show contours on the property, however, no information is included to address the three issues asked for above. Please submit documentation which addresses these issues. ; As a minimum, the map should show the location of the f lood zone, and the locations of the existing and praposed approaches, buildinqs, and drain fields. You should also show Tract C. We understand you are going to remove the easement entitled 1150' future right of way." This easement goes across the f lood plain, and no information was submitted which addressed point #1 above in regard to this approach. If you have any other questions, please do not hesitate to contact us. Very Truly ours, ~ Gary ls .E. , Plann ng Engineer , , C:iWPDOC\GA►RY\SP89604 • ; ~ N. 811 Jeffersun Spukanc, WA 99260-0180 (509) 456-3600 FAX (509) 456-4715 . S P O K A N ~ C Q U N "I' Y On,tcr OF TtiE CouNTY E;vGehLEK • A Divosion ~~~nw PuBt_IC WfaFtiG~ DEI'AE2TMENT Etonald C. Hornnann, P.E. County Engin~,'er Dennis M. 5cn[t, P.F,., Direclur March 3, 1992 Melvin Taggart N. 2128 Pines Road Spokane, WA. 99206 RE: Short Plat 89-604 Dear Mr. Taggart, We have reviewed your February 28, 1992 drainage plan submitted for Mr. Slouka's short plat located at Sanson and McDonald, our February 18, 1992 letter requested that you submit a redesign of the plat lot layout with appropriate elevations and contours which demonstrate that each lot can meet the following: 1. Access is provided to each lot which does not impact the f lood zone. 2. Each lot has a buildinq site which is above the f lood elevation. 3. Each lot has a drain f ield area which meets the requirements of the Health District. We understand that these requirements for a conventional on-site system disposal f ield must be located in an area which is a minimum of four feet higher than the flood elevation. Please check with the Health District for specific details or questions about their requirements. Your latest submittal does show contours on the property, however, no information is included to address the three issues asked for above. Please submit documentation which addresses these issues. As a minimum, the map should show the location of the flood zone, and the locations of the existing and proposed approaches, buildings, and drain fields. You should also show Tract C. We understand you are going to remove the easement entitled 1150' future right of way." This easement goes across the f lood plain, and no information was submitted which addressed point #1 above in regard to this approach. If you have any other questions, please do not hesitate to contact us. Very Truly ours, 4PlaGaryj1s .E. ng Engineer C:\WPDOC\GARY\SP89604 • N 811 Jeffer5on ~pokaneo W11 QQ200-01 t30 ► Vc;b-3600 FAX 1509) 4Sb-471 S N ~ S V A K A N R C A lJ N T Y ~ - ~ FAX COVER SITEET~ pusuc wowcs cerwnnNFxr ~ SPOKANE COUNTY FAX #(509) 456-4715 DIVISION OF EIVGINEERING & ROADS ~ N 811 JEFFERSON SPOK:ANE, WA 99260 - PHONE #(509) 456-3600 HQM 811 jUnRSON ~ .sPotcwnrL wnswHCroN 9926aa170 ~ DATE: FAX TO: COMPANY: \4ra;~-,- CITY / STATE: NUMBER OF PAGES (INCLUDING COVER SHEET): ,e:IN <11 FROM: MESSAG /SPECIAL INSTRUGTION: ' -y-~ '~-~`r~~ ~ TL~.'., W ) . _ _ - - - - ~~x~ ! . . . - _ PLUGEQ ~11~11. SANSDN~ _ _ ~008.Q~ • , ~ ~ zoo7.~ is" c,~2oo~ z~' ~ ' T iC~NS r~Y x ._-.~c , _ _ ~ . x . .__.x . _ ~ ~c-__. - R/ W ~ ~ F~ P~WER ~ apD ~~T~NSION . p~~~ ~ r„ ~ T~1 CULyE~T FENCE LIN~ , ~ ~ R 25 ' ~ 4UTLET zao7, o" ~~r~~~ j~~~ , SPI KE ~ ~7.98~ 25{ _ - . r=~ ~ I ~ ~ ~0~ ' ~ ~ T ~~Y ~ ~ J ~ ~ _ ~ ~ FENCE LINE ~ ~ ~ a ~ ~~.0' ~ ~ ~ • ~ 2003.4' ~ ~ , ~ FIR~ f~ HYpRANT . 5' ± . ~ ~ C~~TI~IL ~~8~~ . ~ 2t~0~.0' x ; S~E ROAp a ~ CROSS SECTION ~ ~ ' ~ 2Q44,0~ ~0~5.0~ ~ 2t~03.2~ ~ ~ # , ~ l~.r„v., - ~ _ , : ] ~ ~ ~ ,5~ ~UTLET ~ INLCT ~ ~~}0~.6'---~ ' . ~D 24'~ C•M.P. ~ ~ ~ 2007, D~ ~ ~ , ~ ~ ~ ~ 2005,4` ~ ~ ~~d ~ 15 ~ G-~~1. , I ~ , ~-(''TI G ~~r1 ~ . ~pf Acc~ss -~v~v ~ ~ ~s s ~ 7(~ A cT 'A'' 70 ~ Sa~J~r~ZY s~~l~~~ p~eaarl ~ ~ 3~ Y a~'. ` O f F~t L~ I F~ E.4b i~d ~ ~ ~ ~1 ~ ~ A-s~ P 17` ~ tl 1V ( ~ , ~ ~ ~otli PI~~aR, 'Y~ ~ ~ . - F,~ C E~o Cl~Cr C~~~~f ~ ~ ~ ~ ~y ~ J~ ~fTfRl~fiN~~ ~D ~1 Thr r I S ND ~ IN TH ~ F1r4o D W~4y ~ ~ $uT d~1ty IN TN~ , _ ~~.dU~ A !N• , I o [ I ~ t ~I ~ , , ~ ~ ~ • ' ~5I a~rlc~ ~ ~ r ~ ~ ~ ~ ~ ~ ~ ~ r~ ~ ' . . , . , ,4 ~ ~ 4 ~ i - _ , ; S P O K A N E C O U N T Y . OFFlCE OF 'IHE COUNTY ENGINEEIt o A~,Dtvlsloiv oF THE PuBLtc Wortx.s DEPAttrttitEvr Ronald C. Hornnann, P.E., County Engineer Dennis M. Scott, T'.E., Director I 1ViE1ViORANIDUM TO: M9L, TAG.GA:RT - FRONi: BRE1vDA SIM Y - - DATE: MAItCH 411992 SUBJEC'f: SHORT PLAT 604 We do -not, know how, much of the,propo;sed , short plat is within the flood zone. 'That is the information requested fromy ouu in a-letter from. G'ary ~Nelsnn. I did not- tell anyone that_ parcel A is not =in the flood zone. The last information Lsaw did not show the- flood zone. blaWaggan Post-It"brand fax transmittal memo 7671 kof Rases Tb From l 1 1~-_ l.. ~ 3]C~C~ A~-T V13• lri S CO. T~ Co. E?ept. Phone ~ Fax N C)tS . Fax N i , N. 811 JefEerson Spokane; WA. 99260-0180 (509) 456-3600 FAX (509) 456-4715 i G, h~. ~(Z..%I t,_. S o 1J . A 4 1 r MAR 0 4 1992. SPidi`AM C^.l;l~:r: ~:;•::ct.~ A D 0__E,'.N", D A. ,to DRAINAGE P`LAN EOR: SHORT 'PLAT 604=89 Mr;. Edwa,rd Slouka- N,. 5306 ; McDonald Road, S,pokane, WA. 99215 Maicch 4 , 1go REFERENCE: l., -D;rainage, cdlculations, south of Sanson Aveaue .and. east of '-McDona'_ld 'Road, dated July 10,3, 19.90. 2.. Drainage calculations nor.,t~h, of Sanson Auenue, dated January, 16., 1992. , , I: Dra.inage d-rawing showing protiles -of Sanson Avenue and McD"oinald Road. , e 4: Drainage to.pog.r-aphic map drawing, -No.. C900611R,, ~ da ted march.' 4', 1992, ~ ► J ? ~ • . ' ~ ~ R~ r • ~ ~ 1°J ~ ~ ~ ! Short Plat 604-89 1 March 4, 1992 The south side of Sanson Avenue, where Tract "A" of Short Plat 604-89 is located, is a low area that is drained by a 24" culvert across McDonald Road (see Ref. 3 and 4). The drainage calculations (Ref. 1) show that the expected runofi for the ~ area south of Sanson-and -the 16" CMP across Sanson Avenue is The d4ographs ~how that the 24" CMP should handle 12 CFS. - • 1 The runofF calculations north of Sanson Avenue show a runoff of 29 CFS for 180 acres. The amount actuallq running over Sanson Avenue would be 29 CFS - 6 CFS (18" CMP) = 23 CFS. ~ 23 CFS will have to run otf over McDonald during the 50-year aximum runofi expectation. ~ ~ . , ~ 1,14 a rv " G^~ ~ A + r . L ~ Y 1 • - . ,A ~ ) 1 n • . ~ ~ ~ ' • ~ _ . ~ - • ~ _ ~ r ~ ~ ~ . Short Plat 604-89 2 March 4, 1992 Using a broad-crested weir fortnula for McDonald Road, the iallawing formula: Q = 3 PH1'S applies Q = ilow CFS P- length of weir perpendicular to flow H 1.5 _ Q _ 23 3P 3P Etfective length af P from measuring elevations along McDonald Road is estimated to be 140'. H 1.5 _ 23 _ '164 140 1 H = 0.1641'S = 4.1640•666 H = .03 feet The 50--year ilood plain potential elevation oi thA,--pool 6f water east of McDor►ald Road is estiimated to be i'2007.95t'. Therefore, sewer drainfield piping would have to be 4bove tfiis elevation. ~ i C'~ 1• '~y p ~~h, e , ,rr • rr P 1 ~ ~ ~ . ~ ~ . , s K A N E G O U N T Y . OFFICE OF TtiE COUrV'fY ENGINEER • A DMSI0N OFTHE PUHLIC V1IORKS DEPARTMENT Ronald C. Hormann, P.E., Caunty Engineer Aennis M. Scott, P.E., Director March 23, 1992 Melvin Taggart N. 2128 Pines Road Spokane, Wa. 99206 RE: Short Plat 89-604 Dear Mr. Taggart, We have reviewed your March 16, 1992 drainage plan and maps submitted for Mr. Slouka's short plat located at Sanson and McDonald. We are somewhat confused by the analysis provided. The first two documents entitled "Drainage Plan for Short Plat No. 604-890' and "Addenda to drainage plan far short plat 604-89" seem to indicate that the houses should be raised above elevation 2007.42. The map entitled "Drainage plan for SP-604" indicated the elevation should be 2007.95 to consider a future six inch depth of surfacing for McDonald. We are in agreement with the conclusions of this analysis. However, the document entitled "Calculations for Ed Slouka's short plat 89-604, area for drainage, (revised March 16, 1992)" seems to indicate that additional work is to be done to the drainaqe system. This additional work is not all shown on the road profiles for Sanson and McDonald, or on the drainage plan. Do you intend for this work to be done? If so, are you qoing to consider it in your drainage calculations? Attached are the prints and the calculations. Additional specific comments are contained on them. Please return the check prints and calculations with your next submittal. Very Truly Yours, Gary Nelsan, P.E. " Planning Engineer . sp89604 N. 811 Jefferson Spokane, WA 99260-0180 (509) 456-3600 FAX (509) 456-4715 . ~ . • 9 CALCULATIONS FOR ED SLOUKA'S SHORT PLAT 89-604 AREA FOR DRAINAGE AREA: Drained south of Sanson Avenue and east of McDonald Road. 873.6' east and west 406' north and south (approx.) Area = 400(873.6) = 8,02 acres . Use 8 acres Time of Concentration = TC Formula p. 3-1 ot "Guidelines ot Stormwater Drainage," by Spokane Couuty Tc = ct I S~ 10'6 • Ct = .15 for overland flow L= 873.5 in length i ~ S = .0195 by calculation , 873.6(0.4) . !S ~ ,99? TC =.15 0195 1~ 6 ~~~~`t C`ctel TC = 16.42 minutes . IIse 16.5 minutes I= Intens ity fram graph Fig. 3, p. 6-3 I = 2.3"/hr Q= CIA where C for folling pasture =.3 Qi o = .3(2.3)(8) Q = 5.5 CFS ~ Ed Slouka's Short Plat 89-604 Page 2 of 3 . SUB-AREA: Lot area tlat pas ture for short plat k acre/dwelliag uait from chart on dwelling units/acre shows coefficient =.25. Use .30 to be consistent. I50=2.3"/hr ~ Q=cT-A C = .3 I = 2.3"/hr _ Area = 258.4 x 234' ~ Area of 60,465 sq. ft. = 1.388 acres ~ Q = CZA = (.3) (2.3) (1.388) ~ Q= 0.950 CFS without houses, etc. • ~ . Estimated lOZ of area to become imperviflus with houses and driveways. This would add approximately .10 CFS Co t flow, or for the 8 acres it would total 5. CFS. The area is drained bq one 24" culvert w3th an inlet elevation of 2002.7' aad an outlet elevation of 2002.61. See Fig. 19, p. 6-47 for 24" corrugated pipe (CMP). ~ 0.1` drop in 24' = 0.0041jfoot Estimated depth of flaw, 1.4' Discharge from graph = 12 CFS k ~ ~ ~ At the present time one 16"t inlet with an 18+r outlet drains across Sanson Aveaue. This is just east of the intersection of McDonald Road and Sanson ' Avenue. It has an inlet elevation of 2005.9' and an outlet elevation of 2004.7'. The drop in elevation is 1.2' in 24', or slope 0.05'/foot. Thi.s drop is above critical curve tor slope. See Fig. 19, p. 6-46. Assucning the flow depth in 16"± CMP is 1.0' , the discharge would be 11 CFS. ~ , See graph for 15" CMP. Reduce to 6 CFS as it i r, nArr1 v nhStt'»cre!;. Adding the discharge irom the 16" or 18" CMP across Sansoa and the SO-year maximum expected flow from the S acres south of Sanson Avenue, we get 6 + 5.6 = 11.6 CFS. Sanson Aveaue has an elevation of 2008' and would act as a dam for•any run- oti over those shown in the calculations. The two 18" culverts west of the intersection of McDonald and Sanson would start to drain the water behind Sanson if it rose to an elevation of 2007.31. This acts as a relief valve tor the water north of Sanson Avenue and diverts it around the propvsed short-platted area. In my opinion, Che ditch on the north side of Sanson Avenue should be opened up on either side oF the-exist- ing cattle-guard ia order that the ditch could carry the water. This would require aa 18" culvert parallel to Sanson south oL the cattle-guard. . . • . . Ed Slouka's Short Plat 89-604 Page 3 0f 3 RECOW4ENDATION ON THE DRAINAGE SYSTEM: 1. Add 4' extensions to the south side of the culvert across Sanson Avenue j us t eas t of the inters ection with McDonald Road. av"tv w'`*.P` o-.. o i`+~ Pa., 2. The 24" culvert shall be lowered 1.1' on the east side of McDona.ld and the drainage ditches resloped for a constaat negative grade on the inlet and outlet. Add a 4' extension to the 24" culvert, and relocate it 1h' east. Regrade the culvert tor .2' drop to the west s ide o f McDonald. ^,~nAJ 1•1 " J o~^~' ~ ,,,~,~c • a-' f 3 - . Add concrete aprons to both Levt%s and outl-ets so weeds, grass, and debris will not clog them. 4. From the outlet of the 24' culvert, the lateral ditch should have a cons tant negative grade to the ma~',n drainage ditch wes t of McDoaald. la 5. A drainage ditch should be dug inside the existing enceA l ng c.:t c7 McDonald Road from the culverts acress Sanson so Chat there i.s a con- stant negative grade between their discharge elevation and the inlet elevation of the 24" culver[. This should be dug 211 to 3" deeper than required, liaed with Visqueen, and rocked manually with 2" drain rock. J/V14~ ~ ~q ~ ' a 6. See next page for the cal-cula i'nsn the si2e of the drainage ditch on the east side of McDonald Road. Enclosures: Pages 6-3, 6-46, and 6-47 of Spokane County "Guidelines for Stormwater Management. " Topographq map of Sanson and McDonald intersection. ~ A/1 . _ P . . ~ ~ . J . ~ ~ . . ~ • - . , ~ . . tALCULATI.ONS Vi,tch SAllng for 'SP604 Mr . Ed' 'S'i ouk.a F~-om Page 6-42 of S,pokane County. Gu_ide:l=fn'es' ,for Stor-m ~Water Manaqement NamogrAph attached - ~170 n: ~ . _ ~ Where n, Ro,ug~ness: factor . cP n = ".0.'035 for rock_ . , - • ' 2 : Z- = 1170n . . • ~j o Z ~ 170. ,(.0:035.)5..95 2 = T. d - , ,Where T= Oi tch, wAth d = D'i tch -dep,th ~ ~ _ • ' _ I - - - ~ - T-V . , I=a=5`:9.5 ~ . . d For. 4"",0i'tch. d 4 = ~0.1" Dee,p ,57 95 r - , ~ . • I . T _ . , , ~ L . - ' • t~v•~•o.. ~ • a~~~~~ ~h e ~s.~s~ aoa~~~ea•~ .10 ' 10000 ~a~wi►• ~~+o►a~~r~ +o ~~~taa~ ~s 9000 .08 • I.O . . eocO ~OT10• OI a~M~~~ 7000 of eRosS swn 6G00 •c•ta•u~ a a S, •004:tea•ss .07 ' .80 ..se •w. twu.a. 06 sooo . .To 4004 lx&Kp4.t llct e•sna u■ssI too U. • S .60 ' 3000 ~~n~~ s • aot N to ~ . 24 !O . .30 . n . A$_ ~ s0 LUL. IJ6 . 4 • a:r . aooo ..e C.. .03 .ao • ~o Z .30 1000 02 v &Vmft - • 900 - soo • ~ 700 z ' ~ • ^ 600 N .ZO tu , 300 , Z o 400 ~N lcxs (7 .1 _t .Ot O ~ CC ~7 t,,t a , ~ 300 pv/n sano wtw mwot Iw Q •4! Z .Q08 wa a~ssta~ Msu~ at = As Z {o tut{i fN umgt MIt~1 V .0= ~ •00T N •10 ~ffs ' 0140ster•.r tra..b ua ra• .006 a • ~ " sos.~t*s to►~+te~► .OS . ~ . ~ .OOS W . • o , t. ras na~or y ~ .OT 100 .•a.n• e....c~ . Q O ' 90 as wss vsa ~a.oauw .044 ~ .08 ~ ~O wtw t • si ~ ~ .05 ' . . C. . 60 . ~=~rt O .003 ' s0 • ro sstt~t ~ «.`...sg U) .04 so , ....on w cowt.••.%p G~) ~ • ~ - - .&M.. 49 ' 30 w' Nra•+ns apte d sea tor" 4•sa••&st • .002 ' .03 uarw, ..t. Yu .o.....~. n Q 1 • u*c••~•t e~ ~ sta*~a. • too ~a~~• ~ • 20 (T) IL f• 100taass «sow..a ~ a AZ ~ r eo..eara uo*~e••• ~ a i a ~ W .."ow g•.la"•wa R • .001 O 10 » oatw asaM..u a 2 ' uc~ti. • u .saws• • •~o.•..` K~h 1 ~ O~tat~ too . ' ~ •ar~o ti ues oe~~• ~•s~ s~ • ti• . ' . . . .01 ° NOMOGRAPH FOR FL01M IN TR1ANGi1LAR CHANNELS : • 6-42 , ' , • F I GURE ' . • ~ • ~ ~ ~p,}►.6, . : ~ 'o zo• 40 ~ ' PE , fEEt ~ a`' '~a '-s 30 ~ Of f1,4 a. NpR0AI io •pah ~h Q • '°o 'OQ ro e .!o 00~ s h , f-•o, ~ . s d? 4 9 1~P0 ! 6 ~ 5 ,1 . I CRirICAL cn B . 1 s `Q~ ' -----~CURVE ,p I• '~001 . 6 ~o • V ? ~a o j 0 .000~~ 1 , -:fl ~ 0 ` ,O~S ` '°o ~1r _ ~ p 1.0 .2 , ~ ~ 24n 0 , s ~ I~?~ ~B p ,oa4 . ~ • o~g ~ C ,.o .9 -:;0 o ~ - I / •o ~ .a _ . _ W ~ ~ ~ • 1.0 ,l pO0S ~ o . o Ic 0004 9 t '00 oi5 ''0~~ G 7 49 io t m c ~ , D/SCNARGf - 0• CfS n~ '4 m ~ n'.0123O 40 50 60 80 100 0~4 O~S 0~6 0 t-0 } ? 1 6 7 6. ~ 10 ?0 r--r--r-rr~ b ► 40 SO 64 20 30 ~ .14 .s' .6 .7' 7~ ~ ` ~~4 J 6 t B 10 ~.O p , IIo.Ot4 ~ • . . •w;--~..... ' . o. ~ aw'w7'~!!~~ r1. +~r~+.~w - - • • • . • . 1, i.~t.a~ ~:~:w~, i.1,...:... . . rd . . . , ,e• ~ . ~w~w~ , . . o . J . 201 40 E-1 1-~T- ark ti s . FEl fj,pW lN P'P 0'' P~N OF Q '~po OOP 10 'p° NoR~Ip` e o 6 O io -,-j--j- y 4 5 -10 C d ~ - - r • - .90 ~ - ~ - - - ? - - 4 B p1 _ ' 4 _ •l'S' ~p ,p ~J, ~ - 4 r ~ ! s t. s 10 . ~ 2• 4 I ~ I 0 9 M,a - - CR/T/CAL 'g,°~' ~n . o s Q1Q CIIRYf N 1. ,p! ~ ~ . ~ . 0 A: ~ - - - - - • •po V 0~- • `W p~~ c~~ ~Q 1.0 '2 i ~ w~~,r •~O ~ ~ .e , o •d i°- 15~ T cx o ~ ~ ~ a. oo c 1 I D ~~.~1 . S 1,0 ,e ,ooi¢ •o D~ 01 o ~ p ,41 .s :o6°# :a°.oo°~ ,oo~= aoo~s , ~°~°b ~ I I ~ m ce a/ .z ~-59 . .e AC ,7 .e '40 2 c 7 e Qo so ~ ~ ~ n DISCNAR6f - 0 • CfS l1 • ,014 11 ~ m ~ N ~ 11 .06 0.1 0.2 0.3 0.4 0,30.6 0.9 /.Ons,Ofp? I? 67 B /0 ?0 JO 10 } ~ ik a I 1 l ~ r t ~ ~ y~~~► ~ ~ ~ 1 OI .01.06 .09~0 I + .r JT 4 .S .6 .7 , 1.4 ~ ? 3T I S 6~l BT 0 ~ ?0 ~ n:, 024 . ~ ~ . ~ • , _ _ ~ - - - _ . DRaItNAGE PLAN FOR SHORT PLAT N0. 604-89 Tir. Edward Slnuka , N. 5306 McDonald Rd., , Spokane, WA 99216 . Revised March 14, 1992 The area where the ProPosed short Plat~ is located has a Possible threat of being flooded from the north side of Sanson Avenue. The area to the north of Sanson avenue is composed ot mainlg scattered timber with a small amount of land adjacent to Sanson Avenue that is farmable. The existing topography maps indicate 180 acres ma_y drain toward the inter- section of Sanson avenue and AicDonald Road. Using the Soil Conservativn Service (SCS) method for determining runoff for basins larger than 10 acres, the follnwing equations are found on page 3-2 of Guidelines for Stormwater Management by the Spokane Engi- neer's Off ice. S _ 1000 _ 10 CN Q _ (P-0.2„~~ _ P + 0.81 S is the poteatial abstraction in inches. P is the total storm rainfall in inches. 04 is the runo f f curve number. Q is the actual direct runoff in inches. Slope from topography 10%. From p. 6-8 for average of soil Group B and wood or fvrest land: thin stand poor cover, no mulch, indicates a C:V of 66. S 1660 ' 10 = 5.15 From ISOPLOVIALS of SO-year, 24-hour precipitation graph, p. 6-7, Fig. 4: P= 2.4inches ~ 1.37 positive number P - 0.2S = 2.4 .2(5.15) Q _ (2.4 - 0.2S) 2 _ (1.31)2 2.4 + 0.85 2.4 + .08(5.15) ' ~ Q = 0.2878 = 0.29 CFS . I Drainage Plan, Short Plat No. 604-89 2 Length from graph, p. 6-10, Fig. 7, for 180 acres is 4500 feet approximately. From SCS Technical Release No. 55, Eq. 3-2. L _ 1' 8 (S + 1) * 7 1900 Y'S L is the lag in hours. 1 is the hydraulic length vf watershed in feet. S is 1CN0 - 10 CN retardance factor. Y is the watershed land slope in percent. L _ 4500'8(5.15 + 1).7 1900(10)'S L _ 4500'8(6.15)'7 6008 L _ (836. 7) (3.56626) 6008 L = .49665 hnurs (use .5) L~ 0.6 Tc Eq. 3-1, p. 3-5 Tech. Rel. iVo. 55. or Tc 6 = 0.83 hours to time of . ' concentration Using Storm Guidelines Table 12, pp. 6-29 and 6-30 for discharges for Type II storm distribution (CMS/in): sm = square mile Table for 0.75 hours: For 12.3 hours, f ind 388 Table for 1.0 hours: For 12.3 hours find 301 Extrapolate for 0.83 hours: ' Q = 388 - 388 - 301 ,83 - .75~ .25 Drainage Plan, Short Plat No. 604-89 3 Q = 360.16 CSM/in. Q = (360)(.29)( •180 acres ~ 640 acres/sm Q = 29.37 CFS Potential Flow over Sanson Avenue using the Broad-Crested Weir formula: Q = 3PH1.5 Q from SCS method = 29 CFS P is length of weir perpendiculat to flow. H 1.5 _ Q _ 29 3P 3P P irom measuring elevations along Sanson Avenue is estimated tv be 355 feet. Eiiective height is esti- mated to be 0.1 foot and eftective length to be 305 feet with a surface elevation of 2008.25 feet. For stationing, see Sanson prof ile dracling. Q = 3(305)(0.1) Q = 28.93 CFS From the preceding calculations the maximum potential tlood elevation is 2008.25 feet. Sewer drain f ield piping is determined by the tlood elevation above McDonald Road, which is at a lower elevation than Sanson Avenue. (See Addenda, dated March 4, 1992, revised March 14, 1992.) ~ ~ ~~6 ~ ~ A D D E N D A to DRAINAGE PLAN FOR SHORT PLAT 604-89 Mr. Edward Slouka N. 5306 McDonald Road, Spokane, tdA 99216 Revised LNiarch 14 a 1992 ♦ REFERENCE: l. Drainage calculations south oI Sanson Avenue and east of McDonald Road, dated July 10, 1990. 2. Drainage calculations north oi Sanson Avenue, dated January 16, 1992. 3. Drainage drawing showing protiles of Sanson Avenue and McDonald Road. 4. Drainage topographic map drawing No. C900611R, dated March 4, 1992. o~•r ' 3 ~ 4-~ .~a1~~. . ` ~ ~ -'"~`,I( ,,1; i~'~, h ♦ , ' _ _ _ _ Short Plat 604-89 1 March 4, 1992 The south side of Sanson Avenue, where Tract "A" of Short Plat 604-89 is located, is a low area that is drained by a 24" culvert across LMcDonald Road (see Ref. 3 and 4). The drainage calculations (Ref. 1) show that the expected runoff for the area south oi Sanson and the 16" CMP across Sanson Avenue is 11.6 CFS. The hydrographs show that the 24" CMP should handle 12 CFS. The runoff calculations north of Sanson Avenue show a runoff of 29 CFS tor 180 acres. The amount actually running over Sanson avenue would be 29 CFS - 6 CFS (18" (:MP) = 23 CFS. 17 CFS will have to run off over McDonald during the 50-year maximum runoif expectation. 23 CFS will have to run off oner Sanson during the 50-ye3r maximum runoff expectation. • Shott Plat 604-89 2 March 4, 1992 Using a broad-crested weir iormula for McDonald Road, the following formula: Q = 3 PH1'S applies Q - L•low CFS P= length of weir perpendicular to flow g1.5 _ ~ = _iT 3P , i. e. , 29 - 12 = ~ QFS Eitective length of P from measuring elevations along McDonald Road is estimated to be 140' (from station - 50' to___ 195' . i Hl' S - 0 = .1214 1 H = 0. .L=`ll . 5 = 0.1?10. 666 K = .25 teet The 50-year flood plain potential elevation of the pool of water east of McDonald Road is estimated to be 2007.42<. Therefore, sewer drainfield piping would have to be above this elevation. McDonald surface elevation is 2407.17' adding .25' equals 2007.42' . • ~ ~ y~ CULV,ERT ANALYS I 5 VERSI`ON :2e O: CURRENT DAY,E CURRENT T I ME FI LE NAME F TLE 'D'A_ TE 03--22--19. 20..1 3. 1 c 26. SR60489'' 3-22-92 +PEkFORMANCE-CUR:.VE- DI,SI:HAMGE RANGE- ,OF FL'OWS ANALYZED: M T.NUMUM Q I SfyHAPrE (:~~FSt) '2r. 'DES I GN D I SGHARGE C GFS) 29 MAX Z,MUM "DISCHAf;GE 29' ~cl A- S-LT,E DATA ~ b- GULVERT SHAFE., 'MATERI-,AL,, INLET I U ~ :"L' IhlLET OUTLE~T I:ULVEPT : F~A~tRELS SPAN f~ISE MANN. INI.~ET r :V: ELEV-: ELEV. LENG7N t--SHAPE N TY~PE #l, C FT~) ~ C FT J < F'T I ':MATEf~~I AL (F T) FT 1 N. ; S ; _ _ _ ! =2- 002.. 70 26,02460 30'.'t~0 ; 1-~: SP 2-. v~i 2~. Od .024 '~:ONVENTIONAL S . ':.3 • ~ ' i ~ 4.1 S~ 15' ; i 161' ~ , 2 ,CUkRENT DATE CURPENT 7lME' F I LE NAME F I LE DATE c4: 1.3: 26' SR604W~ 3722-92 ,r~,ULVEf,~T NUI!1BER-: 1_ CULVEk?T J'NVEPT, DATA I NLET ~Ta4T I`ON ( FT) 0.00 I NLET ELEVAT I,ON C F7 ) 2UQ2.,74 OUTLET STAT I ON (,FT ) 30,00 -OUTLET ELE-VAT.I.ON (FT ) 2UU2» 60 ,.IVUMBER OF 'BARREL-5 ;1, 00 SLORE :(V=F7/H-FT ) 0.0033. 'CULVERT LEN13TH ALONG SLOPE ('FT) '_34.00 , bARREL SHAF',E o C Y F.'CULAR FT I N, D I AMETER. ZARREL MATER I,AL: WITM, A rIAWI NG' S N! OF 0.024 I NLET TYPE s CONVENTI[]Mp L I NLET EDGE AND WA LL : TH'I N EDGE ~ PROJECT-I!NG -I NLFT DEPRESS I ON,: ,iVONE 'DOWNSTREAM GHAIVIVEL CROSS=SECT I ON ~ HOTTOM WID'TH ('FT ) 3.00 , S I DE SLOPE W/ V : 1 4.14 , CHANtVEL SL_OP.E V•/H (FT1FT) t7.. 002 MANN I IVG I ! S N 0.11630 CHFINNEL I NVERT ELEVAT I ON < FT' y 2QC~2: 60 i.:ULVERT ~.2003-1~ OUTLET INVERT ELEVAT I ON AT' .3CURRENT DATE CUiRkENT-TZME FTLE NAME FILt DAYF 03-22--1.9: 24 a-13,e 26 -SP60489 3--22--9:~ UN I FORM FLOW RAT I NG t1UFVE FOR, DOWNSTREAM CHANNEL FLOW W. S,: E. FRQUDE "V.EL. :SHEAR (,rFS ) (,FT ) NO. (FPS`) t,PSF a '29,. 00, 2066. -33 Q. QOQ -26 59 0. :56 .29.. 00; 2006..:~3 o'...004 2.59. 0.58 29.. 00 2006,.-33 .O,. 0 a0 2,59 0.58 29,. 00' 2'0'06.. 33 0.. 004 2.-59. 0.-58 2-5 . 00_ 2006 . 33 0..~ 000 2,59 0.58 29.00, 2006.33 0-, OQ4 2.59 0. 58 29, 00 20OE~'. 33 .0'.J04C~ 2 ,.,5,9, .4. 56 00 2046 ..33 :0. 006 2..59 ~ 6.58 9.00 ~006.3b 0..4.00 2,55. Q.-58 29.. 00, 2006 . 33 0. Ot?0 2.59 .0. ,59 ,29o(70 2006.33 0.1"000 2..:59 0.58 SELEGTED. OVEP;TOFP I IVG CRtST ROADWAY SURF'AI:E'» GRAVEL EMBANKMENT `TOF- WTDTH- (FT) s 20,. 40 USER DEF I NED. ROADWAY ,PROF I LE C,ROSS-SECT.I ON X Y LO,ORD. iV0 0 (FT ) (FT.) ~ 1 0,o 0.0 2008.00 21 74,.,00 _2007d 17 , 3 177,00 2007.17 ~ ~_127'. OQ 2007 e 1'52 5 245. 44 2948.» 38 ~ $ rURREtVT DA.TE- 11"URRENT T'I ME F I LE NAME F Z LF_ -DATE 03-22=19 24 a.1-3: 2b . SPE0489 3--22-52 SUMMARY' OF CULVER7 FLDWS-(,CFS,) F'I LE a- 8P644,89 DATE-.: 3-22--92 ELF-V C~FT-> TOTA~L .1 -3` 4 .5' 6 OVEFTOP ITE~R '2007 . 31 29' 14 O 0 ,0 v 0 15, 2 20076 31 29- 14 U 0 G 'O 4 1,5 1 .:2007.3.1 29 14 0 ,U o 0. 0 1:5 1 '2607 e 3.1 29, 14 0 0 4 4 15 1 2007.131. 29 14 nl.0 0 0 0 fS 1 .2c70,7,q 31 29 1_4 0. 0, 0 0 4 15 1. 2007,31 29 14 0 o' 0 v v 1,5 1 - ='OU7. 3.1 25 14 U G 0 ~-15 l. 2007.31. 29: 1.4. n 0 0 0 0 15 1 2007.34 29 14 U V O O 4 1,5 1 2007.31 29-- 1.4 o 0 0 .0 '0 15 1 5 CURRENT DATE CURFcENT T i ME F i LE IVAME F i LE DATE 43-22--1 9 20: 13: 26 SP60489 3-22-92 CULVEf?T # 1 PERFQRMANCE LURVE F0R 1 BARREL (5) Q HWE TWE IGH OCH CCE FCE TCE VO (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) <fpsl 14 2407 . 31 2406 . 33 2.39 4.61 4.61 0.00 0.00 4.47 14 2007.31 2006.33 2.38 4.61 4.61 0.00 0.00 4.47 14 2007.31 2006.33 2.38 4.61 4.61 0.00 0.00 4.47 14 2007.31 2006.33 2. 3B 4.61 4.61 0.00 0.00 4.46 14 2007.31 2046 . 33 2.38 4.61 4.61 0.00 0.00 4.46 14 2007.31 200E. 33 2.38 4.61 4.61 0.00 0.00 4.46 14 2007.31 2006.33 2.38 4.61 4.61 0.01) 0.00 4.46 14 2047 » 31 2006.33 2.36 4.61 4.61 0.00 0.00 4.46 14 2007 . 31 2046 . 33 2.38 4.61 4.61 0.00 0.00 4.46 14 2007.31 2006.33 2. 36 4.61 4.61 0.00 0.00 4.46 14 2007.31 2006.33 2.38 4.61 4.61 0.00 0.00 4.46 SUMh'iARY OF I TEP.AT I VE SOLUT I ON ERROF:S F I LE: SP60489 pATE: 3-22--92 HEAD HEAD TOTAL FL_OW X F'LOW ELEV (FT ) ERP.ORt FT a FLOW (CFS) ERf'OR (CFS ) ERRUR 2007.31 0.00 29 0 1.71 2007.31 0.00 29 0 0.76 2007.31 0.00 29 O 0.35 2007.31 0.00 29 U 0.07 2007.31 0.00 29 4 4.05 2007.31 0.00 29 0 0.04 2007.31 0.00 29 4 0.03 2007 . 3 1 0.00 29 0 0.02 2007.31 0.00 29 G 0.02 2007 . 3 1 0.00 29 0 0.01 2007.31 0.00 29 0 0.01 r . ~ TAGGART ENGINEERING & SURVEYING Licensed: Suite 17-15 Idaho Office: Washington • 1963 N. 2128 Pines Road Rt. 2 Box 22 Idaho - 1968 Spokane, WA 99206 Potlatch. ID 93955 1-800•637-3074-NATIONAL 1•509-924-9993 1•208•875•0555 March 16, 1992 19,92 ' , ~ Ronal d Horman, P. E. Spokane County Engineer Gary S. Nel son, P.E. Planning Engineer Spokane County Engineers Office N. 811 Jefferson Spokane, WA 99260-0170 Subjecti: Edward Slouka's Short Plat 604-89 Reference: Your letter of March 5, 1992 Concerning the Drainaqe Dear Mr. Horman and Mr. Nelson: Thank you for your letter of March 5, 1992, concerning the Short Plat 604-89. As the prints were not sent, I da not know what concerns you have on them. However, a drafting error on McDonald Road's profile has been f ound; also a labeled elevation on Sanson Avenue has been corrected. I was not made privy to any change in the scope of the work for this project. I was retained by Mr. Slouka to cdmplete a short plat. No mention was ever made to accomplish a binding site plan and/or building requirement plans to include a site plan. Mr. Duke Martin has an architect hired to do a site plan. Someiiow, these things have gotLen mixed together. You made no mention of parking requirements or access roads in the short plat review. A drai nage area map was submitted to your off ice i n June, 1990. Hydrographs were sent separately on culveri;s in June, 1990. I left additional copies at your office with Scott on 3/16/92. I am not designing culvert placements. The existing culverts were placed by Spokane County. The graphs show what might be expected for flow through th en (estimated). The graphs were made from acLual tests of s imi 1 ar but not fi el d condi ti ons by the U. S. Bureau of Roads possibly. Also, the grapfis do no-t indicate f1ow witri a head. The 24" cul uert might flow more than 1.5 times the amaunt shuw in tije calcul ations take» from the graph with a3 or 4 ft. heao. As this would nat change the result very much, no calculations are planned to show this. A topographical map for the area soutt; of Sanson Avenue and East oF McDonal d Road was submi~ted in June, 1590. Anotiier copy is enclosed. This map shows ~ -Ad 1 i • Mr. Horman & Mr. Nelson/P1el Taggart March 16, 1992/Page Two approximately an area 873' East and West by 400' North and South draining into the low area at the Southeast of Sanson Avenue and McOonald Road. The drafti ng error menti oned in the prof i 1 e of McOonal d Road caused a hi gher than expected ca11 for ihe flood plain. A revised topographical map with a potential flood plain of 2007.42' is shown in lieu of 2007.95'. This is arri ved at by addi ng 2007.17' (PicDonal d Road' s surface ) and the expected height of the broad-crested river height for the flow over McDonald. McDonald is another dam that has to be considered and is lower than Sanson Avenue. adding the height of McOonald, 2007.11, and .25' for the elevation of the water as it crosses over McDonald, you get 2007.42' elevation. This is the expected flood plain elevation for the low area ben,ind McDonald Road. As soon as your comments on the map are received, I will correct them. A similar project in Idaho that the U. S. Corps of Engineers diked was decl ared a nan-creek area. It di d not have an annual fl ow of water, and no high water mark on the vegetation due to lack of wat2r flow. Therefore, no hearings were held to dike the area by the U.S. Corps of Engineers. In my opinion, the area shown for a future driveway into lot "A" is partly in the fl aod pl ai n, but is not i n the fl oodway. I t i s an i nl et and has no current in a potential flood. I recommend you approve Mr. Duke Martin's request to fill in this small area for a driveway for access into Lot "A". Thank you for your help in this matter. Please let me know if you have further questions. Sincerely, .7; me-& Melvin Taggart P.E. 8446 MT:pb c:file Encl osure ' TAGGART ENGINEERING & SURVEYING Licensed: Suite 17• 15 Idaho ONice: Washington • 1963 N. 2128 Pines Road Rt. 2 8ox 22 Idaho • 1968 Spokane, WA 99206 Potlatch, 10 93955 1-800-637•3074•NATIONAL 1-509-924-9993 1•208-875•0555 March 16, 1992 1992 ~ ~ Ronal d Horman, P. E. Spokane County Engi neer Gary S. Nelson, P.E. Planning Engineer Spokane County Engineers Office N. 811 Jeff erson Spokane, WA 99260-0170 Subject: Edward Slouka's Short Plat 604-89 Reference: Your 1 etter of March 5, 1992 Conerning the Drainage Dear Mr. Horinan and Mr. Nelson: Thank you for your letter of March 5, 1992, concerning the Short Plat 604-89. As the prints were not sent, I do not know what concerns you have on them. However, a drafti ng error on McDonal d Road' s prof i 1 e has been found; al so a labeled elevation on Sanson Avenue has been corrected. I was not made pri vy to any change in the scope of the work for this project. I was retainzd by Mr. S1 ouka to complete a short plat. No mention was ever made ta accompl i sh a binding site plan and/or building requirement plans to include a site plan. Mr. Duke Martin has an architect hired to do a site plan. Somehow, these things have gotten mixed together. You made no mention of parking requirements or access roads in the short plat review. A drai nage area map was submitted to your off ice i n June, 1990. Hydrographs were sent separately on culverts in June, 1990. I left additional copies at your office with Scott on 3/16/92. I am not designing culvert placements. The existing culverts were placed by Spokane County. The graphs show what might be expected for flow through them (estimated). The graphs were made from actual tests of similar but not field conditions by the U. S. Bureau of Roads possibly. Also the graphs do not indicate flow with a head. The 24" culvert might flow more than 1.5 times the amount shown in the calculations taken from the graph with a 3 or 4 ft. head. As this would not change the ~ result very much, ~&&,ocalculations are planned to show this. ~ • 6-/Uo ~ A topographical map for the area south of Sanson Avenue and East of McDonald Road was submitted in June, 1990. Another copy is enclosed. This ma' shows ~~~#Ve7_ 6T y , Mr. Horman b Mr. Nelson/Mel Taggart March 16, 1992/Paqe Two . approximately an area 873' East and West by 400' North and South draining into the low area at the Southeast of Sanson Avenue and McDonald Road. The drafting error mentioned in the profile of McDonald Road caused a higher than expected call for the flood plain. A revised topographical map with a potential flood plain of 2007.42' is shown in lieu of 2007.951. This is arri ved at by addi ng 2007.17' (hicDonal d Road' s surface ) and the expected height of the broad-crested river height for the flow over McDonald. McDonald is another dam th at has to be considered and is lower th an Sanson Avenue. Adding the height of McDonald, 2007.17', and .25' for the elevation of the water as it crosses over McDonald, you get 2007.42' elevation. This is the expected flood plain elevation for the low area behind McDonald Road. As soon as your comments on the map are received, I will correct them. A similar project in Idaho thai the U. S. Corps of Engineers diked was decl ared a non-creek area. It di d not have an annual fl ow of water, and no high water mark on ttie vegetation due to lack of water flow. Therefore, no hearings were held to dike the area by the U.S. Corps of Engineers. In my opinion, the area shown for a future drivetivay into 1ot "A" is partly in the fl ood pl ai n, but is not in the fl oodway. I t is an inlet and has no current in a potential flood. I recommend you approve h1r. Duke Martin's request to fill in this small area for a driveway for access into Lot "A". Thank you for your help in this matter. Please let me know if you have further questions. Sincerely, I~~ 4011n~ Melvin Taggart P.E. 8446 MT:po c:file 1 TAGGART ENGINEERING & SURVEYING Licensed: Suite 17•15 Idaho Office: Washington - 1963 N. 2128 Pines Road Rt. 2 8ox 22 Idaho - 1968 Spokane, WA 99206 Potlatch, 10 93955 1•800-637•3074-NATIONAL 1-509•924•9993 1-208•875-0555 March 24, 1992 Ronald Horman, P.C Spokane County Engineer Gary S. Nelson, P.E. Planning Engineer Spokane County Engineer's Ofiice N. 811 Jefferson, Spakane, WA 99260-0170 Subject: Edward Slouka's Short Plat 89-604 Reterence: Your Letters of March S, 1992 and March 23, 1992 Dear Mr. Horman and Mr. Nelson: Thank you for your letter of March 23, 1992 concerning Air. Slouka's SP 89-604. The 2nd paragraph of your letter is referring to elevations 2007.42 and 2007.95. I tried several times to get an answer from you on this aad made two trips down to trq to get you to give me an answer on whether McDonald should be considered approximatelq .5' higher than measured. Since I was left without an answer, you got both on Drawing C900611R, dated revision FeUruary 28, 1992. On sheet 1 af l, the houses are shown above 2007.95. In paragraph 3 oi yaur letter you missed the point on this submittal. It is an olci submittal that is used only for pages 1 and 2 for the amount af expected L•low from 8.02 acres. You requested this information in your previous letter (March 5, 1992). The drainage calculations (p. 3 and on), are no longer applicable. No work is planned an this site. Page 1 0f Drainage Calcu'lations shows the calculations far 8.02 acres (i.e., 5.5 CFS), and page 2, expected additional from 10y of the area .being paved or with houses. (CFS) .l x .95 = .095 or .1 + 5.5 5.6 CFS We have added the dimensions to the lots. Also you can see there was, and still is, a note ta sez "S. PLT for BRG & Distances" araund Lracts. Harman/Nelson Letter (Re Slouka Short Plat) Page 2 of 2 March 24, 1992 The draiaage area is larger than the tracts and it was submitted earlier on Drawing C900611R, dated .Tune 11, 1990. The revised drawing removed att as I thaught once was enough. You wanted the map of the area sonth of Sanson again in your March 5, 1992 letter. Therefore you were sent the map on the obsolete topography map. We are moving the map to Sanson Avenue and McDonald ltoad drainage iniormation map and prof ile at this time. Therefore Drawing C900611, dated June li, 1990, wil'1 no longer be used. I did not feel it was kosher to order the client to pay far additional drawings and maps to be updated if the old one would sutiice. You evidently want the drainage plans to stand by themselves without the benef it of the short plat. In my opinion, this is overkill and costly to the client. I recalculated McDonald Road without any culvert. iTsing a broad-crested weir inrmula and 29 CFS + 5.6 CFS = 34.6 CFS total runof L• from both north and scauth of Sanson. Therefore: Q = 3PH1.5 Q = 34.5 CFS g1.5 _ Q _ 34.5 3P 3(140) R = .082142.666 H = .189279 H = .2 ft. Add .2 ft. to the expected height af McDonald now at 2007.17 and an anticipated (2" paving and 4" crushed rock) .5 f t. in the future, we sllould get the iallowing: 2007.17 .2 .5 2007.87 f t. The houses are shAwn at 2007.95'; therefare Che houses should not be flooded. The above ealculations are to revise the ones submitted on March 14, 1992. Please let me know if you have anv questions. Very truly yours, ~ Melvin Taggart, P.E. & P.L.S. MT/ipa , ~ 1 R • MA' ~ ~ . •i1~ '".:~t:~~ TRANSAMERICA TITLE INSORANCE COMPANY - t-- North 720 Argonne Spokane, Washington 99212 Prepared For: Order No.: BS-151574M Edward Souka Certificate for Filing Proposed N. 5306 McDonald SHORT PLAT N0. 89-604 Spokane, WA 99216 Charge: $125.00 Attn: Ed Tax: 9.75 cc: Spokane County Planning Total: $134.75 cc: Spokane County Engineering cc: Taggart Engineering SECOND REPORT SHORT PLAT CERTIFICATE Effective Date: February 24, 1992 at 8:00 a.m. In the matter of the short subdivision to be submitted to Spokane County for approval, this company has examined the records of the Spokane Countv Auditor' s and C1 erk' s of f ices , and the of f ice of the C1 erk 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 paid for this certif icate. E'rom such examination, the company hereby certif ies the title to the following described land, in said Spokane County, to wit: Those portions of Tract 107 of PLAT NO. 4 OF WEST FARMS IRRIGATED TRACTS, as per plat thereof recorded in Volume "O" of Plats, page 51, described as follows: LOT "A": COMMENCING at the Northwest corner of said tract 107; thence North 89°42'23" East 258.60 f eet; thence South 00°O1'18" East 25.00 feet to the point of beginning; thence South 00 ° O1' 18" East 209.00 feet; thence South 89°42' 23" West 50.0 feet; thence South 00° 03' 30" East 34.00 feet; thence North 88°06'28" West 183.57 feet; thence North 00°03'30" wegt, 216.08 feet; thence along a curve to the right whose radius is 20.00 feet, interior angle is 89°45'S3", a distance of 31.33 feet; thence North 89°42'23" East 213.68 feet to the point of beginning; LOT "B": COMMENCING at the Northwest corner of said Tract 107; thence North 89°42'23" East 258.60 feet; thence South 00°O1'18" East 25.00 f eet; thence South 00°O1•18" East 209.00 feet; thence South 89°42"23' West 50.0 Feet; thence South 00°03'30" Eas; 34.00 feet to the point af beginning; thence South 00°03'30" East 78.00; thence South 78°54'S2" West 186.91 feet; thence North 00° 03' 30" West 120.00 feet; thence South 89°06'28" East 183.57 feet to the point of beginning. (continued) . ~ Order No.BS-151574M Page No. 2 LEGAI, DESCRIPTION (cont.): LOT "C": COMMENCING at the Northwest corner of said Tract 107; thence North 89°42'23" East 258.60 feet; thence south 00°O1'18" East 209.00 feet to the point of beginning; thence North 89°42'23" East 400.00 feet; thence South 00°01'18" East 416.83 feet; thence South 89°51'46" West 538.20 feet; thence North 00°03'30" West 75.00 feet thence South 89°51'46" West 95.00 feet; thence North 00°03'30" West 193.10 feet; thence North 78°54'S2" East 186.91 feet; thence North 00°03'30" West 112.00 feet; thence North 89°42'23" East 50.00 feet to the point of beginning. ALL Situate in the County of Spokane, State of Washington. VESTED IN: EDWARD J. SLOUKA and RUTH E. SLOOKA, husband and wife. EXCEPTIONS: 1. General taxes, as follows, together with interest, penalty and statutory foreclosure costs, if any, after delinquency: (lst half delinquent on May 1; 2nd half delinquent on November 1) Tax Account No. Year Amount Billed Amount Paid Principal Balance 46344.0307 1992 $1,484.90 $0.00 $1,484.90 2. Assessments levied by Trentwood Irrigation District No. 3, together with interest, penalty and statutory foreclosure costs, if any, after delinquency: Tax Account No. Year Annual Billinq Amount Paid Balance Due 46344.0307 1992 $413.81 $0.00 $413.81 3. Liability to future assessments by Trentwood Irrigation District No. 3. (continued) ~ I I Order No.BS-151574M Page No. 3 4. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: Trentwood Irrigation District No. 3 AND: L.F. Bennett, et al DATED: October 10, 1919 RECORDED: April 23, 1920, Volume "U", page 108 RECORDING NO.: 587399 REGARDING: Connection to water main and electrical and payment of same. 5. Reservations contained in deed, Spokane Valley Land & Water Company, a corporation, Grantor, recorded on October 31, 1916 under Recording No. 486126, as follows: That the Company hereby reserves, and the Purchaser does hereby grant unto the said Company the right of way now or hereafter deemed necessary by said Company for the construction and maintenance of all canals, flumes, ditches and lateral ditches of said Company, over and across said above described land for the irrigation of said land, as well as other lands. 6. Restrictions imposed by instrument recorded on October 31,'1916, under Recording No. 486126, as follows: That the purchaser shall not erect or place or permit to be erected or placed within 50 feet of a lateral ditch or canal of said Company, upon or near said premises, any stable, stable yard, poultry house or yard, water closet, privy, cesspaol, manure pile, or any enclosure or structure or condition productive of offal that might befoul the water of any canal or ditch belonging to the said Company. 7. NOTICE TD THE POBLIC A1VD THE TERMS AND CONDITIONS THEREOF: GIVEN BY: Edward J. Slouka and Ruth E. Slouka REGARDING: Agreement to join and participate in the formation of a Road Improvement District or any road improvement project sanctioned by County of Spokane, and not to oppose or protest assessments therefor. DATED: December 11, 1980 RECORDED: December 15, 1980 RECORDING NO.: 8012150141 AFFECTS: Lots "A", "B" and "C", and other property 8. Potential liability for assessments levied by Spokane County IItility Department for the Aquifer Protection Area. To verify, call 458-2538. In order to make payment, account number is necessary. (continued) I ~ Order -No. BS-151`57,4M 'I Page No. 4 :TRANSAMERICA TITLE INSORANCE, COMPANY by,:_ Bernie J. '~y:; Title.,Offi'cer .For .Service on th-is Order, Ca41-:- (509 922--222,2 NOTE. 1 Property 'Address: N. 5~30'6. ,McDona°1d, Roadr, 'Spokane, WA~ 9921.6 a-s to Lots ll, - - A , ~~B~~ an'd ~~C. For verilfication of address, please call the City Publ'i°c Works Department at 4`56-43'0.0 or the County Publ ic Wor-ks Depa rtment at 4 56 - 3 6,7 5. ENCLOSURES; Paragfaph ( s)2,, 3, 4., 5 Plat map alf ~ 4 ; ! I ~ j 26 ~ SE ~ i t ~ ~ i ~ ~ ~y • ~ ~ ~ ~ ~ _ _ ~ ~ - t • ~ 1 ID - d ~ ► ~ ~ ~ {i R ~ G ~ 7 ~ ~r ' ~ • r~ l - r ~3- ~ ~ o ~ / ~ ~ ~ 1 u • ` ' ~ j ~ - ~ ! 7 r'~i 1 l J 0,614 Q`) E- QD r ~ !0 ~1 t 1 LJ , I r~ ~ ! 1 U' . ~,24~~ I ~13 I ' ~ 35 . ~'po~ •p ~ ►to~ ~ N ~ ~ ~14 a IV ~ ~ . . . ~ ~ S P O K A N E C O U N T Y OFRcs oF 'I`HE CocrNw EavcuvEMt • A Drvrsiotv oF nmPueuc WomDgrnxrh[avr Ronald C. Hormann, P.E., County Engineer Dennis M, Saott, P.E., Di.rector April 6, 1992 Melvin Tagqart N. 2128 Pines Road Spokane, Wa. 99206 RE: Short Plat 89-604 Dear Mr. Tagqart, We have reviewed your March 24, 1992 letter, drainage calculations, and drainage plans submitted for short plat 89-604. We are in agreement with the conclusions contained within tnese documents. The following language should be added to the plat dedication to notify all potential purchasers reqarding these conclusions. 1. The lowest openings, including basement openings,for any structure shall be constructed no lower than elevation 2007.95. See "Drainage Plan for SP-604, Sheet 1 of 2" for benchmark. 2. The drain field easement, as shown hereon lot 8, is granted to lot A. See the attached comments on "Drainage Plan for SP-604, Sheet 1 of 2" regarding the TBM notation. Al1 calculations and plans need to be stamped with a Professional Engineer's stamp and signed. The stamped and signed original ink on mylar drawings are then given to our office. Very Truly Y urs, Ga~y S Nels n, E. ~ Plann g Engineer sp89604 N. 811 Jefferson Spokane, WA 99260-0180 (509) 456-3600 FAX (509) 456-4715 ~ LUU 1.3' N18 O OUTLET ~ 2~06.0~ ` 2-18"C.M.P -i=- , INLET . -t- ~t - PLUGED PRIVATE ~ RO%D SANSON_ 2008.0 ,i 2007.0' 2006 5' 16 C. M. P ADD HANDS PFR SPECI FI C/~TIONS _ -x :a ATTACHFO POWER- . ~ POLE o N O x~ • . 20o SET SPl KE 2007. 0' . O 2007,9825' _ lot ~ f x C~y 20 30- x r~ J 3: z FENCE a: o o ~ - . 2004.0' - ~ o Q , N ~ . ~ IRE , HYDRANT 51 ± ti 0 0 tc\j V ~ 2002.0' iv x 3't WIDE DRAINAGE : DITCH, 2' DEEN ~ 2003.2' N ~ tl 2002.5 OUTLET ~ • INLCT- 2002.7 2n02.6'--~ - 24" C.M.P. 2007.0' ~ -J- cr- _ --r• 2001.0' - I6~ _ _ " y 2005.0 ~ , - . , 2000.0' ' N ACCESS~ 9OA►D TO TRACT A I J I ~ a ~ , I O I 1 L ' ~ 78M 8Y REF TO SPX-90 I ZFE HYDRANT WEST SIDE d~ O~ ~ OF Mc DONALD ROAD ELEYATION 2005.14. ~1 - SUBTRACT 4.511 FROM ORAINAGE CONTOUR MAP EOR . ~ EQUATION TO B.M. (i,B.FN. ELEV.2009,651) ~ ~ z ~ vyE . ..0of - ~ / ti s DRAI11iAGE I'LA.N FbR SHORT PLAT Na, 604-$9 Mr. , Edwa rd Slo uka N. 5346 McDaaald Rd., Spakaae, WA 99216 Revised Nlarch 26, 1992 The area where the propased short plat is located has a possible threat of being f3.ooded from the north side of Sanson Avenue. The area ta the north of 5anson Avenue is eamposed or- mainly scattered timber with a small amount of land adjacent to Sansan Avenue thae is farrn.able. The existing tapagraphy maps indicate 1$0 acres may drain toward the inter- section of Sanson Avenue a.ad McDonald Raad. Using the Sofl Conseruation Service (SCS) methad far determining runoff Eor basins 1arger than 10 acres, the following equations are found an page 3-2 ar- Guidelines for Stormwater Managernent by the Spokane Engi- neer's Office. S ^ 1000 _ 10 CN Q _ (P - 0.22)2 p + 0.85 S is the potentia.l abstracti.an in inches. Pis the total storm rainfall in inches. CN is the runoff curve aumber. Q is the actu.al direct runoff in inches. S1Qge fram topagraphy 10%. From p. 6-8 far average of soil GrQUp B and wood vr f orest Iand: than stand paor cover, no mulc'h, indicates a CN of 66. S= 166000 - 10 ~ 5.15 k'rom I5QgLOVIALS of 54-year, 24-hour precipitation graph, p. 6-7, Fig. 4: P=2.4 inches = 1.37 pasirive number P - 0.2S = 2.4 - .2(5.15) ~ (2.4 - 0.25)2 _ (1.37)2 Q 2.4 + 0.8S 2.4 + .08(5.15) Q = 0.287$ = 4.29 CFS ~ ~ Drainage Plan, Short Plat No. 604-89 2 Length from graph, p. 6-10, Fig. 7, for 180 acres is 4500 feet approximately. From SCS Technical Release iN0. 55, Eq. 3-2. L _ 1'8(S + W 7 1900 Y'S L is the lag in hours. 1 is the h}•draulic lengtn of watershed in feet. S is 1~~0 - 10 Cy retardance factor. Y is the watershed land slope in percent. L _ 4500'8(5.15 + 1)'7 1900(10)'5 L _ 4500'8(6.15)'7 6008 L _ (836.7) (3.5662b) 6008 L = .49665 hours (use .5) L= 0.6 Tc Eq. 3-1, p. 3-5 Tech. Rel. No. 55. or Tc =:6 = 0.83 hours to time of concentration Using Storm Guidelines Table 12, pp. 6-29 and 6-30 for discharges for Type II storm distribution (OMS/in): sm = square mile Table for 0.75 hours: For 12.3 hours, find 388 Table for 1.0 hours: For 12.3 hours find 301 Extrapolate for 0.83 hours: , , Q = 388 - 388 - 3017.83 - .75~ .25 ~ ♦ Drainage Plan, Short Plat No. 604-89 3 Q = 360.16 CSM/in. Q = (360)(.29)( •180 acres ~ 640 acres/sm Q = 29.37 CFS Potential Flow over Sanson Avenue using the Broad-Crested tiJeir formula : Q = 3PH1.5 Q fram SCS method = 29 CFS P is length o£ weir perpendicula= to flow. H 1.5 _ Q _ 29 3P 3P P from measuring elevations along Sar_son Avenue is estimated to be 355'. Effective length is estimated to be 305' with a surf3ce elevation of 2008.25'. For stationing, see Sanson profile drawing. _ 29 1 .666 H 3(305) - 0.1 From the preceding calculations the maximum potential ilood elevation is 2008.25'. Sewer drain iield piping is determined by the flood elevation above McDonald Road. The drain field is proposed to be pumped to high ground in Lot B. Ta G ~f AS~~~C 84r6 ~~ONAL EXPIRES 06127! QZ- . A D D E N D A to DRAINAGE PLAN FOR SHORT PLAT 604-89 Mr. Edward Slouka N. 5306 McDonald Road, Spokane, WA 99216 Revised March 26, 1992 REFERENCE: 1. Drainage calculations south of Sanson Avenue and east of McDonald Road, dated July 10, 1990. 2. Drainage calculations north pt Sanson Avenue, dated Januarq 16= 1992. 3. Drai.nage drawing showing profiles of Sanson Avenue and McDonald Road. Short Plat 604-89 1 March 26, 1992 The south side of Sanson Avenue, where Tract "A" of Short Plat 604-89 is located, is a low area that is drained by a 24" culvert across McDonald Road (see Ref. 3). The drainage cal- culations (Ret. 1) show that the expected runoft for the area svuth of Sanson is 5.6 CFS. The runoff calculations north oF Sanson Avenue show a runoff of 29 CFS tor 180 acres. The amount actually running over Sanson Avenue would be 29 CFS minus the flow for aa 18" CMP. The runofL over and through a 24" CMP in McDonald during the 50-year maximum runoit expectation would be 5.6 CFS plus 29 CFS = 34.6 CFS. Short Plat 604-89 2 March 26, 1992 Using a broad-crested weir formula for McDonald Road, the Following formula: Q = 3PH1.5 aPplies • Q- flow CFS = 34.6 CFS P= length of weir perpendicular to ilow H 1.5 _ p _ 34.6 3P 3P Effective length of P from measuriag elevations along McDonald Road is estimated to be 140'. 1.5 34.6 H (3)140 - •0824 1 R = 0.08241.5 = 0.0824.666 H = .189. Use 0.2 ft. The 50-year tlood plain potential elevation of the pool of water east of McDonald Road is estimated to be 2007.87'. The houses are proposed to be above 2007.95' on the topographical map. The drain f ield is shown being pumped to high ground in Lot B. ,TA oF s~r,,~, ~ Xy ~ ~ 84•.6 ~y~ EXPIRES 06#271 i ' -T- l4 4 `F fZ0~1. • ~V,.~ W. 0 C-f"T • ~ ^ ~ ~ g•(LC • CAI:CUI:aTIONS~ FOR ED SLOM 1.S 'SHORT PLAT 89-604 ARF.A= FOR -DRAINAGE, APF.A., • Dr-ained south, -of Sanson, Avenue .and' east oIfj -McDonald -RAad. 87 1-. '6"' eas t and "wes t 400.' - norsh and' souzh, (approx.:) Area- 400*,(8.73.6) ~ 8,02 -acres; = - Use, 8, acr,es 'Time ,of, "CoACentration = TC- Formula p. 3-1 of "Guidel:i:aes.: ,os~ S'torniwater- Dra-inage," by, Sookane,Couiity" TC = Ct Sn 12 ,C.t = .15 ior overland flow L- 871.5 ia leagth ' S,~. 0195''by calcu-lat ion '873~'650.4) ~ 15~ [ - , TC' . .✓.019 TC = 1`6 . 42 -minutes IIs~e 16.5. minutes I = In'tens ityFrom 'graph-, Fig. 3, p . ' 6-3 I = 2 , 3" /hr Q=,CIA Where C for folliag: .pa.stii:re =..3. 'Q.i.o • 3'~2• 3) C 8) Q = 5. 5 ZFS Ed $louka's, Short Ilat 89=604 • ~ Page 2 lo c area -f1-at~ pas cure ~€o,r short -oiac a'cseMwelliag :.uait from. clsar,t, on _dwelling uaits./acse ~iaows coefiicienc- .25. Us'e .3,0 tu, be _consis:teat. ~ IS.a = I.3~~~fh= GIe1 .C ~ .3 I ° Z.'•,3''~'f h,r _ Ar,ea x` A=:ea_ of 60'.,4:635 sq. ft.. = 1.-388, fac=es Q, (~.3),(2.3=)~ `(.1.. 388) Q=~ 0'. °50 CFS, W'ithout housesi, 'etc.. ~Es.timamed 10%: o= area ~to b.ecome imp.ervioiis, ~«ich ~~houses and driv,eways.. Tfii's wouia, aaa' app°•z.ox:ma cz? ;r _.10 C~: 5 to the ±=1ow, ,:or -f or c:ie 3 ac=zs i-t vould tozal -5.6' CFS-.. _ TAGG' , - ofwASj;, ~ ~ `y ,t c ~ ~ U4OiP a •rp ~A~p~- ~r~ ~ .,Zt; 92 , _ IExPsRF.s t~/271 ~ c~ ~1 .w• s r G •M ; fi ~ it I ~A TRANSAMERICA TITLE INSDRANCE COMPANY . _ North 720 Argonne Spokane, Washington 99212 Prepared For: Order No.: BS-151574M Edward Souka Certif icate for Filing Proposed N. 5306 McDonald SHORT PLAT NO. 89-604 Spokane, WA 99216 Charge: $125.00 Attn: Ed Tax: 9.75 cc: Spokane County Planning Total: $134.75 cc: Spokane County Engineering cc: Taggart Engineering SECOND REPORT SHORT PLAT CERTIFICATE Effective Date: February 24, 1992 at 8:00 a.m. In the matter of the short subdivision to be submitted to Spokane County for approval, this company has examined the records of the Spokane County Auditor' s and Clerk' s of f ices, and the off ice of the Clerk of the United States District Court holding terms in said county. This certif icate is made for the purpose herein specified, and is not to be used as a basis for closing any transaction. Liability is limited to the amount paid for this certif icate. From such examination, the company hereby certif ies the title to the following described land, in said Spokane County, to wit: Those portions of Tract 107 of PLAT NO. 4 OF WEST FARMS IRRIGATED TRACTS, as per plat thereof recorded in Volurae "O" of Piats, page 51, described as follows: LOT "A": COMMENCING at the Northwest corner of said tract 107; thence North 89°42'23" East 258.60 feet; thence South 00°01'18" East 25.00 feet to the point of beginning; thence South 00°O1'18" East 209.00 feet; thence south 89°42' 23" West 50.0 feet; thence South 00°03' 30" East 34.00 feet; thence North 88°06'28" West 183.57 feet; thence North 00°03'30" west, 216.08 feet; thence along a curve to the right whose radius is 20.00 feet, interior angle is 89°45'S3", a distance of 31.33 feet; thence North 89°42'23" East 213.68 feet to the point of beginning; LOT "B": COMMENCING at the Northwest corner of said Tract 107; thence North 89°42'23" East 258.60 feet; thence South 00°O1'18" East 25.00 feet; thence South 00°01118" East 209.00 feet; thence South 89°42"23' West 50.0 L~eet; thence South 00° 03' 30" Eas4 34.00 feet to the point of beginning; thence Sauth 00°03'30" East 78.00; thence South 78°54'S2" West 186.91 feet; thence North 00°03'30" West 120.00 feet; thence South 88°06'28" East 183.57 feet to the point of beginning. (continued) . ~ Order No.BS-151574M Page No. 2 LEGAL DESCRIPTION (cont.): LOT "C": COMMENCING at the Northwest corner of aaid Tract 107; thence North 89°42'23" East 258.60 feet; thence south 00°O1'18" East 209.00 feet to the point of beginning; thence North 89°42'23" East 400.00 feet; thence South 00°O1'18" East 416.83 feet; thence South 89°51'46" West 538.20 feet; thence North 00°03'30" West 75.00 feet thence South 89°51'46" West 95.00 feet; thence North 00°03'30" West 193.10 feet; thence North 78°54'S2" East 186.91 feet; thence North 00°03'30" West 112.00 feet; thence North 89°42'23" East 50.00 feet to the point of beginning. ALL Situate in the County of Spokane, State of Washington. VESTED IN: EDWARD J. SLDUKA and RUTH E. SLOUKA, husband and wife. EXCEPTIONS: 1. General taxes, as follows, togetber with interest, penalty and statutory foreclosure costs, if any, after delinquency: (lst half delinquent on May 1; 2nd half delinquent on November 1) Tax Account No. Year Amount Bi 11 ed Amount Paid Principal Ba.lance 46344.0307 1992 $1,484.90 $0.00 $1,484.90 2. Assessments levied by Trentwood Irrigation District No. 3, together with interest, penalty and statutory foreclosure costs, if any, after delinquency: Tax Account No. Year Annual Billinq Amount Paid Balance Due 46344.0307 1992 $413.81 $0.00 $413.81 3. Liability to future assessments by Trentwood Irrigation District No. 3. (continued) . • s ~ Order No.BS-151574M Page No. 3 4. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: Trentwood Irrigation District No. 3 AND: L.F. Bennett, et al DATED: October 10, 1919 RECORDED: April 23, 1920, Volume "U", page 108 RECORDING NO.: 587399 REGARDING: Connection to water main and electrical and payment of same. 5. Reservations contained in deed, Spokane Valley Land & Water Company, a corporation, Grantor, recorded on October 31, 1916 under Recording No. 466126, as follows: That the Company hereby reserves, and the Purchaser does hereby grant unto the said Company the right of way now or hereafter deemed necessary by said Company for the construction and maintenance of all canals, flumes, ditcbes and lateral ditches of said Company, over and across said above described land for the irrigation of said land, as well as other lands. 6. Restrictions imposed by instrument recorded on October 31,'1916, under Recording No. 486126, as follows: That the purchaser shall not erect or place or permit to be erected or placed within 50 feet of a lateral ditch or canal of said Company, upon or near said premises, any stable, stable yard, poultry house or yard, water closet, privy, cesspool, manure pile, or any enclosure or structure or condition productive of offal that might befoul the water of any canal or ditch belonging to the said Company. 7. NOTICE TO THE PUBLIC AND THE TERMS AND CONDITIONS THEREOF: GIVEN BY: Edward J. Slouka and Ruth E. Slouka REGARDING: Agreement to join and participate in the formation of a Road Improvement District or any road improvement project sanctioned by County of Spokane, and not to oppose or protest assessments therefor. DATED: December 11, 1980 RECORDED: December 15, 1980 RECORDING NO.: 8012150141 AFFECTS: Lots "A", "B" and "C", and other property 8. Potential liability for assessments levied by Spokane County dtility Department for the Aquifer Protection Area. To verify, call 458-2538. In order to make payment, account number is necessary. ( continuecl ) •I,• 1 .Order -No.BS-15157,40 Page. _No . 4, TRANSAMERI,CA-TITLE INSORANCE COMPANY - , by . -Bernie. J. Tit-l e- Of f icer For Se"rvice .on,-this Orde-r;, -Call.: ('5091 922-2222 NOTE 1- : °Property Add.r'ess.: N.. 5,306' McDonald R'oa;d., Spokane, VA 99216, •a,s to Lots "A" o' B'n`' and ` of C of For ver ifica - ti~ ~+on of, ,addre'ss, plea,Se cal.l the _City , . . , . Publ;ic- Worki' , Department, at' 456-4300 or the County Publ ic. Wor-ks, ;Depa-r-tment a:t 4 5;6 - 3,6 7 5. _ENCLASORES : -_P.aragraph (s ) 2 , .3 4., 5" -P 1 atmap a 1'f ~ . 44 SE ~ ~ ~ • ~ ~ 26 a - , ~ ~ ~ ~ ~ ~ ~ ~ ' 1~ _ - - _ - - ~ Z.O' Q 1 ~ q~ ~,}~'G - + ~ N , 4q ~►0~ .r ~ ~ 1 } ~ ~t► \ ~j q' ~ C 1 ~ a /ob ~ V N aq ~.~'z j''~ yt ~ ~ . 1 co ~ CL F . ~ g . . M 3 3 18 N 1 l--- y J 109, ~ a na ~ . 'v 1 0 8 , so ~ ~ ~ - ~ ~ . - J ' 3 w ~ C zz~ . ' 1 ~5 ~ ° n ~t►~~ rNy -~~s. ~ na 117 ~ ~ t►nA ~ af ~4 n 1 ~ o p~ S P O K A N E C O U N T Y OFFICS OF THE COUN'[Y ENCWEER • A DNCsION OFTH6 PUBLIC WORKS DEPART1bfENT Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director April 6, 1992 Melvin Taggart N. 2128 Pines Road Spokane, Wa. 99206 RE: Short Plat 89-604 Dear Mr. Taqgart, We have reviewed your March 24, 1992 letter, drainage calculations, and drainage plans submftted for short plat 89-604. We are in agreetaent with the conclusions contained within tliese documents. The following language should be added to the plat dedication to . notify all potential purchasers regarding these conclusions. 1. The lowest openings, includinq basement openinqs,for any structure shall be constructed no lower than elevation 2007.95. See "Drainage Plan for SP-604, Sheet 1 of 2" for benchmark. 2. The drafn field easement, as shown hereon lot B, is granted to lot A. See the attached comiaents on "Drainage Plan for SP-604, Sheet 1 of 2" regarding the TBM riotation. Al1 calculations and plans need to be stamped with a Professional Engineer's stamp and siqned. The stamped and signed original ink on mylar drawings are then given to our office. Very Truly Y urs, LN ~ Gary S Nels In,.4il.) ~ Plann g Engineer sp89604 N. 811 Jefferson Spakane, WA 99260-0180 (509) 456-3600 FAX (509) 456-4715 LUUt.3' iti c;.M.r. „ C.M.P NO OUTLET 2006.0~ 2 , -18 INLET t ~t , PRIVATE ROAD PLUGED SANSON . • 2008.0' ~ 2007.0, 2006 5' 21111~~,46' 16" C. M. P. ~ nDD RANDS PF.R SPECIFICATIONS _ } ' POWER • - ATTACNFO POLE 0 N r.. 2007.0' ~ ~ - u'• ~ SET SPI KE O~ 2007.98' 25' ny 20, 0 J ~ z FENCE , 2004.0' . N ~ . ` IRE ~ _ HYORANT 51 ± ~ 0 0 ~ 2002.0 -cv x 3't WIDE ORAINAGE r_; OITCHo 2' DEEN 0 ~ l 2003.2' v ~ tl T 2002.5' OUTLET ~ • INLCT- 2002.7 2002.6 1 - 24'1 C.M.P. ' ~ . ~ _ • 2007.0' 2001.0' ~ -I OA _ _ 2005.0 ~ ~ - 2000.0' ' W ACCESS iOAD TO TRA CT ~~A' I ~ ~ e I • if ° T8M 8Y REF TO SP -90 1. FIRE HYDRANT WEST SiDE ~ o ~ OF Mc DONALD ROA~ YAT 0 E L E I N 2005.14. SUBTRACT 4.511 FROM DRAINAGE CONTOUR MAP EOR I ~ I EQUATION TO B.M. (i.e.FN. ~ ELEV.2009,650) V SE ? - - ~i ~ ~ ~ r DRAINAGE PLAN FOR SHORT PLAT iYO. 604-89 Mr. Edward Slouka N. 5306 McDonald Rd., Spokane, WA 99216 Revised March 26, 1992 The area where the proposed short plat is located has a possible threat of being flooded from the north side of Sanson Avenue. The area to the north of Sanson Avenue is composed of mainly scattered tirnber with a small amount of land adjaceat to Sanson Avenue that is farmable. The existing topography rnaps indicate 180 acres may drain toward the inter- section of Sanson Avenue and McDonald Road. Using the Soil Conservation Service (SCS) method for determining runoff for basins larger than 10 acres, the tollowing equations are found on page 3-2 of Guidelines for Stormwater Management by the Spokane Engi- neer's Office. S _ 1000 _ 10 cy Q _ (P - 0. 2S; 2 P + 0.85 S is the votential abstraction in inches. P is the total storm rainfall in inches. CN is the runoff curoe number. Q is the actual direct runoff in inches. Slope from topography 10%. From p. 6-8 for average of soil Group B and wood or forest land: thin stand poor cover, no mulch, indicates a CN or 66. S 1660 - 10 = 5.15 From ISOPLOVIALS of 50-year, 24-hour precipitation graph, p. 6-7, Fig. 4: P= 2.4 inches = 1.37 positive number P - 0.2S = 2.4 - .2(5.15) _ (2.4 - 0.2S) 2 _ (1.37) 2 Q 2.4 + 0.8S 2.4 + .08(5.15) Q = 0.2878 = 0.29 CFS ♦ ~ Drainage Plan, Short Plat No. 604-89 2 Length from graph, p. 6-10, Fig. 7, for 180 acres is 4500 feet approximately. From SCS Technical Release No. 55, Eq. 3-2. L _ 1' $ (S + 1) ' 7 1900 Y'S L is the lag in hours. 1 is the hydraulic length of watershed in feet. S is 1~~0 - 10 CN retardance factor. Y is the watershed land slope in percent. L _ 4500'8 (5.15 + 1).7 1900(10)'S L _ 4500'$(6.15) .7 6008 L _ (836.7)(3.56626) 6008 L = .49665 hours (use .5) L= 0.6 Tc Eq. 3-1, p. 3-5 Tech. Rel. vo. 55. or Tc ='6 = 0.83 hours to time of ' concentration Using Storm Guidelines Table 12, pp. 6-29 and 6-30 for discharges for Type II storm distribution (CMS/in): sm - square mile Table for 0.75 hours: For 12.3 hours, f i.nd 388 Table for 1.0 hours: For 12.3 hours find 301 Extrapolate for 0.83 hours: Q= 388 388 - 3017 ' 83 _.75 * .25 ~ ~ Drainage Plan, Short Plat N0. 604-89 3 Q = 360.16 CSM/in. Q = (360)(.29)( •180 acres ~ 640 acres/sm Q = 29.37 CFS Potential Flow over Sanson Avenue using the Broad-Crested Weir formula: Q = 3PH1.5 Q f rom SCS method = 29 CFS P is length of weir perpendicular to flow. H 1.5 _ Q _ 29 3P 3P P from measuring elevations along Sar_son avenue is estimated to be 355'. Effective length is estimated to be 305' with a surface elevation o.f 2008.25'. For stationing, see Sanson proiile drawing. . 666 - 29 ~ 3(305) - 0.1 From the preceding calculations the maximum potential ilood elevation is 2008.25'. Sewer drain tield piping is determined by the ilood elevation above McDonald Road. The drain tield is proposed to be pumped to high ground in Lot B. TA GO ~Z ...yy~ i•' ~~l ~ 8;r ~S~OTIAL QZ-- ~ EXPIFIES 061271 a I ' . AD:DEN_DA to DRAINAGE' PLAN- FOR ;SHORT' PLAT 664-89. .Mr-. Edward Slouka N. =5306, McDonal:d- ~Itoad~, ,Spokane",, mA 99:216 Revised ;Rar,ch_ 2'6, -1-5'92' REFERENCE: l.: D~rai. nage calciilations -south' '.of Sanson Avenue and eas.t oi McDonald: Road, dated J,ulv 10, 1990. , 2.., Drainage caliml`aeioris noxth o,f :Sanson Avenue, dated' January 16, 19:-92-. 3. Dra-inage- drawing showing~ profil'e's of Sanso,n Aveiiue arid KcDonaldJ(iiad . ~ i ~ Short Plat 604-89 1 Marcb 26, 1992 The south side of Sanson Avenue, where Tract "A" of Short Plat 604-89 is located, is a low area that is drained by a 24 " culvert across McDonald Road (see Ref. 3). The drainage cal- culations (Ref. 1) show that the expected runoff for the area south of Saason is 5.6 CFS. The runoFf calculations north oi Sanson Avenue show a runoif of 29 CFS for 180 acres. The amount actuallp running over Sanson avenue would be 29 CFS minus the flow tor an 18" C.. The runoff over and through a 24" CMP in McDonald during the 50-year maximum runoff expectation would be 5.6 CFS plus 29 CFS = 34.6 CFS. i Short Plat 604-89 2 Match 26' 1992 Using a broad-crested weir formula for McDonald Road, the following formula: Q - 3PH1'5 applies Q= flow CFS = 34.6 CFS P= length of weir perpendicular to £low H1.5 _ Q _ 34.6 3P 3P Etfect:.ve length of P from measuring elevations along McDonald Road is estimated to be 140'. 1.5 34.6 g (3)140 - •0824 1 H = 0.08241.5 _ 0.0824•666 H = .189. Use 0.2 tt. The 50-year L-lood plain potential elevation ot the pool of water east of McDonald Road is estimated to be 2007.87'. The houses are proposed to be above 2007.95' on the topographical map. The dr3in field is shown being pumped to high ground in Lot B. -rA cc ,r:As~,, i %Ir~ ~~o~,► 84,6 ~ ExPIRES 06!27/ ~ , . • T A au N ~ lC CALCULATIONS FOR ED SLOURa' S SHORT PI.aT 89-604 AREA FOR DREiINAGE AREA: Drained south of Saason Avenue and east of'McDonald Road. 873.6' easz and west 400' north and south (approx.) Area = 400(873.6) _ 8,02 acres Use 8 acres Time of Concentration = TC Formula p. 3-1 oi "Guidel:.aes oi Stormwater Drai.nage," by Spokane Countq TC = Ct [ Sn ]o•s Ct = for oveTland tlow L= 8 i 3. 5 in leng th S = .0195 by calculation TC = .15 j 873.6(0.4) 10•6 V.0195 TC = 16.42 minutes Use 16.5 mirtutes I = Intens ity f rom graph Fig. 3, p. 6-3 I = 2.3"/hr Q= CIA where C for foLti.ng pasture =.3 qio m .3(2.3)(8) Q = 5.5 CFS Id Slouka's Shor.t Plac 89-004 ' Page 2 SUB-AREA: Loc, area flat .paszure for shorz plac acre/'dwell=iag uniz =rom~ c~arr oa , dwejI.ing. uziits:/acre shows coe€ficieac Use, .30 to b'e coas'iszent. ' Iga_ ~ .'2.3.'~/tr Q ~ 'CIk ,C ~ ~3 2 : 3"/ hr _ Ar.ea ~ 258,4 x 234' ,Ar,ea o.r 60,, 463= sq. € t. ~ 1. 388 ;acres 'Q _=CL~ _ ( .3). ( ~..3)(1.388). 0'.'S5.0 C: S, without houses,er-c:= Is- tima.czd .10% 'o~= area to become imper-vious, wita nouses aad .driveways: Tliis,, woul-d' add -3D,Dr~OX•imaC2ly .10 CTSr ta the €iow, or, for zhe 3 ac_ zs it would. 'to ta?' -5. b, C: S, . TAGG~ - wAsk '~`~°4 'l~~~► ti~+••tatYtd_ t ~i41+h' tXPiRES i'i6/s71 ~2 • ! bld'g . Per m i't Fe.e ~F•i. 1.e, `Nb. . . - y - F'r U,i e~: t Na~ne~ Aar ~r 'r - - - - - - ~ . ~ -Ad,d rve ss ; . cw) cr~ ~ W5vml - 'F`,ari%ctl No Sponsar's Nam,~ IW Pffnnes-#~~ ,-sO 7 ~ 'JT3,Ob f'! :Eng;i neer- %.Sur veyar / Ar c h~i t:ec,t' -s, Nae ~ Te Uep h'_on.e * - ~ -,G, 57 " yM!~ PlArnn'inq Conta-c-t .P.e'r~son Da-t;e Smbm i't:t ed ' - De,sc=rfi pti-on I'iiyit tols -fZ7 IT AFTi3!~ - - . - ~ - ~ . Ai;e ,O Al- - - i= - - = _S'In-Z;r 7%A ~/FZ4 > . ' _ A~- . ,/~`rv .r.'-~~'►;~-C ~ ,~-r.~ , - L - - - - _ c, - - L..,t ~ - -Sf'r ~ - ~ d - ~ Q ¢~••~~-~-,C;:,Q . - - iL~._.~ ~ •cr )0_ - - ~ _ - - ~wc~~~~~~~ _ -4-C OK~~~ -d%ooo , _ . ~t, ~ O ~ " ~ ~ _ G•-. - - r ` Ob BI;I)G: P-ERMIT # or - FILE' # Related<<file. ( Date~ io Review Tilte . # Date to:-AA DR Time Date. Receive,d ~ Project Name No. I:o.ts , No. :Ac_r,es . SITE ADDRES S i~A►R G EL # I -t - ir ' Sponsor's Name. - Fhone Address - W.ork- # Date condi,tions mailed _ _ Coritact person li 1-~ 40- `'Q- Phone ' _ - - FLUOD ZONE Yes ,No Engineei / Suneyor's Arctiitect's. I~a~me Wa,ter _ Address Sewer Schaol - Planning Contact PeTSOn ~Phone # 456-2205 _ • ~ Date,-Subirii,tted Descriptiom Tiiit'ials / I AGREEMENT 'I'UP-AY F~ES~ COWL -E'L'ED ~ rFINAL PL'A'f ,FEES COMPLEI'ED _ 'N,OTICE TO`P;UBLIC 1 3' .4- 6, C0WS-EI'ED - OR -NOT,,NEEDIfD- NO~ ~ CE: TO PUBLZC NEEDS TO' B~ SIGNED. 3 - ~ ~ 1 /ti~•e.~~ ,nv~.~ . ~ - ~ - - ~~i ~.r/l 1~.•~+.l~r-y ~ - AT ~~.._O A . *4- ~ !Al ' ~ - ' /,T 2 IN. t' A^ -,DA R 11-1~zAaAero ~ , , - _ , le ► ~ a ~ a ~ ~~►~r ~ ~a~~' . - _ . ~C~-- x~ QL~ ~ ' ~ GK'''`^'Q' P : . -..►~'r--' _ _ s ASO, E d L j'`~~ _ _ - - - - - ~ , - . . c- C*-. . ~ . ~ Gu ~ ~ I Q,~ • ~ , ~ ' ► ~ - _ - - ~ ~~~~1~~ V r,~~1!R`~~..~.~- ~ 1Grl4r - - ~ Ltj 'E i-A, aAA +V Too ~s' r - - - t-t 4=: .p , - _ - - - - o fl►i~-~• ~ _ ` 8! - ~ - ~~95 . r~ _ .At,'S A I VD, C.~ - . ~op ► _ . ~ o . ~ ~ - . • RECtA • TRANSAMERICA TITLE INSDRANCE COMPANY North 720 Argonne j1AY 13199Z Spokane, Washington 99212 Ee- -do Prepared For: Order No.: BS-151574M Edward J. Slouka Certificate for Filing Proposed N. 5306 McDonald SHORT PLAT NO. 89-604 Spokane, W`A 99216 Charge: $125.00 Attn: Ed Tax: 9.75 cc: Spokane County Planning Total: $134.75 cc: Spokane County Engineering cc: Taggart Engineering THIRD REPORT SHORT PLAT CERTIFICATE Effective Date: February 24, 1992 at 8:00 a.m. In the matter of the short subdivision to be submitted to Spokane County for approval, this company has examined the records of the Spokane County Auditor' s and Clerk' s off ices , and the of f ice of the Clerk of the Onited 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 paid for this certificate. From such examination, the company hereby certifies the title to the following described land, in said Spokane County, to wit: Tract 107 of PLAT NO. 4 OE WEST FARMS IRRIGATED TRACTS, as per plat thereof recorded in Volume "O" of Plats, page 51; EXCEPT the folloaring 6 descriptions : (1) The South 75 feet of the West 120 feet which has a 20 foot dedication for a road on the West side: (2) The West 200 feet of the East 600 feet of the North 234 feet which has a 25 foot dedication for the road on the North side: (3) The w'est 200 feet of the East 400 feet of the North 234 feet which has a 14 foot dedication for road on the North side: (4) The East 240 feet which also has a 10 foot dedication for road on East side: (5) The North 25 feet of the West 253 feet for dedication road easement for Sanson Aveflue: (6) The West 20 feet for dedication of a road easement for McDonald Road. Also except irrigation Iine easements and other recorded easements. Situate in the County of Spokane, State of Washington. VESTED IN: EDWARD J. SLOUKA and RUTH E. SLOUKA, husband and wife. (continued) Order No.BS-151574M Page No.3-3rd Cert. EXCEPTIONS: l. General taxes, as follows, together with interest, penaltv and statutory foreclosure costs, if any, after delinquency: (lst half delinquent on May 1; 2nd half delinquent on November 1) Tax Account No. Year Amount Billed Amount Paid Principal Balance 46344.0307 1992 $1,484.90 $0.00 $1,484.90 2. Assessments levied by Trentwood Irrigation District No. 3, together with interest, penalty and statutory foreclosure costs, if any, after delinquency: Tax Account No. Year Annual Billinq Amount Paid Balance Due 46344.0307 1992 $413.81 $0.00 $413.81 3. Liability to future assessments by Trentwood Irrigation District No. 3. 4. AGREEMENT AUD TAE TERMS AND CONDITIONS THEREOF: BETWEEN: Trentwood Irrigation District No. 3 AND: L.F. Bennett, et al DATED: October 10, 1919 REC4RDED: April 23, 1920, Volume "D", page 108 RECORDING NO.: 587399 REGARDING: Connection to water main and electrical and payment of same. 5. Reservations contained in deed, Spokane Valley Land & Water Companv, a corparation, Grantor, recorded on October 31, 1916 under Recording No. 486126, as follows: That the Company hereby reservES, and the Purchaser does hereby grant unto the said Company the right of way now or hereafter deemed necessary by said Company for the construction and maintenance of all canals, flumes, ditches and lateral ditches of said Campany, over and across said above described land for the irrigation of said land, as well as other lands. tcontinuedl Order No.BS-151574K Page No.3-3rd Cert. 6. Restrictions imposed by instrument recorded on October 31, 1916, under Recording No. 486126, as follows: That the purchaser shall not erect or place or permit to be erected or placed within 50 feet of a lateral ditch or canal of said Company, upon or near said premises, any stable, stable yard, poultry house or yard, water closet, privy, cesspool, manure pile, or any enclosure or structure or condition productive of offal that might befoul the water of any canal or ditch belonging to the said Company. 7. NOTICE TO TAE PUBLIC AND THE TERMS AND CONDITIONS THEREOF: GIVEN BY: Edward J. Slouka and Ruth E. Slouka REGARDING: Agreement to join and participate in the formation of a Road Smprovement District or any road improvement project sanctioned by County of Spokane, and not to oppose or protest assessments therefor. DATED: December 11, 1980 RECORDED: December 15, 1980 RECORDING NO.: 8012150141 AFFECTS: Lots "A", "B" and "C", and other property 8. Potential liability for assessments levied by Spokane County Utility Department for the Aquifer Protection Area. To verify, call 458-2538. In order to make payment, account number is necessary. TRANSAMERICA TITLE INSDRANCE COMPaNY by • •Bernie J. Stacy, Title Officer For Service on this Order, Call: (509) 922-2222 NOTE 1: Property Address: N. 5306 McDonald Road, Spokane, WA 99216 as to Lots "A", "B" and "C". For verification of address, please call the City Public Works Department at 456-4300 or the County Public Works Department at 456-3675. ENCLOSORES: Paragraph(s) 2, 3, 4, 5 Plat rnap alf .t ERROR= Inval id Com'mand.: sp604 plat boundry d. b. 3. FROM ANGLE DIST NORTH EAST TO SP604 PLAT BOUNDRY D. B. 3-2--92 AUTO I NVERSE START 1'O0L-4. 00000 1000. 0Q+00O 1 1 I N,V N O 03 30.0 W 75.0000 1074. 99996 999. 92364 2 2 IN,V S 89 51 46.0 W 95.,000 o 1074:.77244 904.92391 3 3 INV N 003 30.0 W 193. 1000 1267.87234 904. 727.32 4 4 I NV N 0 03 30.0 W 120. 0000 1387.87226 904. 6@5-14 5 S I iVV N 0 03 30.0 W 216. tD800 1603. 952-16 904. 3851 5 6 RAD I AL S 89 56 30. 0 W DELTA 89 45 53.0 RT RAD I US 20. 0000 TAN19: -9180 L-A RC 31.3338 RADIAL N 0 1:7 37. 0 W RF►. 1603.97253 924.38514 7 6 CHORD N 44 49 26.5 E 28.2261 16:?3. 9722b 924.28265 6 TANI@PT N 89 42 3.0 E 8 INV N 89 42 23.0 E 213. 6BQfO 16,25. 06726 1 137. 95985 9 9 I NV S 0 O 1 18.0 E 209 .0000 1416. 06727 1 138. 03888 10 10 INV' N 89 42 23.0 E 400,0000 1418. 11706 1-538. 033h3 11 11 I fV V S 0 0.1 18.0 E 416 . 8300 1001. 287@9 1 538. 19125 12 12 INV S 89 5'1 46.0 W 539,. c00Q1 999. 99811 999,. 9.9c80 13 LAT & DEP 0.00189 0.00720 13 HCL05E N 75 17 15.6 E- 0.0074 10m0. O000tD 1000. 00000 1 FREG = 1 TO 336871 Area = 305038.-44 sq ft 7.00272 ac FROM ANGLE DIST' NORT1-I EAST TO TRACT A 'Ci...OSURE AUTO INVERSE START 1387. 97228 904. EQ+5i 4- 5 5 I NV N 0 0320.0 W 216.0800 1603. 95216 9@4. 38515 6 RAD I AL 5 89 56 30.0 W DELTA 89 45 53.0 RT RAD I US 20-. @000 TAN 19.9180 L-ARC 31. 3339 RAD I AL N, 0,17 s7. 0 W RP 1603.97253 924.38514 7 6 CHORD N 44 4.9 26.5 E 28.2261 1623. 97226 924. 28`65 8 TAN@FT N 89 42 23.0' E 8 I NV N! 89 42 23.0 E 213. 680Qi 1 E+'25. 06 726 1137. 95985 9 9. I NV S 0 01, 18.0, E 209. 0000 1416 . 06,727 1138.03988 10 '10 I NV S 89 42 23.0 W 50.0000 141-5. g 1105 1088. @39 54. 17 17 I1VV S 0 03 30.0 E 34.0000 1°381. 81107 1-088. 07415 18 18 I N,V N 88 06 26.0 W 1193:-5700 1'387. 97246 904. 60425 19 LAT & UEF -@. 0O018 0.00089 19 HCLOSE• S 78 28 19.7 E 0.0009 1387.87228 9 o4: 6@514 5 PREC = 1 TO 1,029757 Area _54317.92 s:q ft 1.24697 ac ERROR:InvaJid Command: ai'. FROM ANGLE DIST iVORTH EAST TO TRACT B AUTO ' INVERSE STAR7 1267. e7234 904. 72732 4 4 1NV N 0 03 30.0 W 120.0000 1387.87228 904. 605,14 S 5 I NV S 86 06 28.0 E 183. 5700 1381. 61 089 088. 075m5 14 14 I IVV 5 0 _03 30. 0 E 78. ftft 1303. 81093 ,1.088,. 15446 15 15 I,NV S- 78 54 52. ,0 W 186: 9100 ,1.. z6'7. 9722 89 904. 73198 16 LAT & DEP -0.'00055 -0.00466 16 HCLOSE S' 83 18 22.1 W 0.-0047 1267.87234 904.72732 4 GREC = 1.70 121099 Area = 181E►,c. 93 sq ft 0.41696 ac FROM ANGLE DIST NORTH EAST- TO T'RACT C CLOSURE- AUTQ I NV,E,RSE START 1,416. 06727 1138.03888 1@ ilm INV N 89 42 23: 0 E 400. o000 .14L8. 11706 1538. 03363 11 11 I NV S f~ 01 18.0 E 416. 63@0 1001.28709 1538. 191 25 12 1,2 IIVV S- 89 51 46.0 W 538..8000 9,99.99811 999.99280 13 13 I N.U N 0 03 30.0 W 75.0000 1@74. 99807 999,. 91644 v0 - 20 I NV S 89 51 46.0 W. 95.0000 1,074. 77055 ' 904. -9,1 671 2.1 21 INV N 0 03 30.0 W 193. 1000 1267. 87045 904.72012 22, 22 I NV N 79 54 52..0 E 186. 9,1 00 1303. 80849 1.088. 14259 . 23 23- I NV N .0 03 '30. @ W i1-2. "0Q►00 14.15. f30843 1 088. QtE857 24 24 INU 'N .89. 42 23. 0 E 50. @@00 1416. 06465 1 138. 02791 25 LAT & DEP 0.00262 0:Z,1097 '25 HCLOSE N 76 34 08.2 E 0'. m 11:3 1416. 0E727 1 136. 0388H 1.0 PREC = 1 TO 1e3245 Area = 232560..83 sq- ft 5.33886 ac, r- ♦ ► BEFORE SPOKANE COUNTY PLANNING DEPARTMENT IN THE MATTER OF AN EXTENSION ) OF TIME REQUEST FOR ) FINDINGS OF FACT SP-89-604 AN APPROVED ) CONCLUSIONS AND PRELIMINARY ) DECISION SHQRT PLAT. ) THiS '11ViA"ITER, ai-equest for an extension of ume from Ed Siouka has been receivea and decided upon, pursuant to Spokane County Subdivision regulation (Chapter III, Section G) and RCW 58.17.140. FINDINGS UF FACT 1. The individual signing below has been properly delegated the responsibility for rendering this decision by the Spokane County Director of Plsnning. 2. The subject preliminary plat was approved by the Planning Department on December 4, 1989. 3. A first extension of time for 1 year upon a finding of good faith effort having been made to finalize the subdivision is provided for in RCW 58.17.140. 4. Spokane County has established specific criteria for considering the extension of time for the expiration of preliminary subdivisions, specifically for regular subdivisions, and department policy for short subdivisions. These cntena are found in Chapter III, Secdon G of tbe Spokane County Subdivision Ordinance and have been used as a basis for this decision. 5. The Comprehensive Plan designates this area of the preliminary plat as Urban, and the location is within the Priority Sewer Service Area. The Comprehensive Plan designation remai.ns the same since the origina] preliminarv plat anproval. 6. No additional conditions have beea recommended by the various reviewing agencies and departments, including the Counry Engineer's Office, County Health District, County Utiliees and the Departmenc of Building & Safety. 7, This is the first request for a time extension. 1'he total life of the preliminary plat has been approximately 3 years. 9. The following facts are also relevanL a. The plat sponsor has made substantial progress coward finalizing the preliminary short plat; as evidenced by submittal of a draft final plat on July 27,1990. Subsequent to submittal of the draft final plat, the sponsor has demonstrated compliance with nearly all of the conditions of approval for the proposed short plaL b. Based upon progress to date, it is likely that an add.iaanal extension of ame request would not be necessary to finalize the preliminary short plat. CONCLUSIONS BASED UPON A REViEW of (a) the criteria for approving an extension of time of the expiration date for a preliminary plat and (b) the above Findings of Fact, the following conclusions are made. 1. As evidenced by Finding of Fact No. 9, the plat sponsor has demonstrated complia.nce with the criteria for considering an extension of time for short plat subdivisions. Therefore, a three year extension of rime is warranted. DECISION BASED UPON TBE ABOVE Findings of Fact and Conclusions, an extension of time request for application SP-89-604 is hereby APPROVED until February 1, 1995. 31 dExtension af Time Findings File No. SP-89-604 Page 2 CONDITIONS OF AFPRUVAL 1. A consolidated set of applicable conditions of appmval is attached. Additionally, the following apply. All those cond.itions of approval for SP-89-604, as specified in the Findings of Fact, Conclusion and Decision dated December 4, 1989, with the exception that the preliminarY short plat is given condidonal of approval for three (3) years, specifically to February 1, 1495. The applicant may request a written request approximately 45 days prior to the above expiration date. Subsecuent extension of time will only be considerecl upon a finduig of 4-ubscantial compliance with Chapter III, Section G, of the Subd.ivision Ordinance; otherwise the preliminary subdivision approval will become null and yoid. DATED THISazP'DAY OF JANUARY,1992. j:hn W.Pederson er II enclosure Under state law and county ordinance, you have the right to appeal this decision to the Spokane Counry Hearing Examiner Committee. Upon receipt of an appeal, a public hearing will be scheduled. To file such an appeal, you must submit a letter along with $100 processing fee,to the Spokane County Planning Department, within ten (10) calendar days from the date this decision is signed. If you have any questions, please call the Planning Department at 456-2205. c: County Engineer County Utilities County Health District County Building & Safety Ed Slouka, N. 5306 McDonaid, Spokane, WA. 99216 Melvin Taggart, Route 2, Box 22, Potlatch, ID. 83855 File REV 1i90 f ~ r ~S I h 1'3 N E C Q t I N T Y 01-HIC°E: Cy{• TI ih CC`11,I.NIY CNC:INFFR • A Divtsiov oF ni C ('uBLic: WOKKs CJFi'A K7Mr;N'I' (tonald C. I Iormann, P.E., Caunty Eng►nc.er Dennis M. Scott, I'.E., Uirector - ~ PRIORITY FEE AGREEMENT V n FEB J 4 1992 Agreement Number This agreement between SPokane County and whose interest in the project is . is eatered into this --5- day of 199 This agreement is applicable to the project known as: a '1 ~ ' ~ l ~ l - ~ ~ ~/L • That t.he individuals and parties named herein as having an interest in the above described property or project agree to the following: 1. They request that priority review be given to their project. 2. They agree to reimburse Spokane County for project review fees as specified in Board of County Commissioner's Resalution 80-1592 attachment C, as amended. The fees will be hased on doubletime c;ost incurred by Spokane County for project reviews plus ten percent administratNe charge, and will be billed mnnthly as accrued. 3. The undersigned agrecs th<<t these fees are due and payable upon receipt of the billing Zs tipec:ifieci 2ibave. The manthly hilling should be sent to the attention of: ~ 57- ~30 ~ Y1/1 C- OONA~_ 0 1'~ D tiv114 \G I understand that tiiilure tc~ pay these tccs mriy result in delay in completion oti apprc~val ot' the project or o111er possitale siinctions. . ~ g y k\glllflpriority.tee elC7'~ N 811 Jet}ers(in Spokarte. WA 942(10-0180 150Q)45t)-ZnOO I•1\ 1s0Q)asv-a7ly ' ` _ ~ 1 C !J. ~ c.=~ tr', t=, ~..i ;'.1's . - 41 • ~ ~ t.."'~._ -o f~ t, ~ ~ y i `1'; - ~ cz-, tY n t i El Z a •-t F t C) Ra-- c: 05 f t. / t r K 1'~ ~ -J L en c't-h -r 4 2 41- ~ •L . ~ ~t'L•' .~'i. `t 1 r~ t~r ;l i r~ z s~1 Pva.'t i. an = -4 d ~ t ~ r:l'' e sr u.f" r Fl oiR: ~ . 6a r- :l c"i= J. iJ r1 s1 op:: . 7-656,8.I. ~'1= 17. 9 f , P. E'iG./= 15, f_13, !•ie= 53 f t . ~ 'Ar, - ~ a T ti' X"t- ~ 4. 7(.1 1 L. r'iL.3a d 4^4 ~t r-- i - e.l YW li . o:J9 I t . d h«, ;~?t cu 9 ~ • C .i.:~C,l_i~ . , ~ . t.l.ff! ~ ~ o~;'~: ' !--'s!'.'~3 Q!"1 !t'•- IL- sx_J' ~ .1:. z t 1 un - ~ix~=+~._ T t. 2,;', 4 l.t e v a t ~ :Ji a = ~ , -F t e Pi" Gssm.i re F'l r7w F ir i ction -~~IOt~ ~ ~ C, 4 l -6'~. -9 6 e ~ = a Hdr = 1 . 21 5 f t. „ E-i e= . c., 9 -f t _ D : 00 rt~ CILt t A r-'l ci C~ L•, c,'~ ~ t' E'.i~ °b! a= 7.72 +t. 2 , e v ~ ~ - ~ _ ~ ' 7o :4 a jHYDf-;;~GRAF•H ~E131 ON G., C. S. Tf"t-55 METHOL1 DATE-- 8!' 1 /90 DES:[ C:=NEE=y= SJOL iti1 ~r'-- F S I ~+E~LRti F='1- 7: Gl,wi = 9 f== 60 4 P go SuPAr:EA I A~~~9 'Su~~RIEZ;~ ~I IRUNcFF CuRVF r.~~l"iBER' TOi `~L AREA = 7_ ,L.►Ci ACRES ~~~4yiF•C':~~ T~ f:URVC NIJI"IDER = 66. ~:►O PAST N In1F'UT 'DAT~ RA]'IVFALL = -q l.NGI-°1ES H'rDRAU1_IC LENGrH = Q%::i(jE) 1rC-CT WA-rt~SHE-1) Sr_CIPF~ - 1*0 PEFac.EN-r MrWEL -r IiIE = 0 1-101«S) C ALc~~LATED VAi_LiES 5 = u ~ 15 3 FACTOR JG(~,G? - » 9 3:'tvC:fE~ FIUL1FiS `t F3; HOURS V.~sLUI"SE - 1 59 :~-6.C~ 5 C. 11= » i iAA trUNC11='F 25-1. 96 C. F. fi- Y(ABLiLAR NlDI.! RL1NOFF 1: . 0.0f;, 1 N 3. Y- l.l.a 1-9/ ? ~ . 0-10 6. _ ? 1Q,1+ i 12. Ca O I i . 7:=r 12, 10 2 1 w l) .c. ~ ~ I ~ ~j f Iy 17G.1 . 171 d i~+r' ~ 24. I 2,,-;1. ~6 .1, < . 40 21 . 28 17 ~ l'?_ 60 20. 41 ` 12,.70 17 s60, - . 1.'~. Ki'.J 11 . 44 I '1. 8.5-7 15. 50 O v1L~ 14 . 00 9 6 ~ 1'~, 50 ~ ~ .0.CJ 2 44 I. 01i' 18~U !F•_>1 20. li 1 77 OFFICE OF TSS CODNTY EHGIlMR Spolcane Connty, Aashington Date : , 19 TO : FBOM : RE : Standard Drsinage Language for the Dedication on (1) Drainage easements, as platted and sho wn hereo n, which are fo r the purpose of installing, operating and maintaining drainage swales and drainage facilities to disgase of runoff, are herebq granted. The County of Spokane is hereby granted the right of ingress and egress to all drainage easements adjacent to the public right-of-way. The property owner shall maintain the drainage ewale with a permanent live cover of lawa turf, with optional shrubbery and/or trees, which do not obstruct the flow and percolation of storm drainage water in the drainage swale as indicated by the approved plans. (2) The owners of Lots , , & , of Block , and Lota , , & , of Block , shall be held responsible for keeping open and maintaining the path of the natural or man-made drainage flow over and across the propertq. (3) The property owner or his repreeentative shall inform each aucceediag purchaser of all draiaage easements on the property and his responsibility for maintaining drainage facilities within said easements. (4) Spokane County does not accept the re8ponsibility of maintaining the drainage course on private lots within ctrainage easements or floodplain areas, nor the responsibility for any drainage, whateoever, including but not limited to inverse condemnation to any properties due to deficient construction and/or maintenance of drainage couraes in drainage easements on private propertq. (5) Development within thie subdivieion shall conform to the requirements of the National Flood Insurance Program and Chapter 3.20 of the Spokane County Code. The lowest floor, including basement floor, for any structure shall be constructed according to the requirements of the Spokane County Flood Zone regulations in effect at the time a buildiag permit is iasued. Purchasers of property in this subdivision are warned of possible floodiug or ponding and the po tent ial requi rement to purcllase Flood Insurance. This warning shall be carried in each and every deed drawn to transfer ownerahip of any and all property within this plat in the Area of Special Flood Hazard. (6) An approved lot grading plan esista for Lots , , and , B1ock , and Lots , , & , Block . Grading must conform to said plan on file in the County Engineer'8 office. (7) Spokane County ahall ivot be responsible to maintain ingress or egress acroas the f lood plain area. (8) The owner(s) or successor(s) in interest agree to join in any County approved Stormwater Management Prograia aad to paq euch rates and charges as may be f ixed thro ugh public hearings fo r se rvice o r benef it obtained by the planning, design, constructing, maintaining, or operation of storanwater control facilities. (9) A statement must appear in the dedicato ry language of the plat that individual driveway access permits be required prior to issuance of a building permit for driveway approachea to the County road system. Thia approach ehall be constructed in accordance with the approv+ed plan on file in the CounCy Engineer's office. 0035p , QFV.C CE [lF THE CqUN'T'Y EhIC lla}--'ER Sf'QIrfANL- COUIUTY, WASHIIUGI"OIN Jan ua i• y 10, 1. '3':1: ' T0: SPOKANE COUNTY PI_ANNING DEI'ARTMENT rCurrenZ Plannino Admi na.strator 7 1= ROM : S PO K:ANF COUNTY ENG I RIEL- R C~ SUBJ: EXTENSICIN OF TIME, SP 604-89 / 51r~uka re: Subdivisions We have reviewed the above refcrenced Extension of Time request. The fol.lowinQ comments are applicable tU the reqLiest. The C~~-unty Enaineer has reviewed the ex,tension c-f tirne and has no additional comments tc► add other than those conditic+ns of record as as ammended. 1 r ° _ . ~ ~~w?r, PLANNING DEPARTMENT - BROADIM4Y GENTR£ BUILDING N, 721 JEFfER50N STREET i~ - PNONE 456-2205 . : 7 - SPOkANE, WASHING40N 99260 _ , `t-' . _ t - sPO►caHe tmun"r couar Nousg MEMORANDUM TO: Spokane County Division of Engineering and Roads Spokane County Division of Udlities Spokane County Health District Spokane County Division of Buildings Fire Protection District #1 Trentwood Irrigation District FROM: John Pederson, Planner II DATE: December 30, 1991 SUBJECT: Extension of Time for SP-604-89 Ed Siouka The Spokane County Planiung Deparanent has received the attached request far an Extension of Time to finalize the short plat of SP-60489 Ed Slouka. If you have comments on che proposed extension ar believe additional conditions should be made a part. of thepmllminary plat approval, please forward comments to John Pederson by Jautuary I4,_ 1992. , Thank you. c: Ed Slouka, 5306 North McDonald Road, Spokane, WA 99216 Enclosure . EXTENSION OF ZIME RECEIVED REQUEST FORM FEE $ 60 OW 2 3 1991 SNORT PLAT NUMBER: P~u yNC ~p~,~~ NUMBER OF LOTS: ~T ~ ApplicanUSponsor: fJA244-,At,.- Property Owner: jLe.L~ Address: 1 (?4P Address: )XoC A City, State, Zip: WNN~ity, State, ZiP: ~-2f ~ Phone: 5~0 -7 -7 Phone: 1 ~ Surveyor/Engineer: i ~ Address: City, State, Zip: , Phone: s~ - 1NFORMATION NEEDED TO ANALYZE EXTENSION OF TIME REQUEST 1. Has any poriion of the short piat been finalized? (Recorded with the Auditor) 2. Has a Final Shart Plat map been submitted to the Planning Department and Final Short Plat fees been paid? 3. What progress has occurred? What conditions of approval have been completed (such as survey work, improvements constructed, departmental approvals obtained) ? ~ 4. Why has the Short Plat not been finalized? What has delayed finalization of the Short Plat? - ~ 5. How long will it take to complete the work to finalize the Short Plat? ~ ~ - - . wte ~ , . &2 ~ ~ ~ -7"AC7 - ''l tA CS t~ 5 aT r "p, P[ a,4,j f % 0 IC4,-a- WU,10-. - ~/6 4-~~ ?i4al2aZ-0 rJ 1/~it ~ ~ , '~l~ '~~-f"~1'/~u ~ 6.► .✓.s ~/v/~ /Uv~l!'~=✓~ ~ . - ~ ~ Cr ~ .1 i / :J I .n L. ~ J ,IL.• - 00 - L rr 2 ~ ~ , . ♦ Q 4,~ 1► ~ tt, , ~ . iD /Z- " /F T ~ ~ ~AL ' e TRANSAMERICA TITLE INSDRANCE COMPANY North 720 Argonne Spokane, Washington 99212 `~G 4 Prepared For: Order No.: BS-151574M % Edward Slouka Certif icate for Filing Propose N. 5306 McDonald SHORT PLAT NO. 89-604 441~ Spokane, WA 99216 Charge: $125.00 Attn: Ed Tax: 9.75 cc: Spokane County Planning Total: $134.75 cc: Spokane County Engineering cc: Taggart Engineering SBORT PLAT CERTIFICATE . Ef€ective Date: June 11, 1990 at 8:00 a.m. In the matter of the short subdivision to be submitted to Spokane County for approval, this company has examined the records of the Spokane County Auditor's and Clerk's offices, and the office of the Clerk of the t7nited States District Court holding terms in said county. This certificate is made for the purpose herein specified, and is not to be used as a basis for closing any transaction. Liability is limited to the amount paid for this certificate. From such exarnination, the company hereby certifies the title to the following described land, in said Spokane County, to wit: Those portions of Tract 107 of PLAT NO. 4 OF WEST FARMS IRRIGATED TRACTS, as per plat thereof recorded in Volume "O" of Plats, page 51, described as follows: LOT "A": COMMENCING at the Northwest corner of said Tract 107; thence North 89°42'23" East 258.60 feet to the point of beginning; thence South 00°O1'18" East 234.00 feet; thence South 89°42'23" West 119.24 feet; thence North 00°02'21" West 234.00 feet; thence North 89°42'23" East 119.30 feet to the point of beginning; EXCEPT the North 25.00 feet thereof; LOT "B": COMMENCING at the Northwest corner of said Tract 107; thence North 89°42'23" East 139.39 feet; thence South 00°02'21" East 25.00 feet to the point of beginning; thence South 00° 02' 21" East 209.00 feet; thence South 89°42'23" West 114.23 feet; thence North 00°03'30" West 189.00 feet; thence along a curve to the right whose radius is 20.00 feet, interior angle is 90°14'07", a distance of 31.498 f eet; thence North 89°42'23" East 94.30 feet to the point of beginning; (continued) • ' ' Order No.BS-151574M Page No. 2 LEGAL DESCRIPTION (cont.): LOT "C": All of said Tract 107; EXCEPT the East 200 feet thereof; AND EXCEPT the West 200 f eet of the East 400 feet of the North 234 f eet thereof ; A.ND EXCEPT the West 200 feet of the East 600 feet of the North 234 feet thereof; AND EXCEPT the North 25.00 feet thereof; AND EXCEPT the South 75 f eet of the West 120 f eet thereof ; AND EXCEPT the West 25.00 f ee t thereof ; LOT "D": The South 75 f eet of the West 120 f eet of said Tract 107 ; EXCEPT the West 25.00 feet thereof; ALL Situate in the County of Spokane, State of Washington. VESTED IN: EDWARD J. SLOOKA and RUTH E. SLOOKA, husband and wife. EXCEPTIONS: 1. General taxes, as follows, together with interest, penalty and statutory foreclosure costs, if any, after delinquency: (lst half delinquent on May 1; 2nd half delinquent on November 1) Tax Account No. Year Amount Billed Amount Paid Principal Aalance 46344.0303 1990 $ 295.66 $147.83 $147.83 Af fects Lot "D" 46344.0307 1990 $1484.90 $742.45 $742.45 Affects Lots "A" , "B" and "C" 2. Assessments levied by Trentwood Irrigation District No. 3, together with interest, penalty and statutory foreclosure costs, if any, after delinquency: Tax Account No. Year Annual Billinq Amount Paid Balance Due 46344.0303 1990 $ 12.23 $ 6.12 $ 6.11 Af f ects Lot "D" 46344.0307 1990 $477.07 $238.54 $238.53 Aff ects Lots "A", "B" and "C" 3. Liability to future assessments by Trentwood Irrigation District tio. 3. (continued) • ' ' Order No.BS-151574M Page No. 3 4. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: Trentwood Irrigation District No. 3 AND: L.F. Bennett, et al DATED: October 10, 1919 RECORDED: April 23, 1920, Volume "II", page 108 RECORDING NO.: 587399 REGARDING: Connection to water main and electrical and payment of same. 5. Reservations contained in deed, Spokane Valley Land & Water Company, a corporation, Grantor, recorded on October 31, 1916 under Recording No. 486126, as follows: That the Company hereby reserves, and the Purchaser does hereby grant unto the said Company the right of way now or hereafter deerued necessary by said Company for the construction and maintenance of all canals, flumes, ditches and lateral ditches of said Company, over and across said above described land for the irrigation of said land, as well as other lands. 6. Restrictions imposed by instrument recorded on October 31, 1916, under Recording No. 486126, as follows: That the purchaser shall not erect or place or permit to be erected or placed within 50 feet of a lateral ditch or canal of said Company, upon or near said premises, any stable, stable yard, poultry house or yard, water closet, privy, cesspool, manure pile, or any enclosure or structure or condition productive of offal that might befoul the water of any canal or ditch belonging to the said Company. 7. NOTICE TO THE PUBLIC AND THE TERMS AND CONDITIONS THEREOF: GIVEN BY: Edward J. Slouka and Ruth E. Slouka REGARDING: Agreement to join and participate in the formation of a Road Improvement District or any road improvement project sanctioned by Countv of Spokane, and not to oppose or protest assessments therefor. DATED: December 11, 1980 RECORDED: December 15, 1980 RECORDING NO.: 8012150141 AE'E'ECTS: Lots "A", "B" and "C", and other property 8. Potential liability for assessments levied by Spokane County Utility Department for the Aquifer Protection Area. To verify, call 458-2538. In order to make payment, account number is necessary. (continued) i , • ' ' Order No.BS-151574M Page No. 4 TRANSAMERICA TITLE I-NSDRANCE COMPANY bY : Bernie J,. Stacy. ~ :i:tl;e~ ffice_r ,For .Ser-v-ice_ 'on this Orfler, Ca1_1 : (5.0-9 ) 922-2222 NOT E 1: Property Address: N. 5.3,06 McDonald Road, Spokane, WA 9921,6 as to: Lots. 216 a s to 5222 McDona 1-.d Road, Spoka~n'e,_ WA 9-9 B~ ~and~ and N. . -A; C ; Lot "'D",: F'or verif ication, of -address, plea.se cal l the City Publ ic Vorks~ _Department at 456-4~3,00, or the County' Publ ic Works Department at '45,6.=3.675. E_N.CL05UR;ES: 'Pa`rag.raph,( s*) 2, 3, 4", 5 Plat map Pa-s. ~ • w es ~y~R o ~ or ~p O~ ~r •o~o pr ~S /p~ ~M~ ee6a Ng •N we o ~ ~s~~ji ~ t 6woi •:r~! 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I v'a ~ a ~►3.~ 0 ~V 6~ r ~ w B r~ ~s i riA ( ~s ~ " ~i~ O~ • i w ~ ~ ~ 0~~~ ~ g.~ea ~ Sg ~"~~S o 6:~ ~~~s~s a:a6 Y ~ga IVO , 2 fe~~~3~ 00 e • ~ • ti M g e ~ O C~ o ~ ~ ~il, ~ aa+ o ~•i ~ ~ o t~ g~ ~ ~KeI g - -7 Jul 3 ~•S 1 1 ~ ~ i~ • ~i r ~~Oe ~e ~ a~ • I~i o wL It ~ C ' IL 1~ S g~ ~ ~ . i~+►'~ 3~.. es ~o ~ w • - , • , . • • i ~ - • • • • •~~.~wM~i~r rr~~~~~„_ • ^ - ~ 1 - . , • - • ~ • • . - 530 ~4:E i614 ~ ' b0121:~01.~1 xosD NnT1CE `T0, TMC PUBUC' .TAe, undersigned owncr, thelr helrs.:g_r.antees and-assigns. hereby agree ta joln 1n the fomatiow-of a- County Road Tuiprovecnent Oistr.ict '(Rlb) pursuant to RCN 36.88; at such- ttme,•as a district nay be jformed'or,,any, Roai 'fmprovement ProJect sanctione4 by Spokane County,. which -involves the fol.lowing.d`e3cr•ibeil' property: + B:ock •10T o'.Pl 56.4 f=' -~"`'T FdMiS IRRZGATED TP.ACPS,_aw per plat thereof reecrle3- n, o imo o-Platot,, pago 51,, in 5pokane Cour►t,y,, Naahington: oitiuite3 it~' Seotfon 34,, T9motiip 26 Aor:h;, Bango .44i S.h':IA: 1 EXCEPT' the Rortb ~14' foet"azd the- Vast 20 ta6t-1 ,A5D SXCEP.PJtho Eaet 200_.Yeot I A21D' ExCEPT Yeet. 2:0 -toet ot-"thc. Soet qOD f0ot o! tRe Aortb 234 teet-, _ERCEgT • the Morth 14 toot'tbeireo!'j.A~ AL90sXC"'PT tDe Bis! 100 teo~~of°t~ Yon! 120 foat ot the "Souih 7•5 teet. - t Qated. ii. Eo - x % ~ X--~L r ~ •..•:.;~;,,~H ~i 1 :s ' ' • - . ; . ` , ,~.•w+•.~~ ~ 1i :l: ~rl~,• R! 1••r;n~~~~J ~ ~ ; r. . . ;.~.:..:u . r ~ _ _ - . . , . •.~~;j •r~~;~ ~:~,IY,~~~ f~J4f.i jlr.ig instrw ~ . •r_ irle drttJ roluntary ,ett dnd deed tor ` R _ + ' . , . s. . _ • . '~rl ~ Z j ~ I t I n i ~ r ~ ~ I 108 y. 687399.•`'r. .7HI9. AGREElMiT, 1dr►de ,Lhie lOtb. daq toDer. 1919,, between ' dGRhE1MiT 'rrentwood -Irrigation DietrAot, a cnualoipal oorporation. 'Dsrty ot Between . the iirat part, hezoinAtter callad the Irrigatioo Dietriot, and ~ Trentxood Irrigation , the uadeseignpd .cRnsre. oi, 2e.nd Lo be atfeoted by this egreamant. Distriot.. po=ties of the secoad part, herelaRtter ca11eQ property owaere; And WITIMaSETH; Ttmt ti7herees...'zentwood Irrigtjtion Dietriot le O L. F. Hennett, eL al. the ovmer ot espumping alaaL, tnnJc srsd diatributing eye,tero for ~ Piled-Apr.1E.19E0 the purpoee of pumping anl distributing antes aiLbin the limite 11-42 A.M. oi the Tient,wnod Isrigation Diet,rict, asad is nlso the owraer o! Req-Ftanlc Weltan. a pele line witb the neoeeenry w3ree tor the distributioa ot o ~ ~ J.b.Stewart-Auditor eloatriolty in asid district nad hae a contr9ot !or the puzoheee L. F. Wyland-T,ep. of eleotrio ourrent and !c furaiahing light ead pawer to the .Recordoa-Apr.23.180 resideate oi enld distriot, and • ~ Arnold C.HinLz-Dep. Whereas the property ownere whoso aeraee are. eigned heroto Uail Req-322 . deeire to nee watei lrom eai8 dietrihuting eqstiem and eleotriaity J [iutton Bld'g. City* iroa seid eleotrio eystem oY•Lne eaid dietriot,, 0 NOri THr:HLFORB in ooneidnz9Lion of the mutuRl coveiw nte sad ~~,•~~~•~o o agreemente hezainnfter eet YortD tia be laapt and pa=rorcned by eoob of the partiee horeto. .~1 IT IS AGBr^•EiD by the!n as followe. Lo-wit: (1) The righte, obligationa, duties sad pxivilsges oi the property ownere aball apply to those wito oign thie agreomen t gnd thoee who enter-.~ into similar aontzaate with the Irrlgntlon Dietriot. , a !21 Tho prepflzCy ownere agreo thati they wlll, aL Lheir Qxn ooet oana esgenBe, inatall a 4yatem of wAtor mqfne trum a oonnectioa witb the ra3iae of the Irrigatiou DiaLriat et eome . pnint on the north liae o! 'raatwoqd Orchnrde, auoh point to De eoleotod Dq the Irrigatioa ine1l2ct, to aucD pointe;ae will coavenieriLly gnd ooonomictilly eerve enoh and all ot the pQr- tias sigaing thie agzeement end intesvening lande. Suoh wAter aoaine ehnll De ooastruoted of eocae persanent material o! 4 Lyye aud ehasaater to be approved by the IrzigaLioo bietriat and of su!lieient stZanRth Lo provent leakago nad waete. 'Phe pipos shall be ).aid to a deptb euPPi - ctent to iar►sure proLeotion lrom !ro$t; the joinLe ehqll De csrelully end tightly msde, qad tho whole ehall be eone in a good and work,oanliko mnanor. The psoperty.ovneze ehall dlso ;►nke erid pgr !or the o9naeotion with the mnins ot the IsrigaLion Distzlct nnd shnll iastell 9t the point of oonneocion a valva wlth oat-off box ruariing tio the surfece, whlch rqlve ehall De aL a11 timea under Lhe contsol 01 the Irrigntion Uletriot. (2) Iiidividusl oonneetlone `•:ith the wmter m9ius enall be mude mnd paid for b3 the yrop- erty anmere eerved, but eha11 be mnde in acoordsnoe with the rulee Rnd inatiruationo.ot the irrigRtion DietrioL eae in ouoh msnner ea to mske a tight ead aon-leakable jnint. AL the property line, or eame aLher point on dnifl aotineation, thexe.ehnll be inetalled a cut-oif t►ox nrid valve LA ennble it to bo aperoZed lrnm the eurfnoe, whieh out-o!r Lox ehall be nnder the exolur4ve ooot=ol ot the Irrigation Diatriot, ar of come praperly oanstituted nuthority oi Lho praporty os:nors dolegAtee to.out oft watdrservlee in coso of delinquoney ili wcter rents, provide3 tt►nt if ct:oh pereon outhoriged Lo out ott the NuLer daGe not do eo,- Lhan the IrrtgqLion Distriot mqy acL. (3) The domestio .mber serviae syetem aM the eleatrio light eyxtew horoirrlttor pxovided i :or ehetll be oparatea by tbe Irrigntion DSotricL eud nll proper:y oRnere eerved LlseroLy will oon'o=m in the ur.e ot eatd anLer aaeoreing to rulee and regulationa prepnred by the Irrigntion Dlatziat aad fnllure to obccrve such rulee will be uuofioient Ruthorityl Yor thA Irrigation IDicstrict to euL ott the eunply ot water Lo Quoh oiYending property otivner, os Lo teko sueh oLher eotion es r.ay bo neoeeeary Lo enPoroo ite rulee. ' (4) Esab of the property owtw re beoomiag a party Lo this sgreernent gholl. baginni" Jan- unzS lircL. 1920, And on ,Tanunry tizeL ot enoh yenr Lhereatter toravor, p9y to tha ''i'reutwood Irrigmtios DietaioL the eum of taeuty -iivo ($25.00) dollaze per orinum; ciuah peyment to be tor the eucceccling cear. Such paymont shall eatiLle euob pzoperty oa°nes Lo vAter dnriag e»oh yeqr. Sueh pnyment shall eqti,-le the propertiq owner so peylug, to one conr:ectlon arith the.wnter muin. ~ naL Qrentor t.hnn thrQO-lourbhs (3,4) inch in diemetrr ta hic, premisee. This payment.ehall De dnn whether citcA LrBaL ia Eorved riLLh wnl.er, or aoL, and regasalene oF Wlien the oouneel.iono are mnde. And AiLhout reprd to the atuaLer of saree oontaiaod in the tract oi land oporeted Dy L}ie ~ prnpQrty awnar. oad onoh property, owner figreoa that he will uee the wster lrem onid maicw Yer household r►nd domeatic u8e Rnd for lawn purpcsea only, aud Lbqt he w!.il not uee the snme tor , isrigntion. (5) Shqu1Q add.Lional oaners oi lnnd deeire to Deaome partieo to this aontraot end to - nequire water Lhoreundor, Lbey ehr;ll firEt pqy thoir pro seta ahare of the, cost to.the oLher ' proportq osmers on Lho maia wnter, line on which they nro loeated, eo thut eaoh oveaor nerved trom Eueh cnnin line shnll nt nll tlmee have the sRme origtnql investment Yor 1netu1loLlon. DuL euch suDaequent pro perty owaazo need noL pay latereet on the invesLment ot t1te orf ginnl oa-ruers, nar ac+rd thny pny orW pert of tho annuol rentnl waloh tho9 have psid fos Nster. Sor ezample: '7zin 210.1 hne iivo trante. "A" payr the enLlre ooot of putLing in tho.,sain to his trBOt, aud Lhere axe four trusots bet.:enn h1E lnncj and the poinL oi origin oi the mnin. I! "B" aYterwsrde tnkoe anter, he poya one-hn1P oS "A'c" originol ooet. I! en8 ^C" toka water bheq eaoh pay oae-third o2 "A'e" ooet, etc. , I! ~ins ere hereafter extencled lrom Lercolasle the whole co6t oY inetollaLiou ehgll be borne bq thoce aetved Dy the aear wain, but Lhaq ehall bnve the risht to aontir;Dution irom Lbooo R•bo nfCerward conneot with tho portion oi mnin eo canstruoLed. (6) A11 rapairs. mgiatenance or replacemgnte of any parL ot the Kater eyetao or eleoLria syeLea,within the provlelano oP thie agreemenL, ahsll De raade Dy the Isriggtion I►istrict and yaid for ir. equnl eDorea by all oS tho cropest;r owaors eeTVed by suoh mnin or eleatrio eqczera r.biah zequ4res ouch zepuire, raeiatenanoe or roplacement. . . . (7) tlot cnore thnn ono dj:elliag honao ehall bo eozve8 with rrater Iram any xotes eoaneotion, euaept w1Lh tho perroicaloa of the Irrigation DieLrict. nor ehall propeztq onners served by meine permit athez propert.y Awnares lioing udjnoeat Lo taYe nnter trom their areter pipee; it heinp the intenttoa o! Lhie a2auee to requirfl eaeh property owaer Nho can bo eerved by the. mnine to make e nnneatione end pay the zontnl ao that ell oaa be mado on aa equsl beaio. , (8) The prepezty oivaore agree tbgt they plll at thoir own coaL and eRpenee. inotall a eyaLem oi poles and eleotrio wiring iram s oanneation with the wiree of the IrrigAtion Die- triat nt enve poSret Lo b+3 oelr.oted by Lhct Lig,trfat. Qppraximnte2y an the norL1i lino ot TrenL- -NA nTrii•ITn" q•• nlqttnil t.a+ qiiph itnint.n nn will annirnninnf.l- -nA nna+•.Fr,i~i11• " ,,.1 . I I 14 ►.1 ot,tbe ''psrt ri•gniag. UW agreement and lntervening le Suob polee aad wire eball b e ' conaLruoted of good mateilel• nnd in teuah manfwr ' ea to 'ineure eale operatioa end preQeat loee fzom 2eaicase ot ourront; Lho method ct'construcLion au9 4094erialB to be nead ehall De app:oved 1►q the TtrigRtion Dietriot. The proporty•awners shall the point of oonneation with the . • linoa ot the Irri~Licra DieLrioL lueLell the aooeenor; ou -oti box and eaiLahee Mtb locYe ' and srtiy othor eleoLrioal apparqtae•reqnired. and if the Zrrigatioa Dietziet doerns neoesnarq. shrill instBll n meter at eai8 gaint.- ';he ewitob nad metier box shall be lockod ead under the sole aupervision of the Irrigntion Dietriet. (9) Iadividual oonneotlone xith the eleotZio uiring syetam ehall be made Dy end at the caet of tue property owner served by eaob oonneotion. It ahall he mnde socorQing Lo app- r:ived maLbods af electrio N1T1Ag and ooartectioae. Md nnder rales and inetsuetionu ot the Irrigation DieLrict. AL some po2nt on the premiee8 ot the proparLy awnar eerved, be e.hall • Dlace ot his orrn oosL and exponoe, a Qeter oi form cize and-mnke tA be approved by the Irriga- Lion Dietrict, whioh •shall be qoaeneiDle nt sll timeo to the.Izrignti6n Distsict. its agenL6 anul emplnyeee and•the property owner gerved ohell p$y Por elactrio current, light and pAwes at the rates per•k.e. hour arbioh,the Irrigntlon Diutsiat psys for eaid eleotzie ausrenL; Lzuch co6v6 being, eL the time'o'L signing thie agreectent. v6.36 peY k.a. yer month. The Irrigqtion DietricL ehall maintain, zepair acid replnae arLy portioa p! the eleotrieel rwLnu 6erved nader this $`roemont and the oosZ thereot shall be divided emaDg Ltie property awners aerve8 lrom eueh mnins pro rata oocor8ing to the number ot persana aerved. a,id the Irrigstion Dietriot may render bills theratar at suQh Limee ae it mgy sea flt, whiob bille ehall bo Sorth.iith paid by the praperLy awnesa. Propertq aximrs sbAll pay tor electzic curxent ueed gaaordiag to meter maaeurersent. Ra D111e Lberetar mny be rendezee Dy the Izri- gation Dietriet os aueh ae it ehall be moet oonvenitnt Lo it, but at leaet oaQe in eacb yest. (10) Aiter said eleatrio rtAina ars ins4alled ehauld othaz property ownere along the lines o2 suah maino or aqy exteneione thereof .d rsire tA obtaia eleotrie Lurrent f=om eueh maize they shall be required Lo poy to the properby ownere pho Lnatalled eaid electrlo asaine im the esme mruiner qe le provided !or horein pezagragh five ae to water msiao. (11) The Irrig9tion Dixtriot etall in aclditioa to the paymente berein provided for to 1,e mr►de by progerty ownore srho oonneat with eitbor water or eleatrio maine, et a dnte subce- quent to the 4aking at Lhie eq.reement. be eatitled Lo make euuh ehnigee nnd to impeae euaD additional conditione se it mny see fit be-'Are larniehing eitiber water or eleoLrie power s=sd nothing in thle aantzaat ehnll be ennstrued ae obligating the IrziFnLion Diet~ot to furtziab oither avates or eleatric ourrent Lo otDera thaa thoQe efgning Lhie agreement, it far any zeaeon, it deoidee thqt it is unable to do oo. (12) IL is urOeratAOd aad agreed that the Isrigation DiaLriet sh.qll noL be liable in wW arey Por ineufYiQienoy oY eupply . or tailure ot eiLher water oz eleetrio ourrent, regazd- leeB n! the osuoe thereof, but it ehall in caEe oi any interruption oi either water or aleo- Lric current, endravor oe saan %s poseible thereaitor to resLOre the eame, and !f for wW rea- son at any time the Irrigatio6 Dist,riot shall be urable to eeoure e eupply oi eleotriaity ~ thefl the Lerme of thiE oontrsat ehell be euepended until electrieity ie agnin available. IL ie the eenee ot Lbie agzeamanL thnt the Irrigetion DieLzSat ehsll pay the aost oP mnintAiniag snd epc+rating its lino botls !or water end eleot=ic curront, to the nazLh,liae o: Trentenoa Orobnrde, wid thoee aho may now or heresYtex ,oin in thle oontract sh911 pay the entire eoet of mr►intaining, zepaizing dad roplqoing ell oP eaid line ot ustor and eleotricity aud 4sol1lLies berond eAid poirrt. ' (18) Tho IrrigaLiaa Dietxicat shnll hnve Lhe right at any Lime Lo out ott eithor vsstes or eleotric aervice to ary prapertq acvner served tus8ez thic cAntremti Deeause o: iailure to pe,y the ienta end ahRrp,es herNin providoa .or end tv withhold euoh serviee until euoh sente rnd ehnrgee are tullq pnid; it baing nndorstood a~ %F~sead hoAever, thnt a proporty ownez is entitled Lo no reduction in hls reatnl irom the time eerviae ie out olf, nnd tbnt before eezviee eDa11 be restored he shell M at the rstea herela psovide8 for the tull ticne inaiud- . ing euch out-oif period. aad it is furthor agreed Lhat the ohurges herein ilaed are oon- tinuouo, zaguurdlese of uhoLhnr the servioe is uee8 or not. Shoa1Q aqy t=aot ot lar►8 awnod by aqy person having xater and eleatric earvioe undez this oontraet bo hereetter snhdivided or new residenoes plaoed thereon, the aannal ohargee Lo eaoh poreAn thea s@rvad ehgll be the eAms ee thoee psoviaad hereia; it being urrderDLood Lhat tho ehprgs mnde is !or eerviae ior wAter and per k.w.hous foz eleetricity. provided howevor, that no cervioe wi12 ba luTniehod until e oAntrnot eimilos to Lhis ngreemESnt h98 beon eaterod into by euob new patron with the SrrigAtion Aietrict. Yn addition Lo the fized ohasges herein providod lor, Lho property oavnerQ agree to psr Lc the irrigation Distriat all mAneye whioh it.mqy be requirad Lo expend for attoraes'e tees or employeee !or eeavio¢o aonasred ln oonrteaLien aviLh tho ecrviae furntehee to the properLy a►xners hernnntiler, or in orW othos c,oanner tor the benefit oP the Froperty ewnoro. i e., that all monoSe whioh the ZTrigaLion vietrict ehall expend ior tho benetit oi the propesby pwmers or beeAUee of thie oonLraot hsving beeu mada, shall be a psoper oharge sgainet the prcpQZ4,p owners. . . , . . . (14) The propeYty owuere hereb,y agieo to pay the obsrgee herein provided 4or, and the enme are hezeby rtade o•lien upon the.lsnd oaaed by eucb praperty oRners Bnd eet oppoeite eaah oi theiz reepeaLive uaTee Big,nod ;herato. whioh lien may De forealo8ed upon the land in the anmo tagnser ao ie provided by lna tor the 2oYealoeure a! IDorLgggeo; it beinQ egread Lhat a1l l4ellaquent paymeata shall benr interest at the rate oi eight (8) par aenL per nnnum, qr►d Lr.sc in Aqp foreolneure euit Arou`aht to loreoloee the lien hezeby oreated, the oourt mey e►llox ae a part of enid sctioa, reasonable c►tLorney'e leee Lo be fi=ed by the Court. (15) All of.Lho vovenante and obligations oi this agieement ehall run with aud be e bur- den upoa the land.owaed by the proparty owaero ehown oDpoeite their sigziotnree hereto, ze- Rardleew oY o+rnerahlp. 5hould aaq propertiy oamer eell a postlon ot his lartd. the lnnd eo eold ehall not be relioved LhereAy trom the burden oi thie contraat, or the liea of the cAargee impoeod.upon it, until the peraon pnrchaeing the smm ehall stgn Q efmilar aoatTact Lo thie sad whan.auob similsis oontrao4 ahall have beea eignod, the obligationsot LhiE eon- tract ehall epply to the lnnd sa eubdividod. but only ne to the oblig9Lion r►seumed by the pereon then oeaing the aarne an8 the obligaLian of the origlnal ormer eAall be oanoelled ee to thnt pnrt of the land $o eold. L16) TDie agreement ohail app2y to and be Dinding upon Lhe-heire, exoovLore, ndmtnleLra- tors, euceoeoore nnd aesigaa of the parties hereto reapecLively. (17) IL its fuTLheT 9g1'eod Lhit the 3r.1p3tien DieLriot nhnll have the riF•ht, te c!+n-eost ~ it) trith sqy of tbo watier mai -.electria linoe laid or erooLed by tho rty •owaere;-tor the ' purpose of eerving other peraone liviag Mithia tbe Irrigation Diatriat vrith waLer nnd eleo- trtntty yrovidinQ euob oonneo6lon doee not intertore with tha adequate anpply of wster and electricity to aoid propeTty oWnore, and euoh oonnsction, ehall not bring LDe per6one so aerved aader the•terma of thie agreoment. • - ~ (18) dll of the l.anfle aafl psemieea hezein.atter doDeTibed ee being ovlned by the Droyerty orrneze are eitnated la Spokane Qouaty. V►eshington.- • . . IIJ iFI1TtE3S WUMEOP. Treataood Irrilption vistriot hes oaueed thie lnetrutaent to be exe- outed by ite trueteos aad the propertq ownere heve ezflonted Lhe e4ms the dey auQ qsas iiYet above vrritten. . : TrenLwood Isrigation Diatrict. : TMTiTO0D IRRIGATIOH DISTRICT. t' , . : Spokwe Couraty. Reabington. . BY Wm. Biblmaler. Presidcnt. • : SEAL. Orgsaiaed 1918. : ATTB9T: Pra.ak Vlelton. Sccretary, ° LSiohael Bleeeing. C. D. Black. ' • ^,ruetiees. IIame. DescripLion of Property Ow-ned. • L. F. Bennett E} of troct 117. Also S. 412.5 ieet of traot 109, ~ ell in Ylat 4 of t7eot Farme ?rzigated Troota. R. A. Aeitzel ( E 227 !L. 'rract #118 , Plat 4, l7est D'arms. - Lleeker S. Ueitael ~ Harloa Holoomb ( E. 1f2 0f 8.1/2 Tract 115. Plat 4. rieet Farma.~ ~ S. F. Lain • ( ireot 103. Plnt 4. 17eet -Faras. 1[re . bein ' - ( ° . " • ~ N., . . b'ard D.ZSarYharn ( lY 1/2 of S. 1/8 a! Traot 116- Plnt - 4 °Grace P. YerlhaD " ..i J. C. Hsse ( S. 1/2 0! Traot llb - PlaL 4 ' • COriBLan00 U. Ko$8 " " " ^ n . , • i -o A. Q. hare f " " ° " 111 " a ' + r • ~ CBIOI.ya T. RA1@ ( o n n it n - , ~ - Thob. S. Y/aze ( 5.1/2 „ " 'delisaie G. Wnre " " " " , . r John E. Doa f . " 112 " ° . Lqdis C. Don Thoe. S. BreROr 114 " 4 Winitred W. Broeer J. C. BroRra ( TrgaL 107 .P19t 4. Weat Farme Pearl M. BToS4ri ( n n o n n , . • , HoPIpId J.Bennett ( Weet hali of Bloak 117 in • Plorenoa L. BanneLt ~West 2arma . Plait ;p4. l H. C. Yele ( Sauth yart traot 106. • Ma= thas Yale . ( Dla t 4. , • . Herbort E.Sgnan 17eet eigbt k 3/100 eore8 of traeL 118, Itora 8onan ( WeeZ Farme, Plet 4. • . . H. A. Yoa Ovea ( Troot 116. Ylati 4. Weet Ferras. . _ ~ Sthel S. Von Ovea • Edwin G.Fiiield ( 5.493 tt. Traot 110 - Ylnt 4. W. Forcue. _ . • ~ T. C. Hend].ey ( S. 30?.7 !t. of Tr. 106 & North 175.3 ft.-tr. 110, ( Plnt 4, Weet Parme. . ; , STATE OF WA&HIKGiON, . : . . . • - :QUtJTY OF SPOBANfi. ' 93: I, The undereigned, a Itotary Pnblio in end tor the•Ststo of Washington, do horeby`o ertily that on thie 18th, da,q of NovecuDex. 1919, peraoaally appeereQ boloro me L.A.9enriatt aad R. Alioe Bennett, hueboad sad Wife. Zo me icnopa to ba tho irIividuale deeariboa in end aho eae- outed the aithin inetrumwnt and ecynowledged Lhnt Lhoy oigned aad senled Lhe ea►ae ae tbeir aree and voluntgry'sot anQ aleed, for the uaee wd purposos tberein menLioned. Given under ma► hand and oLiicial eeal thie 18tb. day of NocemDer. 1919. 1 : A.B.Laagtora. Notsry Publio. . F.E.Langford, IJotary Publio : Stnte of Wasbington, Comnie- . la aad Yor the State of IHaehiag- : elon Expires Deo. 28th. 1921. : Lon, reeiding at Spokane. Weeb. i 1 l BTATB 08 1'TEBRA; • . . , • , . ~ COU!{iY OF RIOBARD90V. SS : . • • . . • ~ . . ' , - ° • . I. Nm. Uhlig, e Hotary Pnb11o in aad ior the 3Late o! itsbrae3oa, do hereDy oertify tbnt on thia 26tb. dey-oi Dpoamber, 1919. personally appeered Deiore mo R.A.Heitzei ond fdeeker S. , • geitsel, hueband and wite, to me IaiAVra to be tho in0lvidual deacribod in end who ezoouted Lhe - with'Ln insLrnmsnt°and acknoniadged Lhat they signe8 oud 8eoled the same ae thsir 2ree g,id vol- uratnrq aot aad deed, for Lha ueea snd purpoeea therein mentioned. Givea under'my hnnd and offioial eoal thie 26 day oi Aeoember, 1919. ' • : Hiahardeon County. got- wm. Uhiig. 2ioLary Publia in sna . azial 9EAL. • Bebroeka. for the 3tete oi Itebraeka. ' Reeiding at 8alle City. aom. explree biay 4. 1920. SiATL OF PrASHItia'P02l.•a COUIiTY OE' 3PORAtrE. •93: • ' ° . 1. 1t.J.I,uby. s 2Jotsry Pnblio in aad for the utate ot Weshington, do Lezeby vertiity that on `hio 3 dny of Jdnuary. 1920, pereonal]y appaared before me Harlovr golcomb, a wi8owes, to me knonn to be Ehe individnel aeeoriDea Ln und wha exeouted the arithin inetrumont and 8ak- nowlaAKad thn6 he elgneQ and ea4lad tho enne an his lree and vo2untqly act and deed, for L'ne neas snd purpnses therein mentioned. 6ivon nrtder uq hand ead otilalal eoal thia 3 daq ot Janusry. 1919. : 1l.J.Luby, 8otary Publio. M.d.LuDy. noLaryaYublia ia : State o! Waehington. Com-aie- : aud for Lho State oI Plashinaton. : Bion Bxpiree Doc. 22, 1923. : Reaiding gt Spokaae. • 9TAT8 0P pASMGTOH. COUIi1'Y 08 SPOKAt1B; 89: ' . I. liarry E.Riah, e Notarq Public in aad for Lhe SLate of 19aehingtfla. ao hesebq certlfy that on Lhie bth. day ol,Jenvnrq. 1980, parsonally appaared baSore me S.F. Lein and Ltia. S.B.Lein, to me known to be the indivtdunls deaorit►ed insand Nhu exeouted the r+ithin inatrurr.ent and Acd- noalddged thnt Lhey aignod end eenled tho arume an thoir troe and voluntarq ant and deed. !or Lhe ncee and purppseo Lherein meutioaod. Civen undor my h~ and otticit►l" eeul thie StD. dqy ot Jenunry. 1920. . Narry B.Rioh, tlotsry Publio --Harry'~.Rioh. Itotary c'ubZio. : St,ate o! Waehington. Commie- . • in nnd !or the SLeze o! Waeh., . :oion Expiree Lteroh 20. 1922. . Residing at Spoksne. STATE 03 PIA9HIIiGTOtt, ' C00TY Or SPOKAliE,33: ' - I. E.V.K].ein, e Notarq Publio in ead !or tha Stata af V7aohington, do herebq oerti fy that on tihie' dyay of Deoembcr. 1919, pezscnally appoarea aetoro me Pord D.?br!chqm k Craae Y. LLarkha.m, to ms known to be the indivt8nala deeoribed in snd who execnted the within inetrumenL nnd eaknocvledgvd LhaL they eigned end sar►led the osme se their frea and nolunGsry eat ead deed, tmr Lhe neee and purpoeoe thereia mentioned. Civen uader aLy harul and oitiaial seal thie 23 do,y oi Doacabor, 1919. : B.V.K].ein, tioterq PuDiio. E.V.Kloin. Notary Publio in • : 8tato of Waehiagton, CoraTie- : 9nQ tor the btote oP 'NAahingtan, : eion Facpiree June 26. 1923. . Reeiding at SpoS:aua.Washinaton. STAYL 02 VJA3HItJCT02i. 1 COUItiY OP iPOKAZJE, 33: e • ' I. Joseph MoCarLhy, e FJotary t'ublio ln and 4or the SLaLe oi Ylaehiagtun, do beroby oertily tbqt on this 24th. day oi DQaembor, 1919, geraonall,y appeorod Defore me J.C.Ha9o snd ConsLqnee M.Haqe, huAbnnd and wlte, to me knnwn Lo be the inclividnal devoribed in and who exeoabed the witn:n iaaoruraent nnA eakaowle8ged that t.hey eigaed and eealed the aame ns tiiQir Pree satl vol- untqro- eet and deed, tor Lhe uses and puipoaes thorein ►aontloned. Given undar aW hend and otfioia2 esal Lhis 24th. day oY December. 1919. : Joeseph lSaCarthy. 2iotnry Pablio. : • Joeoph tdoCarthy. tiotory Pub1Lo : Stqte o! Washingtcn. Commle- a • ia end tor Lho Steto o! Waeh- : sion Expiree Sept. 4, 1920 . ingtoa, radidiag at 5pokane. STATE OF iIA3HI11GTOIi. ° , COjJIliY OP 9POKANB,93: ^ . ~ I,17.C.Sivyer, a Notary Publia in and Yor Lno State o! Nsahin gton. do horeby oertiiy thet ' au Lhia 30Gh. day ot Deaember. 1919, pereonally Rppeared betore me John X.Dow & Lyflle C.DAw. buabnnd w• wlfo, to me known to bo tho indtviduril dosirtbod in snd wtto executed the withia ineLrument nncl noknowledsed Zh9t they eiReied and eealed tho eirae ea thelr Yrev n►ui voluntary ect and dood, Yar Lhu uaeo end purpoeea thereia m"ntioned. Givon uitder rqy hand and ottioial eeel thia 30Lh. day ot Dooomber. 1919. : YJ.C.Sivyer. NotaYy Pnblia. : 11.0.31vyez. Notary PuDlio in : State ot Neshington. Commie- . • aua for tbA 5tata of Vinah- : eloa Expiree Feb. 1921. . ingtaa. ReaidS.ng at 8pokarae. ~ SiAiE OF YIA5H.. • ~ COUNTY OP SPAbRNI:. 88: I. Joaeph 8a1]y, d%iotiary Pablio in ond tor tho 3tate ot 9Yashington, do hoseby aertily that an th! e 3d. day oZ J,,nunry. 19113. pQrsonally appoarod beiore me Thas. H.Bzenor and Winifred Raewer, to me knovrn Lo be Lhe laaiv►8unlts dosoTibed la and who executea the withln ia►etrumpnt, znd ni:}Ci'10wl8dnUd thqL they aigned nii3 ranled the e1me as Lholr freo niid wtuntnry nct nn4 deed. Sor tha usus and pnrpoo ereia aientioned. • • Given under oW hand and ot!loiel seal this 3d, day ot Janunsy. 1920. . . : Joeepb &eilq. NoLs=y PuDlio. i= • • Joeeph Buily. 90'vszy Publto in : Sta►Le ot NeshingLon. Coaomis- : • - and !oi the Stute oL lYaellington. alon Expirae Apr.'El. 1923.• : kesiding at Sporeae. . . • . . :ITA^aE 08 11A9g12tGTOti, . . o . COIJiPrY OF 9POKAttE.33: I. 2.S.Hersig. a tJotary•Pnblic in and tor the ULate oi [leehington, do herebq oertify thnt on thie 3rd. de9 0! Jsnur►ry, 191:0, persoanlly appearod betore cae ihos. B. Ware and L[el- tesie 0. Wnre. gunbaad & P714o. Lo me icnovm to be Lhe iciflividnele deaoriDed in and who exsou- Led tho within inetiument and seknowleQged that they eigned and eealed the seme ae their tree sLnd 4D2i1IIL9rj► so 'k" and deed. Por the uaes and purpoaea LDereia mentioned. Given nnder ca band and oltialal eeal thle 3rd. d,3y o! January. 1920. . . : J.B.gerwig, Votsry Pnblio-. . . . J.H.Herwig. IJotsry Pnblio in : 3tatie ot Weshingtoa. Commie- : and Yor tho State u! Wsehing- :.aion EapLree Feb. 18. 1921. ton, residing at SpoYane. STAT$ OB wAS&I8C:0B. COIIii TY OH' SPa%AFJE. S S: • • - Y, d.H.Herwig. s 1Jotary PnDlio in and tor Lhe State oi Weahington, do hereDy oeitify LhaL on thie 3rd. Qqy of Jsnunry. 1920, persmnallq eppeared A.C.SYqre and Caroline T.'ere. flusbsnd & rtiie, to me known to be tho individuals QescYibafl ia snd who eReoutea Lhe wi 6hin irs trucaent and aokaowledgeA Lhnt tAey sigaed and aeoled Lhe anme ae t;heir f ree and volantnry ect and deed, !or tbo uaee and purpoaes Lherain mentioaed. . Civen urfder aq bancl and oitioial aeal thia 3rd. d-ny oi January. 1920. : J.Ft.gerwig. Botsry Pnblic. : J.H.Herwig. I7otsry Aiblia'in : Stste of Hashingtoa. Comale- and !or the 3LaLe o! Waeh- : eioa Ezpizee FeD. 18. 1981. . ingtoa, zeeiding aL 3polaule. - STATB OB WASffINGTQN, . . COUNTY OF SF8KA2IS. 89: I. J.H.Berxlg, a 21otQry Publio in and tor tho Stato ol.Weehington, do bereby oertity tbat on thie 3a3. dQy oP danuery. 1820, peremally sgpeared betare me d.C.Brawn and Poarl 3d.Brown, rr,an dncl wi4e, tA ma knowa Lo be tho indivldual8 deeezibed in and who ezeaut.ed ths within lae- trucaent and aoknowlodgad that they eigned and eealed the eame ae their f=eo and volurai►ry eet and 8eod, for the usee and puzpoaee theroin mentioned. Given urtler mW bund and oliioisl seal thin 3zA. day ot 3eauary. 1920. --J.H.Hers►1 2~otqr--Publia.-----. . B• Y , . J.B.HervOig. yotary Pablio ~ : 3Lnte o2 Weahittgtoa, Coauole- . in and tor Lhn ytate o! Waeb- : oion Expizee Peb. la. 1921. . ingLon, residing at 5polsane. 9TAlE OP CtA3HINCT021. , ~ COiT'.ITY OP 8POKAli3.33: - . - • - • - - I, thR unaeraigned. & ttotaly•Ptiblio iII and Yor the Stete of Waehington, do horoby oertify thst on thia 4th. da;, ot tiovember. 1919, pereonslly appaared Deforo me Hswerd J.aenr►ett and Plorenoe L.F3onnett, huab+uad and wife, to me known Lo ha the tndividuela deearibed ia and who ox€outed the voithin inBLrumenL and saknosvledged Lhnt they eigr►ed and eealed Lhe serne as their Pree and voluntary eoC and deed, for Lhe uaee and purpoeoa therein mentilonea. Givea under rqy hand and otfialal oeal thie 4th. day ot llovember. 1919. ~ : A.E.Y.sag2orfl. Notsrq Publio. . • F.S.Langtosd, Iiotary Publio :State o2 Waehington. Com.mie- in and tox the BLata ot Yraehington. : olon Expiree Dee. 28th..1921. . Reaidiag at Spotcane. 17es6. BTAi'E 07 PJISCaUSIi7. - COOtli'Y 0? AOCg. 83: • I I. Y,.B.Stone. B 2totary Pnblio in and tos the state o! Wiecotein, do hezeb;y Qertiiy thst on thie 29th. day ot Deoember, 1919. pc3reonall,y appaaieQ helora me B.C.Yele. tdartha Yale, to " ne knmwu Lo be thA individuale deQOribed in and who exoouted the avitbin inetrumenL and auk- ~ nor:leflged Lhab Lhey signed and sealed the cgmo ae their iroe and voluntary aot ary9 Qead. Yor the ases and purpflaea thereia an ntionc8. Givon under try hand and offiolal seal Lhie 29tih. dsy oi Deoember. 1919. - : L. B. Stone. 2ioLarq • . L. B. SLone. Notary Ynblio in : Pnblic. Raak Ca..Wle. . and tor the Stato oY Nisoonein. Reaiding at Liilton~Jot. l4 Com- miesion Ezpiree td'r. 4,. 1923. , STATB QP WISCQ.iSIN, - , COiRiTY OF IDaatE, ss: I, tionie Catte, a Uobary PuDlic la and tor the SLate of 9iiseonsin, do hereby aeztlSy Lhnt on thie 28th. day oP Januarq. 1920, poseoa811y appuared before me fierDert E. Hsnan and Na zs Hnasn, to ms knswn to be the individuals deeoribad in snd pho eEea uted the wiLhia ins- trumant, and ackaowledgeQ that they aignefl and eeAled Lhe eame ae Lheir tree and voluntsry gct and doed, !oz Lhe ueee and purposee Lherein mentioned. Givon under iV hand aufl oSficial eenl thie EBLh. day oY January. 1920. - N-------------------r1----I- : trorzie Cette. Notary Publio. . vorrie Cette, Notajy Publio in : Deno County, Hieoonein. . and for the staae oY vlisoonein. Raeidiag ot Oregon. Wie. My l:cm- mieeloa Expiree Jnl,y 30/1922. SHORT PLAT 89-604 FOR z b b1., z' p E F 3 34 4 , REPLAT OF PORTION OF, LOT 1071N PLt- .,A?: n APC'TR.I ~oA. ~a~•3dE ~35 `4 NO:-4 OF WEST FA~ZMS. IRRIGAT'ED~~TRAC o m o- _ zs ~ ~ - - - 073~► N 80041'.Z3°E $AN$OId AVEMJe,; - ~ 215.09 -Fp (~RP - - 200.00. - - 9'~30' ~ 119.30' Q 10q00 A 20',')~- 20 -RA1',MON-D AND W CHtLLE SMV,AIiT-. .PAULSLOUKA ~ B o A z5 - q o, o o p ,o' e°r n a r, ~ r a 114.-23'1 119.14' '4 Z00.00' 200.00, ~ 4 u ` ~ 6]8.41' ~o-•-~,O~G~. RP ~ z c 0°. o . ~ • • ~ SHORT PLAT' o. ; '~IDVVARTS:A.~TD, • 87-480 ( ai RtTI'HSLO[•lKA ~ •z! ,o ~ 1' c RP ~ W I 0~95-00-~Zo ~ o ~0 0 ~ U 33.2 01 ~ 305.00' ~ o o95.00' 4' • 8 6~5~~46'~.W ~ z W Ic - .a , . a r , .+20. . . 34 , - S8l9° 53~,614'W g~v~II~I~rrr T7T~~~ . p * 34 I _ 32 6 60.30" A E,F - - . -s _ ~OKAN~ 1A/ASHINGTON,Q-:-~ [.F,'Gh\A , . ~ E 114 COR~~M0INI., 1" PIPfi BY.;itEF. 1IVSTltUMErDT KO_ 802610094: ~ . C] :,S 1J4JCOR'MO\.•-1 1R' PCFE «'/CU 1YlItE AXll`NQN. BOJC. BY P.U. NSTttU19ENT INO: 80?6lOO9Y.. • 11n ~ . O C'TR 114 COR"rtOr. t' ROl1NM HLaDL-D PLV REF. SHOtiT PLAT 87-480. O FOIJ`U •12 REBAR`W1TA ALASTtC CAP NO. 706. ~ Q FottNn 31.8° corrDurr. - Thls p►tnt Is msde sotely for,the purpose.at essieting a FOUND 40.154 Nfw. 2-'o[LOw•G1fApE. In loceting said 'premises end the cortipany'essumes Do . qobllity, for variations; if atry, In dtmeaaioma md bi'-0L'tM,RAILROAn,Kl'~c:I M- o ssiKr- laft.n escerta(ned by ectual suro* - - i TAGGART EIV.GINEER~ING & SURVEYING Licensed: _Suite 17-15 Idaho Office: 1Nashington 1963 N. 2128- Pines -Road Rt.. 2 8ox 2_2 Idaho 1968, Spokane. 'WA~ 99206 PoUatch, ID 93955 i-800•637•3074•NATIONaL 1-509-924•9993 1-208-875-0555, December 'S, 1991 . RECUVED John W. P_,ederson Plann~er II DEC O 6 1991 S,pokane County P1:arining Department N. 721- Jeit.erson, 9.9~260-0170 SPOKANB COUNI'Y 'Spokane, , Washing'ton pLANNINd D£PARTMENT Sub j ect : Ed' Slouka's Short Pla,t '89-.604 Dear Mr. Pederson: Enclosed is a copy ,of the propa"sed 5h6rt plat revisEd per- lates't instructions. Is it all. right to go_ ahead and sur-vey out these lots and L-ile a plat with set=backs and utility easements? Pleaso ca11 me and leave a-message ii I a.m-not there. Thank you- for your l.ielp in this ma t=t-er. Ver-y truly pours, ~ ✓ Photocopy: Melv_in Taggart, P.E. & P.L.S. ~ Ed Slouka MT/fpa I TAGGART ENGiNEERING & SURVEYIPIG M ~ ltcensed: Suite 17-15 Idaho Office: Washington - 1963 N. 2128 Pines Road Rt. 2 Box 22 tdaho - 1968 Spokane. WA 99206 Potlatch, ID 93955 1-800•637-3074•NATIONAL 1-509•9249993 1•208-875-0555 July 19, 1990 , RECEIVED John Peterson P 1 a n n e r I z JUL 2 3 1990 Spokane County Planning Department Broadway Center Building N 7 21 J e f f e r s o n SPOKANE COtll:jY chGINEER Spokane, Wn. 99260 Subject: Ed Slouka's Short Plat No. 89-b04 Dear Mr. Peterson: Enclosed is a copy ot Air. Ed Slouka's Short Plat 89-604 for three lots. The copy has been updated per a conversation with Mr. Jerry Sims of the Spokane County Engineer's Office across the street. Please let me know if you have any questions. I believe Mr. Ed Slouka gave you 5 copies of the plat prior to the last revisions. Very truly yours, )41,- / 47)z - Afelvin Taggart, P.E. b P.L.S. PC Mr. Jerry Sims, County Eagineer's Office PLANNING DEPARTMENT ' BROAOWAY CENTiiE BUII.DING N. 721 1EFFERSON STIiEET PNpNE 456-2205 • . SPOKANE, WASMIN6TON 99260 • $VQ16AHR ~QIA'4~ GO~.=iT NCiUSC R~~Dv MEMORANDUM ~4p '~9O 70. Spokane County Engineer Spokane County Utilities Spokanc Counly Health District Spokane County Department of Building & Safety Fire Protection District #1 Trentwood Irrigation District FROM: John Pederson, Planner II DATE: July 27, 1990 SUBIECT: Review of Final Short Plat SP-604-89 Enclosed find copies of the above referenced plat. Please review and forward any comments by August 7. 1990. If you have any questions you may contact . John Pederson ac 456-2205. Please direct your review comments to John Pederson. Thank You. kc Enclosure c: Ed Slouka. N. 5306 McDonaid. Spokane. WA 99216 rcv: 12/8y ~ CALCULATIUNS FOR_ ED 'SI:OITKA'S, SAORT' PLAT 89-604 AREA FOR;;DRAINAGE ARLA• , Draiued south ot San'sont Avenue, an'd east, of McDonald Road. 873. 6'' ea.s't and wes t .400' north and south. (approx. ) Area~ = 400~(8~7~3..:6.) 8:02 zcres ,Use *8 acres Time ot Concentratioa ~ TC, . Formula p. 3-1 of "Guidelines 'of Stormwater Drainage," _ bp Spokane.Co.unty TC ~ Ct [ - ~ ] o'' 6 • o Ct a.15 for overland flow _ -L --,,871.5 in length., S = .,0195,by calculat-ion TC = .15 [ 873. 6(.0;.~,4) 10.• 6 . 0195 TC; ~ 16,42 minu, tes Use 16.5 minutes I = Intens.ity. ~f rom ;giaph Fig • 3 9 P ~ `6-3 - j -I = :2.3"/hr .Q = GIA-wtiere C for folling- pas'ture ~ 'Qio. _.3'(2.3)(8) ~ ,,Q = , 5. 5* CFS - • ~ • ~ Ed Slouka's Shost Plat 89-604 Page 2 of 3 SUB-AREA: Lot area flat pasture for short plat 11 acre/dwelling unit from chart on dwelling units/acre showa coefficient = .25. IIse .30 to be consistent. Iso = 2•3"/hr Q= CIA C a .3 I a 2.3"/hr Area a 258.4 x 234' Area of 60,465 sq. ft. = 1.388 acres Q = CIA = (.3)(2.3)(1.388) Q= 0.950 CFS without houses, etc. Estimated 10% of area to become impervious with houses and driveways. This would add approximately .10 CFS to the flow, or for the 8 acres it would total 5.6 CFS. The area is drained by one 24" culvert with an inlet elevation of 2002.7' and an outlet elevation of 2002.6'. See Fig. 19, p. 6-47 for 24" corrugated pipe (CAP). 0.1' drop in 24' = 0.004'/toot Estim,ated depth of flow, 1.4' Discharge from graph = 12 CFS At the present time one 16"f inlet with an 18" outlet drains acrosa Sanson Aveaue. This is just east of the iatersection of McDonald Road and Sanson Avenue. It has an inlet elevation of 2005.9' and aa outlet elevation of 2004.7'. The drop in elevation is 1.2' in 24', or slope 0.05'/foot. This drop is above critical curve for slope. See Fig. 199 p. 6-46. Assumiag the flow depth in 16"± CNiP is 1.0', the discharge would be 6 CFS. See graph for 15" CMP. Adding the discharge from the 16" or 18" CMP acrosa Saasoa aad the 50-year ma,ximum expected flow from the 8 acres south ot Sanson Avenue, we get b + 5.6 = 11.6 CFS. Sanson Avenue has an elevatioa of 2008' and would act as a dam for any run- off over those shown in the calculations. The two 18" culverta west of the intersection ot McDonald and Sanson would start to drain the water behind Sanson if it rose to an elevation of 2007.31. Thia acts as a reliei' valve for the water north of Sanson Avenue and diverts it around the proposed short-platted area. In my opinion, the ditch on the north side of Sanson Avenue should be opened up on either side of the exist- ing cattle-guard in order that the ditch could carry the water. This would require an 18" culvert parallel to Saason south oF the cattle-guard. r ~ . Ed Slouka's Short Plat 89-604 Page 3 of 3 RECOMQMATION ON THE DRAINAGE SYSTEM: 1. Add 4' extensions to the south side of the culvert across Sanson Avenue just east of the intersection with McDonald Road. 2. The 24" culvert shall be lowered 1.1' on the east side ot McDonald and the drainage ditches resloped for a constant negative grade on the inlet and outlet. Add a 4' extenaioa to the 24" culvert, and relocate it 1V east. Regrade the culvert for .2' drop to the west side of McDonald. 3. Add concrete aprons to both inlets and outlets so weeds, grass, and debris will not clog them. 4. From the outlet of the 24' culvert, the lateral ditch should have a constant negative grade to the main drainage ditch west of McDonald. 5. A drainage ditch ahould be dug inside the egisting fence along McDonald Road from the culverts across Sanson so that there is a con- atant negative grade between their discharge elevation and the inlet elevation of the 24" culvert. This should be dug 231 to 3" deeper than required, lined with Visqueen, and rocked manuallq with 2" drain rock. 6. See next page for the calculations on the size of the drainage ditch on the east side of McDonald Road. Enclosures: Pages 6-3, 6-46, and 6-47 of Spokane County "Guidelinea for Stormwater Manageanent. " Topography map of Saason and McDonald intersection. ~ c. _ I I . , CALCULATI.ONS . D'i tch .-S tz'i ng for" SP604 Mr. E:d S 1 ouk,a From P-age, 6-42 ,of Spokane Goun'ty _Gufdeli n;es f,or S,torrn Water Mana4emen.t Nomo,graph :att-ached z = 17.0, n Where n = Roughness ,f.actor n =,0.035 for rock 17Qn Z= 170, (0.035) 5.95 Z=T d Where T _ 'Di'tch; wi,dth ~d = Di tch depth. I = I 5.15 a F,or 4" Df;tch d = 4 _ _ °0.8' Deep 5795 • ~ r • ~ A ` M ~ ~ ~ ' ~ - T . « . . ~ r . , tauanon. 0 • a~~~~~ o'6 eM 10000 nIi 40wmuoe totrnauMt i0.. 9000 roRSyaa dknNovnAvt to ma*t~~al. a • eooo GOfTON O! 40AM1$L - 7000 •ts aca.aoa" or 0011 swPt .08 • 1.0. 6000 arc•t"a• w R a reoauaws so.s. .07 5000 ~ ft" ISO. cau.lror tNo .AO .06 ' 4000 F.: .TO ExAYPLE i.te o...to Le...~ U. .oa ~ 3000 •~.c. ~ • ~ aoi 100 .80 To a • 1' $:oo eo .04 LL . .60 n A~ • . ~ ~ 2000 t• o V ~o LL LL . r~•o~ o • r.o cr~ • . .03 .40 . - f • ' Z ' 2 ~0 1~0 . ~ soo ~ , C eoo ' 700 eoo = ~ :e N .20 ~ • soo ~ , • ~ .i • ~ ~ 400 ~ W Z i ~ IM TION'i VI 300 J ,Q, O ~ •..~o .i~r ~~ost Q .oe Z . cc a1n a' aro towat cna«ant ~~i rnw .008 200 atifw titl r■tu ♦oo wNi• rwr ~rl .o! ~ 007 ~ , , ~.T.~sta••.r rw.u.~ Li.e .oa • W .f0 corKits so.urto. ~ .ot V .006 a . .OOS W 08 ~ i00 r•tr~ito twuat ~ " ~ LL' W .OT - ~0 •s ~■o~s t u sara~~~n. O .004 ~ .06 ~ 70 . • ; W fr 60 . r,• O .003 0 •OS 50 ~ *o o~tar~~t , 40 o,~ars~u o, ~i ~ N . ~ .O, rWftOw 00 p"U[L .••~~a MIO~M a • V 30 AP o~ra..u.t oc•ir 4 .os toy.L mecMa.sa m .002 t.ri.t ua+~or rMt. us~ saKOM~.n ro ~ .03 ZO Q I~) ~ ..o ol....me a.w.... ~ .02 ' u coNroIItt uctws•• ~ • i • ' •o►.o. o.sr.oo•w» & . W ~ 10 to as•us 01"M•Nu 60 .001 ~ uct~o. . ~r .ttwu• • •r~ o~~rr ~ ► 0~~~1• 0~ ~o~ # uo~t ■•1~0 •p ot►~M ♦Nlr 0~ • o~ • 0• , . I . NOMOGRAPN FOR FLOW ~ IN TRIANGULAR CHANNELS 6-42 . FIGURE 18 ~ :~1 1 I S P O K A N E C O U N T Y OFMCE OF THE COUNTY ENGINEER • A DMSIQN OF THE PUBLIC WORKS DEPARTMENT .Ronald''C. Hormann, P.E., County Engineer Dennis.M. Scott, P.E., Director 1VIEMOltANIDUM TO: NiEL TAGGART • FtO1Vi: BItENDA SI1Vi DAT-E:- MARCH 41199Z SUBJECT: SHORT YLAT 604 'We do nat know how much of the propqsed:short plat is within the flood zone: That is the information, re.quested' from youjin_-a lettei bom 'Gary Nelson. I did Dot tell- anyone that ,parcel A is not -in the flood zone. The last-'infor_.mation I saw did not- show the. flood zone. Post-It'" brand #ax transmittal,memo %71, #or Pa9es ► 2 T' From~ Ca Ca. ~ Qept. Phone # ~ F0x f! Fax q C N. 811 Jefferson Spokane; WA 99260-0180 (509) 456-3600 FAX (509) 456-471 ti S ° tJ ~ _ - ~ ~ R E~~~~~r~ ~ ~ MAR p 41992 ; A-D_ D.E N'D A- to DRAINAGE PLAN FOR SHORT PLAT '604-:8~9 Mr-. Edwar,d, Sloukal N;, 5'306 -McDo,nald Road, Spokane, WA 992:16 Narcli 4, 1992 REFERENCE: .l. :Drainage• calculations- s,o,uth :o-L• Sanson Avenue 'and' eas-t ~ot McDonald Road, d'a•ted .Julq -10'7 1990. 2. Dr-ainage ,calcu''l;ations -north of Sainson Avenue, 'dated January 16', 1992. 3.. lDralnage drawing, showing prof:iles of_ Sanson Avenue and * Mc-Donald.,"Road. . , 4.. Drdinage~ topographic.. map' draw-i.ng •No. C900611R, ~ dated ~March 4, ,1992_. • , ~ v -X , ~ 1 1 rJ , ' J ~ . ~ / / 1 J Short Plat 604-89 1 March 4, 1992 The south side of Sanson Avenue, where Trace "A" of Short Plat 604-89 is located, is a low area that is drained by a 24" culvert across McDonald Road (see Ref. 3 and 4). The drainage calculations (Ref. 1) show that the expected runofi for the ~ area south ot Sanson and -the 16" CMP across Sanson Avenue is ClF~.- j The Mydiographs show that the 24" CMP should handle 12 CFS. ' ~ - . • The runoff calculations north of Sanson Avenue sbow a runoff of ~ ~ 29 CFS tor 180 acres. The amount actually running over Sanson Avenue woul.d be 29 CFS - 6 CFS (18" CMP) = 23 CFS. 23 CFS will have to run oii over McDonald during the 50-year raximum runofi expectation. r , ~ • ~r++"~ ~ ~ ~ . j,AJ'f I ` +.NW- r~ ~ f r r/'~io T %1004 ~ .c^~ Z r ~ 1 A- Short' P1`a~t 6~04'-89 2 1~March4, 199 2 ,UsI,ng~. a'broad-crested •w,eir formula -=for McDonald Road, the. following formula: Q. = 3 PHl,S applies Q = f low C-FS' P- lerigth: o f weir- perpendicular to .f low -1. 5 'Q 23 .H. 3P = .3P Ettec;tive leng't-h, of P f-r-om -,•measuring elevations along McDonald . Itoad, is est_ima-eed -_to- b;e 140'. i 23, = 164 140,. ' • ~ H = 0:..1641' 5, = 0.1640:666 H = .,03 feet 1'he 50:-yeat _-ilood pl~ain poten'tial elevation oi th 001 d~f •water: eas.t o"f ~Mc~D`onald Road~ is estimate:d to b~e, 2'0 ~•07.951 ) : Thereio=e, sewet ~drainfield p_iping would- have -to be_ _ bo,ve ~r s elevation. ` • rn~ , ; , pr vi ~ J J ~ t b , ~ - ~ I , I S P A K A 1-4 E ~ C O U N T Y OFFlCE C)F TtiE COUNYY EhGWECR A DNTSCOlV OFTHE PUBL[C WAItK5 DEPAR'IMEM Rnnald C. tiornlann, P.E., County Enginm Dennis M. 5catt, P.E., Dircctor March 23, 1992 Melvin Taggart N. 2128 Pines Road Spokane, Wa. 99206 RE: Short Plat 89-604 Dear Mr. Taggart, We have reviewed your March 16, 1992 drainage plan and maps submitted for Mr. Slouka~s short plat located at Sanson and McDonald. We are somewhat confused by the analysis provided. The first two documents entitled "Drainage Plan for Short Plat No. 604 -89" and "Addenda to drainage plan for short plat 604-89" seem to ind.icate that the houses should be raised above elevation 2007.42. The map entitled "Drainage plan for SP-604" indicated the elevation should be 2007.95 to consider a future six inch depth of surfacing for McDonald. We are in agreement with the conclusions of this analysis. ' However, the document entitled "Calculations for Ed Slouka's short plat 89-604, area for drainage, (revised March 16, 1992)" seems to indicate that additional work is to be done to the drainage system. This additional work is not all shown on the road profiles for Sanson and McDonald, or on the drainage plan. Do you intend for this work to be done? If so, are you going to consider it in your drainage calculations? Attached are the prints and the calculations. Additional specific comments are contained on them. Please return the check prints and calculations with your next submittal. Very Truly Yours, Gary Nelsan, P.E. Planning Engineer sp89604 N. 811 Jefferson Spokane, WA 99260-0I80 (509) 456-3600 FAX (509) 456-4715 . + . , , iz-u CALCULATIONS FOR ED SLOUKA'S SHORT PLAT 89-604 AREA FOR DRAINAGE ARF..A: Drained south ot Sanson Avenue and east of McDonald Road. 873.6' east and west 400' north and south (approx.) Area _ 400(873.6) _ 8,02 acres . Use 8 acres Time oi Conceatration ~ TC Formula p. 3-1 0f "Guidelines of Stormwater Drainage," by Spokane Countq TC = Ct [ S~ ]°'6 • C t=.15 f or overland f low L- 873.5 in length ~ 0•: . - . _ . S = .0195 by calculation 's Z99 TC a.15 [ 873. 6(0.4) ]o• 6 , Spp~X, ? V. 0195 ~ ~cfif h~►E~,M~` 4 TC = 16 . 42 minutes r, Us e 16.5 minu tes I= Intens ity f rom graph Fig. 3, p. 6-3 I = 2.3"/hr Q= CIA where C for folling pasture =.3 Q10 = .3(2.3)(8) Q n 5.5 CFS . ~ ~ ' . - s ~ Ed Slouka's Short Plat 89-604 Page 2 of 3 . SUB-AREA: Lot area flar pasture for short plat ;i acre/dwelling unit from chart on dwelling anits/acre shows coefficient =.25. Use .30 to be consistent. ISO = 2.3"/hr c~ l~ S Q=CIA c a • 3 I = 2.3"/hr _ Area = 258.4 x 234' Area of 60,465 sq. f t. = 1.388 acres ~fiy A. Q ~ CIA = (.3)(2.3) (1.388) ~ ~ .Z Q~ 0.950 CFS without houses, etc. • • , Estimated 10% of area to become impervious with houses and driveways. This would add ' approximately .10 CFS to t flow, or for ' the 8 acres it would total 5. CFS. r N ~ The area is drained by one 24" culvert w3th an inlet elevation of 2002.7' and an outlet elevation of 2002.6. See Fig. 19, p. 6-47 ior 24" corrugated PiPe (CMP) • -1k, 0.1' drop in 24' = 0.004'/foot Estimated depth of flow, 1.4' Discharge from graph = 12 CFS k ~ At the present time one 16"± inlet with aa 18t' outlet drains across Sansoa Avenue. This is j ust east of the intersection of McDonald Road and Sanson " Avenue. It has an inlet elevation of 2005.9' and an outlet elevation of 2004.7'. The drop fa elevation is 1.2' in 24', or slope 0.05'/foot. This drop is above critical curve for slope. See Fig. 19, p. 6-46. Assuming the flow depth in 16"± CMP is 1.0', the discharge would be lI CFS.~ See graph for 15" CMP. Reduce to 6 CFS as it is narrlv nbstr+sr-*ed. Adding the discharge from the 16" or 18" CMP across Sansoa aad the 50-year ma.ximum expected flow irom the 8 acres south of Sanson Avenue, we get 6 + 5.6 = 11.6 CFS. Sanson Avenue has an elevation of 2008' and would act as a dam for•any run- off over those shown in the calculations. The two 18" culverts west of the intersection of McDonald and Sanson would start to drain the water behind Sanson if it rose to an elevaCion of 2007.31. This acts as a relief valve for the water north of Sanson Avenue and diverts it around the proposed short-platted area. In my opinion, the ditch on the north side of Sanson Avenue should be opened up on either side of the,exist- ing cattle-guard in order that the ditch could carry the water. This would require an 18" culvert parallel to Sanson south of the cattle-guard. . . . . + • Ed Slouka's Short Plat 89-604 Page 3 of 3 RECOMMENDATION ON THE DRAINAGE SYSTEM: l. Add 4` extensions Co the south side of the culvert across Sanson Avenue just east of the intersection with McDonald Road. ~ o•-~ c~M~~•-~n~ '~'O~. P i.,, 2. The 24" culvert shall be lowered 1.1' on the east side of McDonald and the drainage ditches resloped for a constant negative grade on the inlet and outlet. Add a 4' extension to the 24" culvert, and relocate it 1k' east. Regrade the culvert for .2' drop to the west s ide o f McDonald. ~ M,,,~ I. 1' ) ,~...~C • ;.,...~.A~ - 3. Add concrete aProns to both ' lets and out~ets so weeds, grass, and debris will not clog them. 4. From the outlet of the 24' culvert, the lateral ditch should have a cons tant negative grade to the mai,n drainage ditch wes t pf McDonald. d~'~~~" ~ a.~ 5. A drainage ditch should be dug iaside the ex~.sting ence g McDonald Road from the culverts across Sanson so that there is a con- stant negative grade between their discharge elevation and the inlet elevation of the 24" culvert. This shoeeld be dug 2;1 to 3" deeper than required, lined with Visqueen, and rocked manuallq with 2" drain rock. ~"4~A- ~r;,,,,~,,,~ ~•y... ~a,~o ~ tiw J N1~r ~ ~q 6. See next page fordl~t~ the ca1_cula ns ~n the aize of the drainage ditch on Che east side of McDonald Road. Enclosures: Pages 6-3, 6-46, and 6-47 of Spokane County "Guidelines ior Stormwater Management." Topographq map of Sanson and McDonald intersection. ~ P~ A/1 . ~ A-1,~~ ~ - G ~ J ~ , J<~ • • I ~ . 1 ~ tu 1 ~ f ~ . , , . . ~ . ~ . ' - _CAL--CULAT,IONS ,Di_tch :Si ii-ilg for SP604 Mr. Ed'.S'1o0k-a From Page 6,=42" of Spokane County, Gui.del-i'nes for S~t'orm Wa~t'er Ma~,agement ,,Nomograph attached A- 170 Whe.r-e n, = Rougfines's factor • ~ n = 9.035 for rock- ~ . . • ~ ~2 . 'tz Z S.95 - T Wtiere TOit'ch wi dth - ~ _ . ~ . ~ d = Ditch depth- X ~ ~ - - _ I - Z = 5.95 -For, 4' D'itch - J d = 4_ = 0.8°' Deep :5:9~5 e• - , . . I V ~ ~ ` • • -2.0 ' ~ ~ ~ • ~ ~ , ' . L ~ t~vs~w~. ♦ • a~~ • 1 ~1'1 10000 n~~ ~ew..t~• eva••~uc■• t. r...i.~ .10.. 9000 oossiw• &wowamet to watvn4► M ' 8000 OeWtor of arasrtL 7000 ~aa.raoo.a o► c~ois uon .OA • 1.0. 6000 urtatew a a p+oettows ,e". .07 ' 5000 ~ wt n~. tswra~ ~a~ .80 .06 4000 F: •T0 ExiMvLC ~~ca 04406e atrsss ~ . ~ 3000 ~~•e~~ • • aoi `do .60 • to ' d b0 e • .o: lI^ . ~t0. ~ .01 , .'JO ~ ~ • t~ f0 U. 2000 ' . U. •i.s• • • uo cr• IS - .40 . • tC00 .30 900 .02 ~ 800 • 700 W v . ~ 600 • ~ j (n ZO • S00 ~ 400 ' . W ' Z . . ~ ~M ~oNS 0 ,1 J Ot p Q 300 • CC Ar ~ r p t/w u►ta wti "sft Ia Q A~ W a . .00 tMraot 9rtw4..t tu wto z .008 ~ 2 ~tvft t~i rssp *•r ~•a• wnr Z . .ttn~ct•.t n~a»~ t~•a ~e. ' cn `o't Q .OOT (A .10 .e eo+.~att rowrroa , .0~ ~ .006 a . • s. Pa. sw►e. 003 W Oa , . . 100 ..e...~• c....a 1 . L~. ' W .OT • 9O •s ta~w aa ~s~~r ' ~ 0 • .004 .06 , 70 ~ • i . ' 60 . ~ .00 . 30 ~ ~e•~•~•a . ~ rr O .003 • 40 V) . ~ .04 . .arn~ ws.. a: 1""~~ ~ • 30 a*an.sa an. ~ rN t~ru wsa..~~t °w .002 - . ar~~t ttenN ~■t~ w~ .~.~au. ta ~ .03 20 ~~t~~wK ~tons. • •ee sipt. , a ~ ~'•~•l~) i a +r ats~«.t w~o~wa _ ~ r` ~ .02 ' . • sowa•t uorbs ~ . CL n..o...l.nra.a. L 10 ~ .001 Q •o arw au.•ctt rt4vao • .tarss• •~~u•~'~ , . ' KOrfa a I *slaS 4 a •M . tieK aara ~ anr p~+• ~ : t.ta 4 • . . - • • .01 NOMQGRAPH FOR FLOW - . IN TRlANGULAR CHANNELS ~ . . . . ' 6-42 . • F 1 GURE ' . ~ ~ . • Jul tau so qo ~ 00- 40 SWO -Jel . 30 f F~'~ e 0 10-rah tipR Apo 0 p' ~ . C 0~ , ,04 0 6 9 S /0 , 4 I e~7 Y~ s ~ Q~ ? ia -~s Q~ 5 6 , ~ ,Qe • "`+I ~ w ~ s~► I.0~ rr '4~ 4~ r R Tr~ AL ,a~ CURVf ° V 2. O ; ai~ A3 . 10 ~ ~ C . t o40~ ~ •e ~ ,.o .z 24" _ ` ~ B . •0 4 ~ c.6• C I.D o0 .9 :o,pe 1.4 .e aon~ _ •o$_ _ ~ _ . . W oap4 ~D poa9 .ooo ooo~b ,oooi tn -t 4 . 0 :0 t m c~ ~ ) , t I .c . .e 40 ~6 7 oS 10 20 ni a n fI o'Y . O/SCHARGf • 0 - CFS n -W m y~ 05 0,4 0.5 0.6 0,8 10 ? ! I f 6 7 9 /0 PO 50 IO SD 60 80 100 O 1D J..J_i t i ~ ~ ~ ~ ~ ~ ~ ~ f i ~ ~ i t ~ ~ i ~ -n ~0 JO 40 3 ~ y .1 .4 .S .6 .l' .8 1.0 Z 4 ! 6 P B !0 ?0 BO na. ot 4 . . • . • ~ ~ ~ ~~N,a/ ~:~.++:w.r:~....... ,...o.q. . ~ . , , ; ~ • ~ . .,.~f ~ T ~ i~l, ~'~R . , •.w•~.wa , 1 / • • , f I I I ~T 201 40 10 .f~ - 130 PIP~ ~IA 0 ro _ _ ~ _ - - - Q f Fl.OW 4~ 'ao 10 -zo ° - ~ , - -70 s o 6 S 10 cz ~6 ~ ~ . . _ 9~ ~ _ _ • ~ _ 4 9 ~ ._._00~ .o~ ! 4 6 s ~ 4 1 . ~ , • e~ ~ Q~► A a ~ .o ~ - p° ~ /C~RI,li/IfDTrCL AG (n • o, ~~r~ V Vr S r~ ~ ~ .Q16 .i•'`~•, ~Cpt, ~OQ /.0 .2 ~ ,01 ~r ',•,'r ,OO,~F.~ -b , 150 ~ .6 ~ .9 dp4 - o ~ c~ .S [1.0 a p01y ° ~ ~ ~ e ooo~ I I.I W '4 0~ 7' a~ •0 01 _ In :o°a°~oa°A .0009 m C) ~ oc ae ai .z h a a.e ~~o P 3 4 c 7 i 20 90 rn m ~ ~ OlSCNAR6f - 0 • CfS f1 • .015 0-000, ~ N ~ 11 .09 0,l 0 ~2 0.5 0.4 0.50.6 0.8 J,Ont,om ? ! I S 6 l 8 10 t0 JO IO I' oo .os.o.o o i ' .i i s .6 F , ~a ' i 5' 4 5 er o ' 20 • a` nr, OE4 ' ~ , . . . , . . ~ .,.e..r.~.*.~ DRAINAGE PLAiV FOR SHORT PLAT N0. 604-89 - - Mr. Edward Slouka N. 5306 McDonald Rd., Spokane, WA 99216 ' , Revised March 14, 1992 ~ . ~ The area where the proposed short plat is located has a possible threat of being flooded from the north side of Sanson Avenue. The area to the north of Sanson Avenue is composed of mainly scattered timber with a small amount of land adjacent to Sanson Avenue that is farmable. The existing topography maps indicate 1$0 acres may drain toward the inter- section of Sanson Avenue and McDonald Road. Using the Soil Conservation Service (SCS) method for determining runoff for basins larger than 10 acres, the following equations are found on page 3-2 of Guidelines for Stormwater Management by the Spokane Engi- neer' s Of i ice . S _ 1000 _ 10 CN Q _ (P - 0.2~` r r+o.s1 S is the potential abstraction in inches. P is the total storm rainfall in inches. CN is the runoff curve number. Q is the actual direct runoff in inches. Slope from topography 10%. From p. 6-8 for average of soil Group B and wood or forest land: thin stand poor cover, no muleh, indicatQS a CV of 66. S 1660 - 10 = 5.15 From ZSOPLOVIALS of 50-year, 24-hour precipitation graph, p. 6-7, Fig. 4: P= 2.4 inches = 1.37 positive number P - 0.2S = 2.4 - .2(5.15) Q _ (2.4 - 0.2S) 2 _ (1.37) 2 2.4 + 0.8S 2.4 + .08(5.15) Q = 0.2878 = 0.29 CFS , Drainage Plan, Short Plat No. 604-89 2 Length from graph, p. 6-10, Fig. 7, for 180 acres is 4500 feet apgroximately. From SCS Technical Release No. 55, Eq. 3-2. L _ 1'8(S + 1)0 7 1900 Y'S L is the lag in hours. 1 is the hydraulic length of watershed in feet. S is 1~~0 - 10 C~T retardance factor. Y is the watershed land slope in percent. L _ 4500'8(5.15 + 1)'7 1900(10)'S L _ 4500'8(6.15)'7 6008 L _ (836.7)(3.56626) 6008 L = .49665 hours (use .5) L= 0.6 Tc Eq. 3-1, p. 3-5 Tech. Rel. :Vo. 55. 01~ or Tc 6 = 0.83 hours to time of ' concentration Uaing Storm Guidelines Table 12, pp. 6-29 and 6-30 for discharges for Type II storm distribution (CMS/in): sm = square mile Table for 0.75 hours: For 12.3 hours, f ind 388 Table for 1.0 hours: Fo r 12.3 hours find 301 Exrrapolate for 0.83 hours: Q = 388 - 388 - 301 .83 - .75~ .25 ~ Drainage Plan, Short Plat No. 604-89 3 Q = 360.16 CSM/in. Q = (360)(.29)( •180 acres ~ 640 acres/sm Q = 29.37 CFS Potential Flow over Sanson Avenue using the Broad-Crested Weir formula: Q = 3PH1.5 Q f rom SCS method = 29 CFS P is length of weir perpendiculat to flow. g1.5 _ Q _ 29 3P 3P P irom measuring elevations along Sanson avenue is estimated to be 355 feet. Effective height is esti- mated to be 0.1 foot and effective length to be 305 feet with a surface elevation of 2008.25 feet. ror stationing, see Sanson profile drawing. Q = 3(305)(0.1) Q = 28.93 CFS From the preceding calculations the maxi.mum potential flood elevation is 2008.25 feet. Sewer drain field piping is determined by the flood elevation above McDonald Road, which is at a lower elevation than Sanson Avenue. (See Addenda, dated March 4, 1992, revised March 14, 1992.) ~~6 fm I? ~ 1 t A D D E N D A to DRAINAGE PLAN FOR SHORT P'LAT 604-89 Mr. Edward Slouka N. 5306 McDonald Road, Spokane, WA 99216 Revised 1March 14 a 1992 - REFERENCE: l. Drainage calculations south of Sanson Avenue and east of McDonald Road, dated July 10, 1990. 2. Drainage calculations north of Sanson Avenue, dated January 16, 1992. 3. Urainage drawing showing profiles oi Sanson Avenue and McDonald Road. 4. Drainage topographic map draWing No. C900611R, dated March 4, 1992. . . --y .t~Y,, f~' p~ ~ _ ~ . ~ j Vi"Elt M al t~` t-.WW z~ Short Plat 604-89 1 March 4, 1992 The south side ot Sanson Avenue, where Tract "A" of Short Plat 604-89 is located, is a low area that is drained by a 24" culvert across McDonald Road (see Ref. 3 and 4). The drainage calculations (Ref. 1) show that the expected runoft tor the area south of Sanson and the 16" CMP across Sanson Avenue is 11.6 CFS. The hydrographs show that the 24" CMP should handle 12 CFS. The runoff calculations north of Sanson Avenue show a runoff of 29 CFS for 180 acres. The amount actually running over Sanson Avenue would be 29 CFS - 6 CFS (18" CMP) = 23 CFS. 17 CFS will have to run off over McDonald during the 50-year inaximum runoL-t expec,tation. 23 CFS will have to run otf over Sanson during the 50-pear 'maximum runoff expectation. s Short Plat 604-89 2 March 4, 1992 Using a broad-crested weir formula for McDonald Road, the followiag formula: Q = 3 PA1'S applies Q = flow CFS P= length of weir perpendicular to ilow H1.5 _.17 9 i . e . , 29 - 12 = 1,7 QFS 3P 3P Eifective length of P fram measuring elevations along McDonald Road is estimated to be 140' ( fram station - 50' to_=_ 195'r ) K1.5 _ 1 0 = .1214 1 g= G.l211. 5= 0.1210.666 H = .^5 teet The 50-year flood plain potential elevation of the pool of water east of ;IcDonald Raad i.s estimated to be 2007.4`' . Therefore, sewer dr3intield piping would have to be above t11is elevation. McDonald suriace elevaCion is 2007.17' adding .25' equals 2007.42'. r4 / y~ ~ ~ GULVERT ANALYSIS. VERSION 2.0, ~ 'rURh?ENT D'ATE CURRENT T I ME .F I LE NAME FILE-. DATE 0 3-22-11 20,a, 13:26 SP644.89 3-Z2=92 i PERFORM'ANGE CURVE D lSI;H'ARGE F;ANGE. OF FLOWS ANALYZED M I NUMUM '0 tSCHAR`GE `CFS ) 29 bES I'GN D tSGHAR;GE (CFS:) '29 MAX I MUM . D I SCMP►RGE' (CFS ~Cl A - SlTE DA7A ~B - C.ULVERT SHAPE,, MA'TER I AL, I NLET ; •i U ~ - - - ------_._-----------._-__.__-_..,-._--_-_'•ILI I NI:ET OUTLET (10LVERT- BARRELS, :5P'AN RISE MANN. I.NLET ~ S V~ ELEV. ELEV. LEfVGTH A SMARE N TYF= E I # C FY ) ( F T ) (FT MATERIAL (FT) GFT,1 ; ; - 1_ t~. 70 ~GO.~.,6t3 34:;tJ't~ ! 1- CSP 1. 0~~, 2. 4~~ .024 rONVENT I'ONAL~~ ' 2~ '"'~'~1~ ~ - ~ , "i 13' ,411 ,54 , !6: ~ l CURRENT DATE CURRENT T I*ME F I'L'E NAME_ FT'LE DAT€ 03=22=13 20e'1.3,: 26- SP0489. 3-:~2--92 CULVERT NUMBEF;:- 1 CULVERT :I tVVERT _ DpTA I iULET $TAT I,CIN, (FT ) 0 o Ov 1NLET ELEVATION (FT) 2002.70 OUTLET STAI'ION <FTa .30. 00 OUTLET ELEVAT-I Ohl (FT ) -2002. 6.0* NUMBER OF BARREL- S 1.00 SLOPE -(V-FT /H-F1" ) -0«:4033 GULVEf?T LENGTH ALONG SLOPE CFT-1 30: c.~4 BARP,EL SMAF'E : C TRCULAR d0. FT -I RI. ~ DJAMETER -BA'RREL MATER I'AL,'s W-I TH A P'IANN I NG ' 5- N'OF 0.024 ~ I'NI...ET TYPE : GOIVVEtVT I'ONAL I IULET EDGE AND WALL p THIN EDGE PROJEGTThIG I NLET DEPRESS I CIN,: NONE -DOWIVST'REAM GHANNEL GROSS---SEI:T I ON B.OTTOM W:I DTH ~ FT } 3.00 a I DE .SL'OPE H/V C) ~;'o CHANIVEL SL_ORE. V,/ H(,FT %FT 0.002 MANN I IVG' S, N (.:0~1-0. 1) 0'. 430 CMANNEL INVERT EL•E,VATT,ON (FT) 2002. 60 CUL'VERT%2003--1 OUTLE'i' I'NVERT ELE-VAT I ON AT 3 GURRENT DATE CUF?RENT T I'ME F iLE NAME ,F I LE DATE 03=22=19' -20: ,1311•26 SP60489 3-22- 92 UN,I FORM FLOW,RAT I`NG-CURVE' FQR DOWNSfiREAM CHANNEL FLOW W'.-S.;E,d FROUDE VEL. SHEAR (,rFS') ( FT ) NO. (FFS) C PSF'a 29.o a0 200.6._,3,3 0.,000 2. lq9 4.58 ,29. 00 2006.23 0.000 ' 2.59 0,. 58 29.00 2006.,33 0.000 2-. 5y 0.58 r9. QO 2006..33' 0.000 -2,. 5y' 0.58 29t. U'G 2006-. ;33 U...044 '2. Sy' 0.58 2:9. C10 2646.'!~3 0.'000 ~2. 5 '3' 0.58 29.00 2006,33 Ci44 2. 59 'O. 5e . . 29.00. 2u06.33 0.400 20, "59 0..58 .29,. d0 2006.,.33 'U.,OQO 2. ,t5 0.-58 29.00 2006,33 o.°.t000 -2._:59 0.58 29 . 04 2006 . -33 0.~,040 2.59 t> ..59 SELECTED OVERTOPP Y NG CREST I f.~.OADWAY SURFACE.: GRAVEL EMHANKMENT TOP W•I DTH (.:FT )e 20.00 USEF.:, DEF INED R;OADWFIY PP.OF i LE. CRQ55-SELT 1ON X- Y CODRD,. NO. C~F"T> t FTJ 1 0.1100 2008.00 74,e .0U -2007 . 's17 3 1,77.~.04 2007.17 4 2'2.7 p,00 '2047 . 92 5 245.~00 2006.38 4 rJURREN7 DATE• CURRENT T I ME F"ILE, NAME F I LE DATE, 43-22-19 244'1'3:.2SP604893-22-92 SUMMAR-Y ,aF CULVERT F'LOWS- (,;CFS:) FI.LE;: SR64489 DATE: 3-22--92 - ELEV (FT ) TQTAL 1 2 .3 4 5 6 OVER.TOP I TER 2047.31 29 14.. O 0 0 .0 G 15; 2 2007 . 3.1 '19 14 d O 0 0 0 15 1 2007.-3.1 29 i-4- 01, 4 0 0 v '1 5. 1 2007,31 ' t9 14 Q .4 C~ U U 15 1 2007.31 9 14 0 6 d 4. n 15' 1 2007. :;:1 23 14 O 0 •4 O Q 1-5 1 2007.31 -'29 14 0 0 0 0. cJ 15 1 -2007. 311~ 29 .14 0 0 .01, 0 0 15 1 2047.. 31 29 14 'n '0 0 0 0 15 1 2407. 3.1 29' 14 0 U a 0 U 15 11,. 2G07 . 31 '?3 '14 0 4 .0 0 ~.0 1 :5 1 5 rURRENT DATE CURRENT TIME FILE NAME FII,E DATE 03-22-1 9 20: 1 3: 26 SF'604e9 3-22-92 CULVERT # 1 FERFORMAN~E CURVE F0R 1 BARPEL C 5> Q HWE TWE iCH OCH GCE Fr E TCE v0 (cfs) (ft) tft, (ft) (ft) Cfta (ft) Eft1 <fpsl 14 2007.31 2006.33 2.39 4.61 4.61 0.00 0.00 4.47 14 2007.31 2006.33 2.38 4.61 4.61 0.04 4.40 4.47 14 2007.31 2006 . 33 2.38 4.61 4.61 0.00 0.00 4.47 14 2007.31 2006.33 2.38 4.61 4.61 0.00 0.00 4.46 14 2007.31 2006.33 2.38 4.61 4.61 0.00 0.00 4.46 14 2047 . 31 2006 . 33 2.38 4.61 4.61 0.00 0.00 4.46 14 2007 . 31 2006 . 33 2.38 4.61 4.61 0.00 0.00 4.46 14 2007» 31 2006.33 2.38 4.61 4.61 0.00 0.00 4.46 14 2007.31 2006.33 2.38 4.61 4.61 0.00 0.00 4.46 14 2007.31 2006.33 2.38 4.61 4.61 0.00 0.00 4.46 14 2007.31 2006.33 2.38 4.61 4.61 0.00 0.00 4.4E SUMN'IARY DF I TERAT° I VE SOLUT I ON ERRORS F I LE: SP60489 DATE M 3-22-52 HEAD HEAD TOTAL FLOW % FLOW ELEU (FT ) EFROR C FT 1 FLOW (CFS ) ERROR CCFS a ERROF' 2007.31 0.00 29 0 1.71 2007.31 0.00 29 0 0.76 2007.31 0.00 29 0 0.35 2007.31 0.04 29 0 0.07 2007.31 0.00 29 4 0.05 2007 . 31 0.00 29 n 0.04 2007.31 0.00 29 0 0.03 2007.31 0.00 29 0 0.02 2007.31 0.00 LS 0 0.02 2407 . 31 0.00 29 O 0.01 2007.31 0.00 29 0 Cl. 01 r . w TAGGART ENGINEERING & SURVEYING Licensed: Suite 17-15 Idaho Office: Washington - 1963 N. 2128 Pines Road Rt. 2 Box 22 Idaho - 1968 Spokane, WA 99206 Potlatch, ID 93955 1 •800•637-3074-NATIONAL 1•509-924•9993 1-208•875•0555 March 16, 1992 ' °4 1992 ~ ~ Ronal d Norman, P. E. - Spokane County Engineer Gary S. Nelson, P.E. Planning Engineer Spokane County Engineers Office N. 811 Jefferson Spokane, WA 99260-0170 Subject: Edward Slouka's Short Plat 604-89 Reference: Your 1 ett2r of March 5, 1992 Concerning the Orainage Dear Mr. Horman and Mr. Nelson: Thank you for your letter of March 5, 1992, concerning the Short Plat 604-89. As the prints were nut sent, I do not know what concerns yau have nn them. However, a drafting error on McDonald Road's profile has been f ound; also a 1 abel ed el evation on Sanson Avenue has been corrected. I was not made pri vy to any change in the scope of the work for this project. I was retained by Mr. Slouka to cumplete a short plat. No mention was ever made to accomplish a binding site plan and/or building requirement plans to include a site plan. Mr. Duke Martin has an arcriitect hired to do a site plan. Someiiow, these things have gotzen mixed together. You made no mention of parking requirements or access roads in the short plat review. A drainage area map was submitted to your office in June, 1990. Hydrographs were sent separately on culverts in June, 1990. I left additional copies at your office with Scott on 3/16/92. I am not designing culvert placements. The existing culverts were placed by Spokane County. ThE graphs show what might be expec-ted for flow tlirouyh them (estim ated). The graphs were made from accual tests of simil ar but not field condi tions by the U.S. Bureau of Roads possialy. Also, the graphs do not ind-icate flow witri a head. The 24" cul vert might flow more than 1.5 times the amaunt shuw in tiie calcul ations takeii from the graph wi tli a 3 or 4 ft. head. As thi s wou 1 d not change the result very much, no calculations ar2 planijed to show this. Atopographical map for the area soutn of Sanson Avenue and East of McDonald Road was submicted in June, 1590. Anotlier copy is enclosed. This map shows ~ . . Mr. Horman & Mr. Nelson/Mel Taggart March 16, 1992/Paqe Two approximately an area 873' East and West by 400' North and South draining into the low area at the Southeast of Sanson Avenue and McDonald Road. The drafti ng error menti oned in the profi le of McDonal d Road caused a hi gher than expected call for the flood plain. A revised topographical map with a potential flood plain of 2007.42' is shown in lieu of 2007.951. This is arri ved at by addi ng 2001.17' (hicDanal d Road' s surface ) and the expected height of the broad-crested river height for the flow over McDonald. McDonald i s another dam that has to be consi dered and is 1 ower than Sanson Avenue. Adding the height of McDonald, 2007.17', and .25' for the elevation of the water as it crosses over McOonald, you get 2007.42' elevati on. Thi s i s the expected flood plain elevation for the low area beh,ind McOonald Road. As soon as your comments on the map are received, I will correct them. A similar project in Idaho that the U. S. Corps of Engineers diked was declared a non-creek area. It did not have an annual flow of water, and no high water mark on the vegetation due to lack of wat2r flow. Therefore, no hearings were held to dike the area by the U.S. Corps of Engineers. In my opinion, the area shown for 3 future driveway into lot "A" is partly in the flood plain, but is not in the floodway. It is an inlet and has no current in a potential flood. I recommend you approve Mr. Duke Martin's request to fill in this small area for a driveway for access into Lot "A". Thank you for your help in this matter. Please let me know if you have further questions. Sincerely, 41,11" 4wir %0f Melvin Taggart P.E. 8446 MT:pb c:fiie Enelosure ~ TAGGART ENGINEERING & SURVEYING Licensed: Suite 17-15 Idaho Office: Washington - 1963 N. 2128 Pines Road Rt. 2 8ox 22 idaho - 1968 Spokane, WA 99206 Potlatch, 10 93955 1-800•637-3074-NATIONAL 1-509-924-9993 1•208-875•0555 March 16, 1992 . . . Ronald Horman, P.E. Spokane County Engineer Gary S. Nelson, P.E. Planning Engineer Spokane County Engineers Office N. 811 Jefferson Spokane, WA 99260-0170 Subject: Edw ard Slouka's Short Plat 604-89 Reference: Your 1 etter of hlarch 5, 1992 Conerninq the Drainaqe Dear Mr. Horinan and Mr. Nelson: Thank you for your letter of March 5, 1992, concerning the Short Plat 604-89. As the prints were not sent, I do not know what concerns you have on them. However, a drafting error on McDonald Road's profi le has been found; also a labeled elevation on Sanson Avenue has been corrected. I was not made privy to any change in the scope of the work for this project. I was retained by Mr. Slouka to complete a short plat. No mention was ever made to accomplish a binding site plan and/or building requirement plans to include a site plan. Mr. Duke Martin has an architect hired to do a site plan. Somehow, these things have gotten mixed together. You made no mention of parking requirements or access roads in the short plat review. A drai nage area map was submitted to your off ice i n June, 1990. Hydrographs were sent separately on culverts in June, 1990. I left additional copies at your office with Scott on 3/16/92. I am not designing culvert placements. The existing culverts were placed by Spokane County. The graphs show what might be expected for flow through them (estimated). The graphs were made from actual tests of simi lar but not field conditions by the U. S. Bureau of Roads possibly. Also the graphs do not indicate flow with a head. The 24" culvert might flow more than 1.5 times the amount shown in the calculations taken from the graph wi th a 3 or 4 ft. head. As th i s wou 1 d not change the • result- very much,.&&Acalculations are planned to show this. ~A toPo9raPhical map for the area south of Sanson Avenue and East of McOonald Road was submi tted i n J une, 1990. Another co py i s enc 1 osed . Thi s map shows ~ r , Mr. Horman & Mr. Nelson/Mel Taggart March 16, 1992/Paqe Two - approximately an area 873' East and West by 400' North and South draining into the low area at the Southeast of Sanson Avenue and McDonald Road. The drafting error mentioned in the profile of McDonald Road caused a higher than expected call for the flood plain. A revised topographical map with a potential flood plain of 2007.42' is shown in lieu of 2007.951. This is arri ved at by addi ng 2007.17' (hicDonal d Road' s surface ) and the expected height of the broad-crested river height for the flow over McDonald. McDonald is another dam that has to be considered and is lower than Sanson Avenue. Adding the height of McDonald, 2007.17', and .25' for the elevation of the water as it crosses over McDonald, you get 2007.42' elevation. This is the expected flood plain elevation for the low area behind McDonald Road. As soon as your comments on the map are received, I will correct them. A similar project in Idaho that the U. S. Corps of Engineers diked was declared a non-creek area. It did not have an annual flow of water, and no high water mark on ttie vegetation due to lack of water flow. Therefore, no hearings were held to dike the area by the U.S. Corps of Engineers. In my opinion, the area shown for a future driveway into lot "A" is partly in the fl ood pl ai n, but is not i n the fl oodway. I t is an inl et and has no current in a potential flood. I recommend you approve Mr. Duke Martin's request to fill in this small area for a driveway f ar access into Lot "A". Thank you for your help in this matter. Please let me know if you have further questions. Sincerely, Melvin Taggart P . E . $446 MT:pb c:file TAGGART ENGINEERING & SURVEYING Licensed: Suite 17•15 Idaho Office: Washington • 1963 N. 2128 Pines Raad Rt. 2 Box 22 Idaho - 1968 Spokane, WA 99206 Potlatch, ID 93955 1•800•637-3074-NATIONAL 1•509-924•9993 1-208•875-0555 March 24, 1992 Ronald Horman, P.E Spokane County Engineer Gary S. Nelson, P.E. Planning Engineer Spokane County Engineer's Office N. 811 Jetterson, Spolcane, W9 99260-0170 Subject: Edward Slouka's Short Plat 89-604 Reference: Your Letters of March 5, 1992 and March 23, 1992 Dear Mr. Horman and Mr. Nelson: Thank you fox your letter af March 23, 1992 concerning r1r. Slouka's SP 89-604. The 2nd paragraph of your letter is reierring to elevations 2007.42 and 2007.95. I tried several times to get an answer fram you on this and made two trips down to try to get qou to give me an answer on whether McDonald should be considered approximately .5' higher than measured. Since I was leit without 3n answer, you gat both on Drawing C900611R, dated revision Feb ruary 28, 1992. On sheet 1 of l, the houses are shown above 2007.95. In paragraph 3 ofi your lerter you missed the point on this submitta°l. It is an old submittal that is used only for pages 1 and 2 far the amount of expected flaw from 8.02 acres. Yau requested this iniormation in your previous letter (March 5, 1992). The drainage calculations (p. 3 and on), are no longer applicable. No work is planned on this site. Page 1 of Drainage Calculations shows the calculatinns ior 8.02 acres (i.e., 5.5 CFS), and page 2, expected additional trom 10% of the area ,being paved or with houses. (CFS) .l x .95 = .095 or .1 + 5.5 5.6 CFS We have added the dimensions to the lots. Also you can see there was, and still is, a note to see "S. PLT for BRG & Distances" arvund tracts. Horman/Nelson Letter (Re Slouka Shart Plat) Page 2 of 2 Mareh 24, 1992 The drainage area is larger than the tracts and it caas submitted earlier on Drawing C900611R, dated June 11, 1990. The revised drawing removed it as I thought once was enough. You wanted tlze map of the area south of Sanson aga3n in qaur March 5, 1992 letter. Therefore you were sent the map on the obsolete topography map. We are moving the map to Sanson Avenue and McDonald Road drainage information map and proiile at this time. Therefare Drawing C900611, clated June 11, 1990, will no longer be used. I did not ieel it was kosher to order the client to pay tor additianal drawings and maps to be updated ii the old one would suif ice. You evidently want the drainage plans to stand by themselves with.out the benefit of the short plat. In my opinion, this is overkill and costly to the client. I recalculated McDonald Road without anv culvert. Using a broad-crested weir Formula and 29 CFS + 5.6 CFS = 34.6 CrS total runoff from bath narth and soui:h oi Sanson. Thereiore: Q = 3PH 1.5 Q = 34.5 CFS H1.5 _ Q _ 34.5 3P 3(140) H = .082142'666 A = .189279 H = .2 ft. Add .2 ft. to the expected height of McDonald naw at 2007.17 and an anticipated (2" paving and 4" crushed rock) .5 ft. in the future, we should get the following: 2007.17 .2 .5 2007 . 87 f t . The houses are shown at 2007.95'; theretore the houses should not be flooded. The above calculatians are to revise the ones submitted on March 14, 1992. Please let me knotv if you have any questions. Very truly yours, ~ Melvin Taggart, P.E. & P.L.S. MT/fpa ~ ; o Mp~ ' 1992 ~ ~ TRANSAMERICA TITLE INSDRANCE COMPANY . , - -Y " 'North 720 Argonne Spokane, Washington 99212 Prepared For: Order No.: BS-151574M Edward Souka Certificate for Filing Proposed N. 5306 McDonald SHORT PLAT NO. 89-604 Spokane, WA 99216 Charge: $125.00 Attn: Ed Tax: 9.75 cc: Spokane County Planning Total: $134.75 cc: Spokane County Engineering cc: Taggart Engineering SECOND REPORT SHORT PLAT CERTIFICATE Effective Date: February 24, 1992 at 8:00 a.m. In the matter of the short subdivision to be submitted to Spokane County for approval, this company has examined the records of the Spokane County Auditor's and Clerk's offices, and the office 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 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: Those portions of Tract 107 of PLAT NO. 4 OF WEST EARMS IRRIGATED TRACTS, as per plat thereof recorded in Volume "O" of Plats, page 51, described as follows: LOT "A": COMMENCING at the Northwest corner of said tract 107; thence North 89°42'23" East 258.60 feet; thence South 00°O1'18" East 25.00 feet to the point of beginning; thence South 00 ° O1' 18" East 209.00 feet; thence South 89° 42' 23" West 50.0 feet; thence South 00° 03' 30" East 34.00 feet; thence North 86°U6'28" West 183.57 feet; thence North 00°03'30" west, 216.08 feet; thence along a curve to the right whose radius is 20.00 feet, interior angle is 89°45'S3", a distance of 31.33 feet; thence North 89°42'23" East 213.68 feet to the point of beginning; LOT "8": COMMENCING at the Northwest corner of said Tract 107; thence North 89°42'23" East 258.60 feet; thence South 00°01'18" East 25.00 feet; thence South 00°01118" East 209.00 feet; thence South 89°42"23' West 50.0 Fept; thence South 00°03'30" East 34.00 feet to the poir,t af beginning; thence South 00°03'30" East 78.00; thence South 78°54'S2" West 186.91 feet; thence North 00° 03' 30" West 120.00 feet; thence South 88°06'28" East 183.57 feet to the point of beginning. (continued) i . . b Order No.BS-151574M Page No. 2 LEGAL DESCRIPTION (cont.): LOT "C": COMMENCING at the Northwest corner of said Tract 107; thence North 89°42'23" East 258.60 feet; thence south 00°O1'18" East 209.00 feet to the point of beginning; thence North 89°42'23" East 400.00 feet; thence South 00°O1'18" East 416.83 feet; thence South 89°51'46" West 538.20 feet; thence North 00°03'30" West 75.00 feet thence South 89°51'46" West 95.00 feet; thence North 00°03'30" West 193.10 feet; thence North 78°54'S2" East 186.91 feet; thence North 00°03'30" West 112.00 feet; thence North 89°42'23" East 50.00 feet to the point of beginning. ALL Situate in the County of Spokane, State of Washington. VESTED IN: EDWARD J. SLOUKA and RUTH E. SLOUKA, husband and wife. EXCEPTIONS: 1. General taxes, as follows, together with interest, penalty and statutory foreclosure costs, if any, after delinquency: (lst half delinquent on May 1; 2nd haif delinquent on November l) Tax Account No. Year Amount Billed Amount Paid Principal Balance 46344.0307 1992 $1,484.90 $0.00 $1,484.90 2. Assessments levied by Trentwood Irrigation District No. 3, together with interest, penalty and statutory foreclosure costs, if any, after delinquency: Tax Account No. Year Annual Billinq Amount Paid Balance Due 46344.0307 1992 $413.81 $0.00 $413.81 3. Liability to future assessments by Trentwood Irrigation District No. 3. (continued) . ~ Order No.BS-151574M Page No. 3 4.' AGREEMENT AND THE TERMS AND CONDITIONS TSEREOF: BETWEEN: Trentwood Irrigation District No. 3 AND: L.E. Bennett, et al DATED: October 10, 1919 RECORDED: April 23, 1920, Volume "U", page 108 RECORDING NO.: 587399 REGARDING: Connection to water main and electrical and payment of same. 5. Reservations contained in deed, Spokane Valley Land & Water Company, a corporation, Grantor, recorded an October 31, 1916 under Recording No. 486126, as follows: That the Company hereby reserves, and the Purchaser does hereby grant unto the said Company the right of way now or hereafter deemed necessary by said Company for the consctruction and maintenance of all canals, flumes, ditches and lateral ditches of said Company, over and across said above described land for the irrigation of said Iand, as well as other lands. 6. Restrictions imposed by instrument recorded on October 31,"1916, under Recording No. 486126, as follows: That the purchaser shall not erect or place or permit to be erected or placed within 50 feet of a lateral ditch or canal of said Company, upon or near said premises, any stable, stable yard, poultry house or yard, water closet, privy, cesspool, manure pile, or any enclosure or structure or condition productive of offal that might befoul the water of any canal or ditch belonging to the said Company. 7. NOTICE TO THE PUBLIC AND THE TERMS AND CONDITIONS TKEREOF: GIVEN BY: Edward J. Slouka and Ruth E. Slouka REGARDING: Agreement to join and participate in the formation of a Road Improvement District or any road improvement project sanctioned by County of Spokane, and not to oppose or protest assessments therefor. DATED: December 11, 1980 RECORDED: December 15, 1980 RECORDING NO.: 8012150141 AFFECTS: Lots "A", "B" and "C", and other property 8. Potential liability for asseasments Ievied by Spokane County Utility Department for the Aquifer Protection Area. To verify, call 458-2538. In order to make payment, account number is necessary. (continued) . • Order No.BS-151574M Page No. 4 TRANSAMERICA TITLE INSDRANCE COMPANY by : - i' ,i - - :Bernde J. Slta~y., Title Of-f icer For Service on• this Order-,.Ca 1-1: ( 5'0,9:) 922-2222 NoTE 1: . Property Addresrs : N. 5366, McDona-l.d Road_, S,pokane., WA 9.9216 -as to Lots nA n n iir u , and C. For verificAt=ion,of address, pleas,e call t'he Ci, - .ty -Publ:ic. Lilorks- Department at_, 456-4100 or the County. Public Works D'epalrtment, ,at 456-3675:. EN,CLOSORES": rPa'ragraphls) 2, 3 , 4, 5 Plat ' map a1f 's 1 .2 1 c1& j . ~Y ~G . 26 ~ F?044 - f ~ . . .r" . ~ ' ~ ' r~ ~ ~ ~ r N~qev 'i '~~1~ C ~ ~ r • ~N ~ a ~ i a e t ~l ~ ~ ly~/ tqt ~ n z ~ ~ jp6 1 n r ~ ~ 8 u ^ , ~ Cb ~ I ~ ~ + ~ 34 . ~ O ~ 3 Vq ~ ~ ~ • ci ~ o y _ V ~ r 08 ~ !7 °e w , J ' J . 227' r3 ~ C22 t (e5 ~ N - ~ tz Q ~ ~ I rs ~ ~ 2 24,9" J fiSQ r N ~ 1~"/ 3'~ • ~ ~ t " nb . a s' r h, ~ • r v ~q r T..`,, 1 ►o ~ S P O K A N E C O U N T Y OFFlCE OF THE COUNiY EhGWEER • A Dnr[sioN oF'twE PuBUC WoRxs DFPAnvtEN'r Ronald C. Hormann,, P.E., County Engineer Dennis M. Scott, P.E., Director April 6, 1992 Melvin Taggart N. 2128 Pines Road Spokane, Wa. 99206 RE: Short Plat 89-604 Dear Mr. Tagqart, We have reviewed your March 24, 1992 letter, drainage calculations, and drainage plans submitted for short plat 89-604. We are in aqreement with the conclusions contained within tnese documents. The following language should be added to the plat dedication to notify all potential purchasers regarding these conclusions. 1. The lowest openings, including basement openings, for any structure shall be constructed no lower than elevation 2007.95. See "Drainaqe Plan for SP-604, Sheet 1 of 2" for benchmark. 2. The drain field easement, as shown hereon lot B, is granted to lot A. See the attached comments on "Drainage Plan for SP-604, Sheet 1 of 2" regarding the TBM notation. All calculations and plans need to be stamped with a Professional Engineer's stamp and signed. The stamped and signed original ink on mylar drawings are then given to our office. Very Truly Y urs, ~ //,I ~ Gary S Nels /.*'O'Z~. ~ Plann q Engineer sp89604 611 Jeiferson Spokane, WA 99260-0180 (509) 456-3600 FAX (509) 456-4715 ~?*-Uu r. 3* ld C. nn. N „ NO OUTLET 2006.0~ 2 -18 C.M.P , INLET PLUGED I-•r ~1~ o _e \PRIVATE _ ROAD _-4-_ _ SAtiSON` 2008.0 A ~ 1 2007.0' ~ 2006.5' 211114. 46' 16" C. M. P" nOD AANDS PFR = SPECI FI Cl~TIONS -x 6•~ ATTACHFD POWER ~ POLE o % o ~ N p x~ • ~ ~ . ~y 2007.0' _ Lo c~'• ~ SET SPt KE 0- 2007,98~ 25' ~O Q~i~ j }C ~y 20, 0 J FENCE 2004.0' ' g N - ' !IRE ~1 HYDRANT 5'± ti 0 0 c\l V~ 2002.0' -Cv x 3' + WIDE DRAINAGE o ; . OITCH, 2 DEEP 2003.2' tl 2002.5~ OUTLET ~ • INLCT- 2002.7 2n02.6' - 24" C. M .P. ~ 2007.0, ~ • 2001.0' -I __-v 2005.0' ~ • • _ _ ~ _ - . 2000.0' ' P ACQ CSS~~~~OAD TO - ~ . ~ TR T I . . ~ - - O I - ~ . _ . . ~ ,dlf ' y T8M BY REF TO SPX-90 IZ.FIRE HYDRANT WEST SI DE .110 OF M c D N A D YAT N 0 L ROAO ELE 10 2005.14. 4 - SUBTRACT 4.511 FROM DRAINAGE CONTOUR MAP EOR . ~ EQUATION TO B.M. (;.e.FH• In ELEV.2009,654) ~ ? ~ - , . . / ~ s DRAINA+GE FI.AN FQR SHORT FLAT NO. 604-89 rir. . Edward Slouka N. 5306 McDonald Rd., Spokane, WA 99216 I Revised March 26, 1992 The area where the proposed short plat is located has a passible threat of 6eing flaoded from the north side of Sanson Avenue. The area to the narth of Sanson Avenue is composed af mainly scattered timber with a sma11 amaunt of ].and adjacent to Sansan Avenue that is farmable. The existing topography maps indicate 1$0 acres Ynap drain toraard the inter-- section, of Sansoa Avenue and McDonald Raad. Using the Sail Cansergation Service [SC5] rnethod for dete rmining runoff for basins larger than 10 acres, the following equations are found c►n gage 3-2 0f Guidelines for Storrnwater Management by the Spokane Engi- neer' s 0 f f ice. S i 10(30 _ 14 CIN Q _ (P - 0.28)2 Ff4.85 5is the potential abs=action in inches. P is the total storm rainfall ia inehes. CN is the runoff curve number. Q is the actual direct runoff in inchas, 51ope fram tvpography 10%. From g. 6-$ far average of so il Graup B and waod or forest land: thin stand poar cover, no mulch, indicates a CN of 66. S = 16b0 - 10 = 5.15 Fram ISQPLQVIALS vf 50-yeaxa 24--hour precipitatian gzaph, p. 6-7, Fig. 4: P=?.4 inches = 1.37 positive number P - 0.2S = 2.4 - .2(5.15) Q ~ (2.4 - 0.2s)2 _ (1.37)2 2.4 + 0.85 2.4 + .08(5.15) Q ~ 0.2$7$ = 0.29 CFS . s Drainage Plan, Short Plat No. 604-89 2 Length from graph, p. 6-10, Fig. 7, for 180 acres is 4500 feet approximately. From SCS Technical Release No. 55, Eq. 3-2. L ~ 1' 8 (S + 1). 7 1900 Y'S L is the lag in hours. 1 is the hydraulic length of watershed in feet. S is 1~0 - 10 CN retardance factor. Y is the watershed laad slope in perceat. L _ 4500'8(5.15 + 1)'7 1900(10)'S L _ 4500'8(6.15)'7 6008 L _ (836.7)(3.56626) 6008 L = .49665 hours (use .5) L= 0.6 Tc Eq. 3-1, p. 3-5 Tech. Rel. Vo. 55. or Tc ='6 = 0.83 hours to time of ' concentration Using Storm Guidelines Table 12, pp. 6-29 and 6-30 for discharges for Type II storm disCribution (GiS/in): sm = square mile Table for 0.75 hours: For 12.3 hours, f ind 388 Table for 1.0 hours: For 12.3 hours find 301 Extrapolate for 0.83 hours: , Q = 388 - 388 - 3017 ! .25 .83 - .75 ~ ~ Drainage Plan, Short Plat No. 604-89 3 Q = 360.16 CSM/in. Q = (360)(.29)( •180 acres ~ 640 acres/sm Q = 29.37 CFS Potential Flow over Sanson Avenue using the Broad-Crested We ir f o rmula : Q = 3PH1. 5 Q from SCS method = 29 CFS P is length of weir perpendicular to f low. H 1.5 _ Q _ 29 3P 3P P LrAm measuring elevations alang Sanson Avenue is estimateci to be 355'. Eifective length is estimated to be 305' with a surface elevation of 2008.25'. For scationing, see Sanson profile drawing. 666 - 29 - 0 .1 H 3(305) From the preceding calculations the maximum potential floocl elevation is 2008.25'. Sewer drain field piping is determined by the flood elevation above McDonald Road. The drain tield is proposed to be pumped to high ground in Lot B. jAGO ,q wASkc ~~z 'O'r 8a46 ~jONA1. 4Z-- ~ EXPIRES 061271 A D D, E N D A DRAINAGE PLAN FOIt ; SHORT PI:AT., 604-89 Mr . Edward' 'Slouka N. 53.0,6 !Mc.bonald Road, Spokane',, WA _ . 9:91216 Revised March 26,, 1992- REFERENCE: l. Draiiiage calculations so,u-tti o-f -Sanson Avenue and east- bf McDona•ld Road;, dated July 10, 199D. 2. Dra=inage ca'lc'ula~ti'ons no,rth of Sanson Avenue, da Ced January 16, 4992' . 3: Drainage dirawing show-ing profiles of Sanson Avenue -and McDoiiald. Road . Short Plat 604-89 1 March 26, 1992 The south side of Sanson Avenue, where Tract "A" of Short Plat 604-89 is located, is a low area that is drained by a 24" culvert across McDonald Road (see Ref. 3). The drainage cal- culations (Ref. 1) show that the expected runoff for the area south of Sanson is 5.6 CFS. The runoff calculations north of Sanson Avenue show a runoff of 29 CFS for 180 acres. The amount actually running over Sanson Avenue would be 29 CFS minus the flow ior an 18" CMP. The runoff over and through a 24" CMI' in McDonald during the 50-year maximum runoff expectation would be 5.6 CFS plus 29 CFS = 34.6 CFS. . Shott Plat 604-89 2 March 26, 1992 Using a broad-crested weir formula For McDonald Road, the following formula: Q = 3PH1'5 applies - Q- flow CFS = 34.6 CFS P= length of weir perpendicular to ilow H1.5 _ Q _ 34.6 3P 3P Effective length of P from measuring elevations along McDonald Road is es timated to be 140'. 1.5 34.6 H - (3)140 = .0824 1 H = 0.08241"5 = 0.0824'666 H = .189. Use 0.2 it. The 50-year Flood plain potential elevation of the pool of cqater east oi McDonald Road is estimated to be 2007.87'. The houses are proposed to be above 2007.95' on the topographicaY map. The drain field is shown being pumped to high ground in Lot B. TA A ~'0 y ~ ' • ~ 04a6 ~bNAl, EXPIRES 061271 ~ Q~ . • T A kCE~ W ff- L O CALCULATIONS FOR -ED 'SLOUKa' S SHORT °P-LAT, 89-604 'AREA -FOR ' DRAINAGE ARFA.: Drained south ot -Sansoa avenue and east-ot,'McDonald Road. 873..6' .e.ast and, west. 4091 nor.th- aad sou-th (approx. ) Area 460(871,6) g,;02 acres Use 8 acres Time of ' C'oncent-rat=ion TC Formula p. 3-1 of "Guidelines of S-,tormwater- -Drainage," bv Sookane County TC = C t [ ;:S ~ ~ • ~ Ct - .-13, ror overland flow• L=8 i 3. 5 in,length S = .0195, by calculatioii IC = .15 [ 873.,60.4) . fa,. 6 ✓.0195 TC = 16.42 minutes Use- 16.5 minutes I = Intensity From.:giaph Fig. 5, p,. 6-3. Z ~ 2.3"/hr Q= CIA where C for folling pas`,ture =.3 Q,10 =.1(2.3) C 8.) Q = 5,. 5 CFS, Ed Slouka.'s Shorz Plac 89-604 Page 2 SUS-.ARLk: Loc area £Zat pasture for short plac ;i ac=eldwelling unic from cbart on dwPli ing units/acre shows coefiicieac m .25. Use .30 to be consisteat. ' Iga = 2.3"/hr Q~CIA C ~ .3 I = 2.3-"/hr area = 258.4 x 234' area or' 60,465 sq. =t. = 1.388 acres Q = CLk = (.3)(2.3)(1.388) Q= 0.9:0 C:S without houses, etc. Estimatad 10 % o= area to become impervious w+th houses 3nd ar+ve*.says. Z'his would add 3DOtOXiIIIaC2i.lr .10 C:S to r-he C-Iow, or for the 8 ac, es i= •ould to ta3. 5-6 C: S. TAGG wAsI c~ Q~`'~ ' ea► ~ ' ~ir l1 . u . ~~a~~~•r'~ ~ ~t ~ ~ • . ~ v ~ tExa:arzs 062-71 92 _ ~ Bldq. Rer.mft Fee NG. `Fi:l:e Ncr. , , i Pr n j:ect NAMWe Z ~ . ° . ~ r - - - . ' Aci.d.re5s ' ,~~I ~p.~, 7, v~'~ _ Pa~r~cel ,,NGjy.(,o-l-/~ Sp;~ansor•''s Nime: ~ ✓ 1 ,'hond' . _ ~3,D.b.•~ h~ eil Enq i r-~*eer / Sur ~veyar r,,c~.~lh ~i t-ect, T `t'1 ~~¢%f!~R✓,~~~ + 1~`" -tl Te.l_ephoi)e 4:7, j ~'I ann i n,g; Cantac.t F:er:SOn Da:t.e ~Sub,fn!it t.,e,d, ` - Desc'r, i p t--i ah a 1: s, 1 eol,,~:e~~P- • - ~ - _ j , . A--e6 Y,420 AArl-~ /..1 T: - . - - - - - 27 ~•~i~c~J ;lr.~-d ~ ~s'~ - - =~''J_ 9'= ~t.~'.~--~ /".~r~ ~~~~.:fL• ,~f~' . Q ~ - - . ~ - . _ ~~~c~%~;~' ~~•~r~~~ - - - - - ~ ~B _ . /e2:!L At6 49tog gme MA&4 2. ~ • ~ W • ~ ' 1 ~ ~ o- ►'~~''~'"'~J _ ` _ ; . Ob BLD,G. PF;RNIIT # - ,or FILE, # :Related We ( ) Date- fo Rev.iew* Time # Date to AA & DR Time ~ - Date, Received Project ~i~Tame. ~ No: I;ots No. .Acres _ SITE AD.DRESS. PARCEL - ~ s-t -r ~ Sponsor's~ Name - 'Phone. Address Date conditions. mail'ed, 'Contact person. Phone - FLOOD Z.ONE Yes _ No _ Engineer %,Surveyor's /Ar..chitect's . Naiiie Water• _ Address ~ Sewer, - - - - - ~ School . Planning Contaat. Person Phone # - .456=22051- Date,.S,ubinifted Descnption Iiutials: . - _ - ~ AGr _RE:EMENT ~TO PAY~FEES COMPI;ETED. TWAI. PL--AT~FEES.CAMPLETED / -NOnCE TO- PUBLIC;.#' 1 3 4:6, COMTLETED OR:NOT`~NEEDED _ - - ,NOTTCE TO PUBL:IC NEEDS TO. BE _SICAtED. _ ~ ~ Li 3- J- - - ~ ~ • - - - " ~w~;~~ lY~.~n~..> ~ 4f r IAOT f`?t t' ! •'"n - _ - Xj q o1' t . r-AA-,, J LA A'--; 1iT T ~ l~~ z7_Y ~ r ~ ~ - _ ~ ~ ~ i~ - • ~ , IIF ~ ~ - •r~ 7 Q~~w - ~ ~ ~ , , - + , Q Cl-~-g~"~"~ , _ - ' - ~ ~ . - ~ , - - _ 5~=~. pL~~ _ O'~ ! r ~ , ~ ~ r , r • •,~4~-4~r ~ ~ ~iCf t~ ~ ~j . ~ ' - - , t~ - • ~ s 3.~ _ _ X ~ - ~ - ~ - - ~ . - - _ _ E1`~. ~l~1~"1f - ~ • ~ I ~ - ~ _ ~ ~ W - ' - Av oit p ~ ~ &S/ w~, - ~ ~ - _ ~ - , - e'S ~ ~p _ - . - ~ ~ ~40 I .G +L~_° u`', . 6 , W " ~i ~ ~ I~ ~ , • ' Lo-- ~ ~i~ t/ v . ~ . ~ - . _ - RW~ . TRANSAMERICA TITLE INSORANCE COMPANY No rth 720 Argonne y+[AY 13 lggz Spokane, Washington 99212 "En"l-m Prepared For: Order No.: BS-151574M Edward J. Slouka Certificate for F'iling Proposed N. 5306 McDonald SHORT PLAT NO. 89-604 Spokane, WA 99216 Charge: $125.00 Attn: Ed Tax: 9.75 cc: Spokane County Planning Total: $134.75 cc: Spokane County Engineering cc: Taggart Engineering THIRD REPORT SSORT PLAT CERTIFICATE Effective Date: E'ebruarv 24, 1992 at 8:00 a.m. In the matter of the short subdivision to be submitted to Spokane County for approval, this company has examined the records of the Spokane County Auditor' s and C1erk' s of f ices , and the of f ice of the Clerk of the United States District Court holding terms in said county. This certificate is made for the purpose herein specified, and is not to be used as a basis for closing any transaction. Liability is limited to the amount paid for this certificate. From such examination, the company hereby certifies the title to the following described land, in said Spokane County, to wit: Tract 107 of PLAT NC}. 4 OF WEST FARMS IRRIGATED TRACTS, as per plat thereof recorded in Volu.me "O" of Plats, page 51; EXCEPT the fol lowing 6 descriptions : (1) The South 75 feet of the West 120 feet which has a 20 foot dedication for a road on the West side: (2) The West 200 feet of the East 600 feet of the North 234 feet k•hich has a 25 foot dedicatian for the road on the North side: (3) The wTest 200 feet of the East 400 feet of the North 234 feet which has a 14 foot dedication for raad on the North side: (4) The East 200 feet which also has a 10 foot dedication for road on East side: (5) The North 25 feet of the West 253 feet for dedication road easement for Sanson Avenue: (6) The West 20 feet for dedication of a road easement for McDonald Road. Also except irrigation line easements and other recorded easements. Situate in the County of Spokane, State of Washington. VESTED IN: EDWARD J. SLOUI{A and Ri3TH E. SLOUKA, husband and wif e. (continued) Order No.BS-151574M Page No.3-3rd Cert. EXCEPTIONS: 1. General taxes, as follows, together with interest, penalty and statutory foreclosure costs, if any, af ter delinquency: (lst half delinquent on May l; 2nd half delinquent on November 1) Tax Account No. Year Amount Billed Amount Paid Principal Balance 46344.0307 1992 $1,484.90 $0.00 $1,484.90 2. Assessments levied by Trentwood Irrigation District No. 3, together with interest, penalty and statutory foreclosure costs, if any, after delinquency: Ta.c Account No. Year Annual Sillinq Amount Paid Balance Due 46344.0307 1992 $413.81 $0.00 $413.81 3. Liability to future assessments by Trentwood Irrigation DisL-rict Ivo. 3. 4. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: Trentwood Irrigation District No. 3 AND: L.F. Bennett, et al DATED: October 10, 1919 RECORDED: April 23, 1920, Volume "D", page 108 RECORDING NO.: 587399 REGARDING: Connection to water main and electrical and payment of same. 5. Reservations contained in deed, Spokane Valley Land & Water Companv, a corporation, Grantor, recorded on October 31, 1916 under Recording No. 486126, as follows: That the Corapany hereby reserves, and the Purchaser does hereby grant unto the said Company the right of way now or hereafter deened necessary by said Company for the construction and maintenance of all canals, flurnes, ditches and lateral ditches of said Company, over and across said above described land for the irrigation of gaid land, as well as other lands. (continued) Order No.BS-151574H Page No.3-3rd Cert. 6. Restrictions imposed by instrument recorded on October 31, 1916, under Recording No. 486126, as follows: That the purchaser shall not erect or place ar permit to be erected or placed within 50 feet of a lateral ditch or canal of said Company, upon or near said premises, any stable, stable yard, poultry house or Yard, water closet, privy, cesspool, manure pile, or any enclosure or structure or condition productive of offal that might befoul the water of any canal or ditch belonging to the said Company. 7. NOTICE TO TAE PUBLIC AND THE TERMS AND CONDITIONS THEREOF: GIVEN BY: Edward J. Slouka and Ruth E. Siouka REGARDING: Agreement to join and participate in the formation of a Road Improvement District or any road improvement project sanctioned by County of Spokane, and not to oppose or protest assessments therefor. DATED: December 11, 1980 RECORDED: December 15, 1980 RECORDING NO.: 8012150141 AFFECTS: Lots "A", "B" and "C", and other property 8. Potential liability for assessments levied by Spokane County Otility Department for the Aquifer Protection Area. To verify, call 458-2538. In order to make payment, account number is necessary. TRANSAMERICA TITLE INSURANCE COMPA.NY by : Bernie J. Stacy, Title Officer For Service on this Order, Call: (509) 922-2222 NOTE 1: Property Address: N. 5306 McDonald Road, Spokane, WA 99216 as to Lots "A" ,"B" and "C". For verif icatifln of address, please cal l the Cit}• Public Works Department at 456-4300 or the County Public Works Department at 456-3675. ENCLOSURES: Paragraph(s) 2, 3, 4, 5 Plat map alf ERROR:Inval id Com.mand,s sp604 plat boundry d. b. 3. FROM ANGLE DIST NORTH EAST TO SPS04 PLAT BOUIVDRY D. B. 3-2-92 AUTO IMVERSE **#**,START 1@00o 00000 1000. 0Q~000 1 1 INV N 0 03 30.0 W 75.0000' 1074.99996 999. 92364 2 2 I NV S 89 51 46.0 W 95.0000 1074. 77?44 904. '9?391, 3 3 I NV N 0 03 30.0 W 1-93: 1000 1'26 7. 87234 904, 7?732 4 4 INV N 0 03 30.0 W 1'20. 0000 1387. 87228 904. 60514 5 5 I IVV N 0 03 30.0 W 216. 0800 1603. 95216 904. '3851 S 6 RAD I AL S 89 56 30.0 W DELTA 89 45 53.0 RT RAD I,US 20.0000 TAN 19. 9180 L-ARC 31.3338 RAD I AL N 0 17 37.0 W RP 1603.97253 924.38514 7 6 CWORD N 44 49 26.5 E 28.2261 1623.97226 92.4.28265 g TAN@PT N 89,42 23.0 E 8 INV N 69 42 23.0 E 213. 6800 1625. 06726 1137. 95985 9 9 I NV S 0 01 1•8. 0 E ao9'. 0000. 1416. 06727 1138. tD3888 10 10 Y NV' N 89 42 23. O E 400. 000o 1418. 1 1706 1538. td3363 11 11 I IVV S 0 01 18.0 E 416. 8300 1001. 28709 1538. 191 25 12- 12 I NV S 89 51 46.0 W 538.-200ek, 999. 99811 999. 9928@ 13 L- AT & DEP 0. 001-89 0.00720 13 HCLOSE N 75,17 15.6 E 0.0074 1000. 00000 1 P100. 0m00tD 1 PREC = 1 TO 336871 Area = 3050313.44 sq ft 7.00272 ac FROM, ANGLE D I.ST' NORTH EAS7 TO 1"RACT A CLOSURE AUTO,INVERSE START 1387.87228 904.60514 5- 5 IIV,V N 0 03 30.0 W 226.. 0800 16►k3. 95216 904.38515 6 RAD T AL S 89 56 30.0 W DELTA 89 45 53.0 RT RAD I US 20.0000 TAN 1-9. 9180 L=ARC 31.3338 RAD I AL hl 0 17 37.0 W RP 1E03.97853 924.385 14 7 6 CHORD N 44 49, 26.5 E 28.2261 1623.97226 924. ?8265 6 TAN@PT N 89 '42 23.0 E 8 I NV N 89 42 23.0 E 21-3. G800 1625. Qt6_7 26 1137. 9.5995 9 9' 1NV S 0 01 18.0 E 209: 0000 1416.06727 11 38. 03888 10 10 I NV' S 89 42 23.0 W 50.0000 141:5. 81105 1 088. Q139S4 17 17 I NV S 0 03 30.0 E 34.0000 1381. ,811 @7 1@88. 07415 19 1,8 INV N 88 06 28.0 W 1;83. 57@@ 1387. 87246 904. 60425 19 LAT & DEP -0. 00018 0.00089 19 HCLOSE S 78 28 2 9. 7 E 0.0009 1 J87. 87226 904. 60514 5 F'REC = 1 TO 1029757 Area 54317.92 sq ft 1.24697 ac ERROR: I.nva.l id Command : ai'. FROM ANGLE DIST NORTH EAST TO TRACT B AUTO INVERSE START 1267. 87c'34 904. 7273? 4 4 INV N 0 433 30.0 W 120. @000 1387. 87?28 904. 60514 5 5 Y iVV S 68 0G 28.0 E 183. 5700 1381. 81089 1088. 075fd5 14 11, :s N u ~ Vt Oi -1 3Qf _ok F 7II _ 0mmla I 3~3. 81093 10A8. 1544Ca 15 15. .I N V S 78 - 54 52._.0 W 9.,a6--. 9-1 m0 1267. 87289 ' 904. 7319.8 16, LAT &,DEP -0. 00055 -0. 00466 16 NCLOSE S 83 18 22.1 W 0:0047- 1267.-87234 904.72732 4 PREC =i TO 121099- Are-a = 181;62.93 sq ft- 0.4-1696 ac FROP9 ANGLE DIST NORTH EAS7 TO TRACT,C CLOSURE AUTO INVERSE START 1416. ,06727 1138.. @3888 10 10 I NV N 89 42 23.0 E 400.0000 1418. 1 1,706 1.538. 03363 11 11 I NV S 0 01 18.0 E 41'6. 8300 14~~01. C8709 1538. 19125 12 '1-2 INV S 89 51 46.4 W 538.2000 999.99811 999.99280' 13 13 I MV N ~0 03 30.'0 W 75. @000. 1074. 99807 999. 91644 20 20 INV, S 89 51 46.0 W 95.0000 1074.77055 904.9-1671 112 1 21 I IVV N 0 03 30.0 W f-93. 1000 1 267. 87045 904. 720.1 8 22 22 INV N 78 54 52.0 E .186..910- 0 1:303.80849 1088.142159 23 23 -I-NV N 0 03 30.0 W 1.1 2. 0@00 14•15 : 80843* 1088. 0285,7 24 `.'4 I NV N 89 42 23.0 E 50.0000 1416. Z6465, 1138. 02791 25 LAT &DEP m. m02f~~, 0.01097 25 HCLOSE N 76 34 08.2 E 0. 10'1 13 14,16. 06727 -1138: 03888 'i 0 PREC-= 1 TO 183245 Area = 232560:83 s,q ft 5.33886 ac ♦ v BEFORE SPOKANE COUNTY PLANNTNG DEPARTMENT IN THE MATTER OF AN EXTENSION ) OF TIME REQUEST FOR ) FIrIDINGS OF FACT SP-89-604 AN APPROVED ) CONCLUSIONS AND PRELIMINARY ) DECISION SHORT PLAT. ) i:~.IS ~I~1'~'Ei, a rcquest for an extension of time from Ed Siouka has been received an~3 decided upon, pursuant to Spokane County Subdivision regularion (Chapter III, Secrion G) and RCW 58.17.140. FINDINGS QF FACT 1. The individual signing below has been properly delegated the responsibility for rendering this decision by the Spokane County Director of Planniag. ~ 2. The subject preliminary plat was approved by the Planning Department on December 4, 1989. 3. A first extension of time for I year upon a finding of good faith effort having been made to finalize the subdivision is provided for in RCW 58.17.140. 4. Spakane County has established specific criteria for considering the extension of ume for the expuation of preliminary subdivisions, specifically for regular subdivisions, and department policy for short subdivisions. These criteria are found in Chapter III, Section G of the Spokane County Subdivision Ordinance and have been used as a basis for this dccision. 5. The Comprehensive Plan designates this area vf the preliminary plat as Urban, and the location is within the Prioriry Sewer Service Area. The Comprehensive Plan designation remains the same since the original preliminary plat approval. 6. No additional cond.idons have been recommended by the variaus revrewing agencies and departments, including the County Engineer's Office, Counry Healch District, County Utilities and the Department of Building & Safety. This is the first request for a time extension. The total life of the preliminary plat has been approximately 3 years. 9. The following facts are also relevant. a. The plat sponsor has made substantial progress toward finalizing the preliminary short plat; as evidenced by submittal of a draft final plat on July 27, 1990. Subsequent to submittal of the draft final plat, the sponsor has demanstrated compliance with nearly all of the conditions of approval for the proposed short plat. b. Based upon progress to date, it is likely that an additiunal extension of time request would not be necessary to finalize the prelinunary short plat. CONCLUSIONS BASED LJFON A REVIEW of (a) the criteria for approving an extension of dme of the expiration date for a preliminary plat and (b) the above Findings of Fact, the following conclusions aze made. 1. As evidenced by Finding of Fact No. 9, the plat Sponsor has demonstrated compliance with the criteria for considering an extension of dme for short plat subdivisions. Therefore, a three year extension of time is warranted. DECISION BASED UPON 1HE ABOVE Finrliings of Fact and Conclusions, an extension of ame request for appUcatron SP-89-604 is hereby APPRO,VED until February 1, 1995. } Extension of Time Findings File No. SP-89-604 Page 2 CONDITIONS OF APPROVAL 1. A consolidated set of applicable conditions of approval is attached. Additionally, the following apply. All those conditions of approval for SP-89-604, as specified in the Findings of Fact, Conclusion and Decision dated December 4, 1989, with the exception that the prelirninary short plat is gi.ven conditional of approval for three (3) years, specifically to February 1, 1995. The applicant may request a wntten request approximately 45 days pnor co the above expiration date. 2. Subsequent extens:oa of time wiii only be considereci upon a nnd'ujg of Subscantial compliance with Chapter III, Section G, of the Subdivision Ordinance; otherwise the preliminary subdivision approval will become nuil and void. DATED THIS,2zP ~AY OF JANUARY,1992. ~ hn W. Federson lanner II enclosure Under state law and county ordinance, you have the right to appeal this decision to the Spokane County Hearing Examiner Committee. Upon receipt of an appeal, a public hearing will be scheduled. To file such an appeal, you must submit a letter along with $100 processing fee,to the Spokane County Planning Department, within ten (10) ccallendar days from the datc this decision is signed. If you have any questions, please call the Planning Department at 456-2205. c: County Engineer County Utiliaes County Health District County Building & Safety Ed Slouka, N. 5306 McDonald, Spokane, WA. 99216 Melvin Taggart, Route 2, Box 22, Potlatch, ID. 83855 File xEv 1/90 ~ ~ ~ S C c)o L i rv i-Y C)n,wF tiF TI IN CC1uNlY ENCINF:Lit ~ A DIvI51Uy OFl'HE I"t1Bt,IC WUKl:s DN'PAK'(T1Enx'T Rnnald C 1-inrmann, I'.E., County Engineer Dennis M. Scott, t'.C., lairector PRIORITY FEE AGREEMENT c _ Fr.:; 11 ~ 1992 Agreement NumY~er t` ~ Y ` W M 'I`his agreement between SPokane CountY and if c~` . ~r whose interest in the project is ~f i is entered into this 5- day of 199 ;;2-. This agreement is applicable to the project known as: ~ ~ ~ ~ ~ % ~ ~ - ~ • That the individuals and parties named herein as having an iaterest in the above described property or project agree to the following: 1. They request that priority review be given to their project. 2. They agree to reimburse Spokane Caunty for project review fees as specified in Board of Caunty Cammissioner's Resolution 80-1592 attachment C, as amended. The fees will be based on doubletime cost incurred by Spokane County for project reviews plus ten percent administrative charge; and will he billed monthly as accrued. 3. The undzrsigned agrees that thesc fees are due and payable upon receipt af the billinb as specified tibave. The monthly billing should be sent to the attention ot: _...~u 16.J/5"14~ 1-~ S L- 6 UL IN IrT WC- OoN M- O R'D &oq) 6 'L707 7 I understanci thtit f.-Iilure to pay thesc tces may result in ciehay in cc~mpletic~n caC <<pprov<<I o!' the projec:t or other postiihle sanctions. Ry , k\g111flprinrity.fee -Z---e, ~~~.y~ '.~a<~ N 811 JeMterst,n tipokane. tti'A 99200-0180 15OL) 1 4 5r-3bC1tl IA !C 5001 4 5o-4 7 13 ` . - Ci 1"cuT ar c1k1 D'l! I ~ . , ~iVa tlle - ll.~ c-=,. c N fi ~ t :i on- rt 3 7", T t- „ Ci=- 251 f C3, 2 '3 So = „ 05 -F t. n k; e= Le-no-'_ h _ ~ 4r• . OL.s`t! ~ -1 a ~a ~ ~ n~ al c:: vati ort = -`4, 7 -L. f.~{'- ~"C s ~r.~y ~ o V.J S F1 iCt-lr:,,r E1Iops •%66G~xl V= 17, 99 T- r?~~ - z ~=i`~ = ~ ..•~~j , . V1 v"' • V:31 'f r r ~ J.' Ci = .l • ~ ~ . ~ E?t .~f -t Flr~~1:1=r- nl Ey. - ~ 7 7 ft . Iniet elev. = v „ ~ •i~S~?.fT~~~. U:.=st F",- ~B~f~t` C~t'i-_ 2tL-t"L d orl ij -a " 7 't' L. . 0 ' ' 2 ..E rD..'~4 eJ'~i.e 3 0, 0167 f -L f oc- - ~ ~ 30 -F 0 ut~-e-t t~.~ n-,wia. n r= ee v~.1C) i- t. -S Fr'_Lt'. t.in --Icpe 167`7 7~~,'~ ~W S a 27 to ft„ C~q r -t N u- 9 -F t . r t „ OLotl C-t '1. 60 F t-, ~ I~6 ij thta `r Z? t'' e? ,e`~., = 7. 72 -f t . ~t ~:1 ev .2 8 C. I ~ , ~4i ' o a NYDP0Gt:ZAF-44 DESI'GN S.. C.» S)., Tr--'55) 1`1C_"Ti-iOD DA'fE= 13/,I /ytJ UES;f.UNEFt= :LtE ! 3 AS TN Cl F F 51:"i: iJ51:73-CRI1-i"It7N= SP 604 P S~10 sUBAREr, 1 _ .:r=_A C I J Su.~A~,EP R~orvu~=F c~_~r:VE t~iUP-~LdcR = Tt.-lTAL At~•KA 1-60 ACF~S (,:QytFC Sp I i E rLJ~'-Z',JE 114 ! ii'1ER E F,'° - ~6= r;c; E4R5T I'tl T:VF'Ul' DIATA P.A1 itfFALL - '2p 4 .X h{GI°I~='ll H': DRAUL:1: C LENOi I-i 430E ► FEET WAiEF, yHED rz3LOI='= iCl F'Ei~~--EN~T TT:A4'1=.L_ TI1IL = v HOUN8 CAi_CUL ;TFD V"SLUC~. 5 = u . 15 ~ ~ee-~ FA~:T~;r st-: ` G = . 21 9 iN t,HE S 1.~ACi _ . '740 HC3Li{--:a ? - - c ~ _ - ~~~~~UR~ -r . ~~Oc~~:a)~JIE - ~ 59. Z I ~ a c n- r11AX Pl.lNQi If= - 25.96 L . E_ .-G., I ABULAR Hi'I~~~GRA.F't-I H 1DLJ RS R Ll 1'J G! F= I f'+! C~F. S. ~ ~ , E:1 ~ t. ~~~41 U~ :I..l,.3 1=97 11.70 ~ H ~ ~-s 6: 10. 47 1 2.,0 O I %5 1. • 1V '2-`' 1 • i v l c~i ^ ` In ~ . 17. 'n-r . .~J 5 . J . ! :l.L .i,:i . m.i ED 3, n 17 22 ~ 20 41• I. 12.70 17.61? 12. V 15w l-f • - _ t 2 1 ~ 1 ~ ~ » _ ~ .f ~ ~ . ~(DO 11.24 t-3., ~ Q r~ vy~~ ~ I ~ 1 1*3 ,73 0 6.05 ~ ~ t =!1, ~1i,.p 96 14. 50 2. _ 151~-, 1 ? . 0.0 .22. 4 $ 1,6., E,) i : Q9 ~ i.. 0 A z..: ~ ~ t~ C", OFFICB OF THE COIINTY ENGINBER Spokane Cvunty, Aashiugton Date: , 19 TO • FROM : RB : Standard Drainage Lan~uage for the Dedication on (1) Drainage easements, as platted and eho wn hereo n, which are fo r the purpoae of installing, operating and maintaining drainage swales and drainage facilities to dispose of runoff, are hereby granted. The County of Spokane is hereby granted the right of ingress and egress to all drainage easements ad jacent to the public right-of -way. The property owner shall maintain the drainage awale with a permanent live cover of lawn turf, with optional ahrubberq and/or trees, which do not obstruct the flow and percolation of etorm drainage water in the drainage swale as indicated by the appmved plane. (2) The owners of Lots & , of Block , and Lots , , & , of Block , shall be held responsible for keepin,g open and maintaining the path of the natural or maa-made drainage flow over and across the pnoperty. (3) The property owaer or his representative shall inform each succeeding purchaser of all drainage easements on the property and his responsibility for maiataining drainage facilities within said easements. (4) Spokane County does not accept the responsibility of maintaining the drainage course on private lots within drainage easements or floodplain areas, n+or the responeibility for any drainage, whatsoever, includiag but not limited to inverse coademnation to any properties due to deficient construction and/or maintenance of drainage courses in drainage easements on private property. (S) Development within this subdivision shall conform to the requirements of the National Flood Insurance Prograna and Chapter 3.20 of the Spokane County Code. The lowes t f loo r, including basement f loo r, fo r any structure ehall be constructed according to the requiremente of the Spokane County Flood Zone regulations in effect at the time a building permit is issued. Purchasers of property in this suhdivision are warned of possible flooding or gonding and the potential requirement to purchase Flood Insurance. This warning shall be carried in each and every deed drawn to transfer ownership of any and all property within this plat in the Area of Special Flood Hazard. (6) An appzoved lot grading plan exista for Lote , , and , Block , and Lota , , & , Block . Grading must co nfo rm to said plan on file in the County Engineer's of f ice . (7) Spokane County shall not be responsible to maintain ingress or egress across the flood plain area. (8) The owmer(s) or successor(s) in interest agree to join in any County appmved Stormwater Management Program and to pay such rates and charges as may be fixed through public hearings for aervice or benefit obtained by the planaing, design, conetructing, maintaining, or operation of stormwater control facilities. (9) A statement must appear in the dedicatory language of the plat that individual driveway access permits be required prior to isauance of a building permit for driveway approachea to the County road syatem. This approach shall be conetructed in accordaace with the approved plan on file in the Countq Engineer's office. I 0035p ' , OrVz cr OF: THE r.:auNTY Fhlr 1NLI=':R SP(:Jk::ANE COUIV1'Y r WASM I Ni:,°I OPi ~~°~~~~~~~'y liyr ].':;,i~r=• TO: SPOk'AhlE COUIVTY I'1_ANItlIfJG DCF'ARTMEhlT (Ci_trrenL Planninq Administrator) FROM: SPOKAIVE COUNTY EIVG T NEL- R~~- SUBJ: EXTENSION OF T7MEy SP 604-89 / Slruk-a re: Subciivisions We have reviewed the above referenced Extension c-f 1'ime request. TI-oe fo11owinq comments are applicable to the request. The County Enqineer has reviewed the extensiun of time and has nc- additional ccomments to add other than those conditions of recorcJ as as ammended. . . , . _ _ _.z , „ ~ - PLANNING DEPARTMENT ~fjr , t F' BROADW:.Y CENTRE BUtLDING N. 721 JEFFERSON 5TR£ET , ~ ~ _ ~ PHOIvE 456-2205 7777c'-.~'-`-.- SPOKANE, WASHIhGTON 99260 sPOCaAus COLHTY GOLtiT HON$C MEMORANDUM TO: Spokane Connty Division of Engineering and Roads Sgokane County Division of Utili des Spokane County Health District Spokane County Division of Buildings Fire Protection District #1 Trentwood. Irrigation District FROM: John Pederson, Planner II. DATE: December 30, 1991 SUBJECT: Extension of Time for SP-604-89 Ed Slouka The Spokane County Planning Department has received the attached request far an Extension of Tirne to finalize the short plat of SP-604-$9 Eci Slouka. If you have commcnts on the proposed extension or believe additional conditions should be made apart of tke prelixninary plat approval, please fonward cornments to Jo6n Pederson by Janu ary 142 1992. Thank you. c: Ed Slouka, 5306 North McDonald Road, Spokane, WA 99216 Enclosure . _ EXI'ENS(ON OF TIME RECEIVED ` REQUEST FORM ' FEE $SO ~C 231991 SPOKAW SHO RT P LAT N U M B ER: V-LI00~-l P1~1tWwG NUMBER OF LOTS: ~T r ApplicanUSponsor: Property Owner: z;p 2L'I-t~ Z216~ A~- Address: City, State, Zip: n(,City, State, Zip: CJ~'~f ~ Phone: Phone: 0-7~ Surveyor/Engineer: Address: ~ R~.~ City, State, Zip: , 3 Phone: ~ • ~~~i O.~SS ~b~ -~1~ ~ 1NFORMATION NEEDED TO ANALYZE EXTENSION OF TIME REQUEST 1. Has any portion of the shori piat been finaliied? (Recorded with the Auditor) 2. Has a Final Short Plat map been submitted to the P{anning Department and Final Short Plat fees been paid? 3. What progress has occurred? What conditions of approval have been completed (such as survey work, improvements constructed, departmental approvals obtained) ? _ 4.,~ . 4. Why has the Short Plat not been finatized? What has delayed finalizaiion of the Short Plat? va f 5. How long will it take to complete the work to finalize the Short Plat? - ~ ~ ~ IIA-Al L T/~ ; ~ ~ / WS , -67ki ~1-~ L~' j~~ P--~r~~~F~ ~-•S ea~~~, , ~i~~ ~'~'~-r' ~ , /~~~r-~ ~ - - ~R>"Q-6~ liw~T Ui+.l-.S ff/i//> /Uv~IIC.- ~L. " ~ L= ~ - ~GG,~--G~ ~ /l s-~-~',,~ ~ ' - ~i~~/f~~zc~ ~ ~ , ~ ~ ~ t t►~ , ~►f' .r- r ~ - i . . / A-tw D . ~a- ~ ~ 10 _ QI~ P A►~ r, 3° R` - ~.ti..- Z. r i o ~ • ~A ~ ~1I11 e7o" ? , dj a tJ S> T ~r r N ~ ~C.T A. laor pr ~a 3 C- A. ~T> -5~~~ ~ ~ 2q S~ Ac.'D yh 14- t04) ~~~L ' TRANSAMERICA TITLE INSURANCE COMPANY North 720 Argonne Spokane, Washington 99212 l~ Prepared For: Order No.: BS-151574M % 'cr ilin o se ,~`9~ Edward Slouka Certif icate for F g Pr po N. 5306 McDonald SHORT PLAT NO. 89-604 Spokane, wA 99216 Charge: $125.00 Attn: Ed Tax: 9.75 cc: Spokane County Planning Total: $134.75 cc: Spokane County Engineering cc: Taggart Engineering SHORT PLAT CERTIFICATE . Effective Date: June 11, 1990 at 8:00 a.m. In the matter of the short subdivision to be submitted to Spokane County for approval, this company has examined the records of the Spokane Countv Auditor' s and Clerk' s of f ices , and the off ice of the Clerk of the United States District Court holding terms in said county. This certificate is made for the purpose herein specified, and is not to be used as a basis for closing any transaction. Liability is limited to the amount paid for this certif icate. E'rom such examination, the company hereby certifies the title to the following described land, in said Spokane County, to wit: Those portions of Tract 107 of PLAT NO. 4 OF WEST FARMS IRRIGATED TRACTS, as per plat thereof recorded in Volume "O" of Plats, page 51, described as follows: LoT I'a ll: COMMENCING at the Northwest corner of said Tract 107; thence North 89°42'23" East 258.60 feet to the point of beginning; thence South 00°O1'18" East 234.00 feet; thence South 89°42'23" West 119.24 feet; thente North 00°02'21" West 234.00 feet; thence North 89°42'23" East 119.30 feet to the point of beginning; EXCEPT the North 25.00 feet thereof; LOT "B le: COMMENCING at the Northwest corner of said Tract 107; thence North 89°42'23" East 139.39 feet; thence South 00°02'21" East 25.00 feet to the point of beginning; thence South 00° 02' 21" East 209.00 feet; thence South 89°42'23" West 114.23 feet; thence North 00°03'30" west 189.00 feet; thence along a curve to the right whose radius is 20.00 feet, interior angle is 90 ° 14' 0?" , a distance of 31.498 feet; thence North 89°42'23" East 94.30 feet to the point of beginning; (continued) • ' ' Order No.BS-151574M Page No. 2 LEGAL DESCRIPTION (cont.): LOT "C": All of said Tract 107; EXCEPT the East 200 feet thereof; AND EXCEPT the West 200 feet of the East 400 feet of the North 234 feet thereof; hND EXCEPT the West 200 feet of the East 600 feet of the North 234 feet thereof; AND EXCEPT the North 25.00 f eet thereof; AND EXCEPT the South 75 feet of the West 120 feet thereof; AND EXCEPT the West 25.00 feet thereof; LOT "D" : The South 75 feet of the West 120 feet of said Tract 107; EXCEPT the West 25.00 feet thereof; ALL Situate in the County of Spokane, State of Washington. VESTED IN: EDWARD J. SLOOKA and RQTH E. SLOUKA, husband and wife. EXCEPTIONS: 1. General taxes, as follows, together with interest, penalty and statutory foreclosure costs, if any, after delinquency: (lst ha1F delinquent on May 1; 2nd half delinquent on November 1) Tax Account No. Year Amaunt Billed Amount Paid Principal Balance 46344.0303 1990 $ 295.66 $147.83 $147.83 Af f ects Lot "D" 46344.0307 1990 $1484.90 $742.45 5742.45 Affects Lots "A", "B" and "C" 2. Assessments levied by Trentwood Irrigation District No. 3, together with interest, penalty and statutory foreclosure costs, if any, after delinquency: Tax Account No. Year Annual Billinq Amount Paid Balance Due 46344.0303 1990 $ 12.23 $ 6.12 $ 6.11 Af f ects Lot "D" 46344.0307 1990 $477.07 $238.54 $238.53 Affects Lots "A", "8" and "C" 3. Liability to future assessments by Trentwood Irrigation District tio. 3. (continued) . • ' ' Order No.BS-151574M Page No. 3 4. AGREEMENT AIJD THE TERMS AND CONDITIONS THEREDE': BETWEEN: Trentwood Irrigation District No. 3 AND: L.F. Bennett, et al DATED: October 10, 1919 RECORDED: April 23, 1920, Volume "U", page 108 RECORDING NO.: 587399 REGARDING: Conaection to water main and electrical and payment of same. 5. Reservations contained in deed, Spokane Valley Land & Water Companv, a corporation, Grantor, recorded on October 31, 1916 under Recording No. 486126, as follows: That the Company hereby reserves, and the Purchaser does hereby grant unto the said Company the right of way now or hereafter deemed necessary by said Company for the construction and maintenance of all canals, flumes, ditches and lateral ditches of said Company, over and across said above described land for the irrigation of said land, as well as other lands. 6. Restrictions imposed by instrument recorded on October 31, 1916, under Recording No. 486126, as follows: That the purchaser shall not erect or place or permit to be erected or placed within 50 feet of a lateral ditch or canal of said Company, upon or near said premises, any stable, stable yard, poultry house or yard, water closet, privy, cesspool, manure pile, or any enclosure or structure or condition productive of offal that might befoul the water of any canal or ditch belonging to the said Company. 7. NOTICE TO THE PUBLIC AND THE TERMS AND CONDITIONS THEREOF: GIVEN BY: Edward J. Slouka and Ruth E. Slouka REGARDING: Agreement to join and participate in the formation of a Road Improvernent District or any road improvement groject sanctioned by County af Spokane, and not to oppose or protest assessments therefor. DATED: December 11, 1980 RECORDED: December 15, 1980 RECORDING NO.: 8012150141 AFE'ECTS: Lots "A", "B" and "C", and other property 8. Potential liability for assessments levied by Spokane County Utility Department for the Aquifer Protection Area. To verify, call 458-2538. In order to make payment, account number is necessary. (continued) • ' ' Order No.BS-151574M Page No. 4 TRANSAMERICA TITLE INSDRANCE COMPANY by : Bernie J. Stacy ' itle~f ficer For Service on this Or, er, Call: (509) 922-2222 NOTE 1: Property Address: N. 5306 McDonald Road, Spokane, WA 99216 as to Lots "A", "B" and "C"; and N. 5222 McDonald Road, Spokane, WA 99216 as to Lot "D". For verif ication of address, please call the City Public Works Department at 456-4300 or the County Public Works Department at 456-3675. 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O OB~Oe.... ~ ~ sesc ~ e .8 0n f .e • ~.a BL~~ i~ L.a e 1,iY=►Q•~~~8= S1 0 1wB]o~ 4 8.02I w O ~ ro~g I7 ~ ~ ~ ~ O A • • ~O ~ v ~A ~.~i.~• Op~ ~ ~~sa~~ .~a. ..ga -~~o$e' o .g.~i al..~9 ~ ;ta t d o li-elf0l-OPO, ~~CEy~ R 8O• .13tOt d AOO•I • 11~ 1 s ~i MV11 o ~i ~il ~M ~s~s~ c~I g~ I$ A~! c 1`=:~° A V~ . ~ . . ~ ~io~ o Lb 19040 s ~ $~~~.~..9s~: •.~~•y ~ ~eM~~~r~ ~ ~4A~ ~ • rM o ~ r •rl~• r 9 • ~ ~d •r1~ ~M O ~r S O ~ ~ ~ w~`II~ ~ O I~ ~ S ~ ~ O • ~ vo: ~ o I ~ -aa ~"~a~~~isv?:~.--: ~:.~~a~~a~~. ~ ~ ~e ~~~~~~s~st~~~~+ o A • $ p 4 C M . e«■•. t r.w..S ~.o « . s ~p • ~ • O O ~ ~ ~ e O O ~ O ~.w ~ ~p ~s Q 9 ~ ~O • ~ ~ O i p~q ~`y~i ~ O • o is ~ ~M,i O~~~~ O • ~M v~~ O ~.~r~0+ ~ ~M Dr D ~ Y ~ ~ H~ A~ O ~ ' O Y ~ M • . ; S~~e 'w: ~~e~i gorv ~ a e~w o~ ~.'S ~ ~o• ~ o~• $~a ~ ~~•o~ ~~~~,~0~ ~ a ~ir~~M ~~~..~0~ / w 1~ oZ~ ~ ~r _ ~e d ■tf ~ AdI&L • ~ r.~... . _ ^ ~ ~ ~ f ~ • a ~ - ~ . • nn ' ' • ~J,,U •PArE ~8~~ / ~0]::~:i01•11 Ho~ 1343 HnTtcE to rHE PuaLtc The undersigned owner. their heirs, grantecs artd assigns, hereby agree to jo(n in the fomatton of a Lounty RoaA Improvement Dtstrict (RID) pursuant to RCW 36.88. at such tif*e as a district roay be fprmed or any Road Improvement Project sanctloned by Spokane Caunty. wfiith involves the follawing described property: Bloct 207 o Pl l30. 4 f'J='ST FA815 IRBICATED TRACTS,jaa per pla: thereot rece e o uma o!' P18te, page 51, in SFokane County. Naahington. ei :uatei in Section 34, Tornehip 26 norLh, Fiange 44, S.it.!{. i EXCEP'P tho Nortb 14 foot }s.d the Yae4 20 feetl At+'D EXCEPT the East 200 ieat I A2ID EJCCEPT Yoet 200 leet ot tho Bset 400 foot of the ItortD 234 feet. EXCEPT .the bortb 14 foot thereot1 l= A130 SJ(C"•PP ths Sut 1C0 test of ths iteet 120 foot of tbe sovth 75 feat. OateC ile i98a X _ ~ . . . . . , .~.fr'.~I ~1 ~1r :P/~fr fi~ ~~°I~i!'~~~ '~~~1~i - . . , , r, • `,r ~_•li~..'s' .J~!„~ . E ~ ' ~ ' y' :e r rrre dnc vol4niary act and deed tor . ` . . ••.~n 0 108 887399.-`'e, .1HI9.,AGREE6SEtiT. Ilade thi e lOtb. day tober. 1919.. between ' eGR1SEtiBtT , Treatwood Irrigation Distr,lot, e muniaipal oorpo=ntioa, 'perty of ' Between _ the Yirst puzt, bereinatter oelled the Irrigqtion Distrio,t, and ~ TrenLwood Irrigation , the undereignsd ownare,ol,land to be alfeaLed by this agreement. Dietriot._ parties oi the aeooafl part, herelnfttter called propurty, ownere; ~ ` And , WITIMSBETH: Thnt Whereas,, .'sentwood IYrigntioa District le O L. P. &ennm6L, eL el. the owaer ot s-pumping olant, tnnk and dlotributing eyaLom ior t Filed-Apr.tE.1920 the purpoee of pumping end distsibuting wn►Lor wtthin the limite 11-42 A.M. of the Trentwnod Irrigation DieLriat, aad is nlso the oiNner o! Req-Frank Ylslton. a pole line eitb the neaesaury wiree tor the dietribution o! ~ J.A.StennrL-Auditor eloatrioity ia said dietrict and hes a aontzact for the pnrohaee L. E. Wylnnd-Dep. _ oY eleotrio our:ont oad ia Susniehin g light and povrer to the ,Reooraed-Apr.23.1E0 reeidente ot 8aid distriet, and • ~ Arnold C.HinLz-Dep. tNherese the pruperty ownere whoce nnmea are•oigned hereto Ltail Req-3E2 . deeire to aee waLes Irom eaid disLriAuting syetem aad eleotzicity J Nuttott B1Q'g. City. trem aaid eleotrio eyetea ot•Lhe eeid dietz3ot,, O IfOrT THERk;80A& in ooneidaraLion of the mutusl coveitpnts and cuu~r►.ro , Agseemente bereinatter aet forth to be keL and ~ tir~r.r.v=r sof the ~artiee here to. p Pe sformed by eaoh IT 33 AGREiSD Dy 4hera us lollowe. Lo-wi`: (l) ihe righta, oD1lgaLione, dutiee sad privtlegee o2 the pzoperty ownere anall app1y to thoee ptio sigu thie AgreomQnt qnd those who eater: into aimilaz aontTacte rrlth tbo IrrlgRtion Aietrtcs. (2) The proyerty aunere agYee that they will. at their acm ooet,nnd eapease, ineLall a eystem of wnter maine Prom a oannootion witb the mnine ot the Irrigation Diatrict 9t eomn. pnint on the aorth liua ot 'i'ranLwood Orahnrde, euob polat to bo aelootod by the Irrigation- niettiot, to euoh pointe;ae will eonvenieritly and oaonomioolly sorve eeah ead ell of the par- Lies eiping this ag,reement rutd intsrvening lsnda., Suoh wuter muins ehnll he aoneLructed oi eorae permanent mnteriel of R Lype 9.nd aharaetor Lo be approved by the Irrigation LisLriaL aad ot aufticient sLrengtb to prevent leaksga nnd psste. 7'he pipes shall bs jaid Lo a depth enf4i- aient to ineure proLention irom izoat; the jointa ahall be careYullqy nnd tightly male, nnd the whole ehall be done la q good and work-anlike menner. The pzoporty oumere ehnll also anice ansl pay for 1;ho conneotlon v►ith the mains,oi LDo IrrigoLion IDistrict qnd Bhnll inatall at the polat of oonneetion a vnlve with out-at4 Aoa rttnaijig to the surface, which vqlve.sball De at all timee uader tho eoatrol of the Irrigation Uletziot. (2) I:tdividual oonneaClone with the imter raains ertall be macle qnd paid Yor by the yrop- ezt,y flwuere servefl, but ehall be mado La Anoordonce wiLh the rulee znd incLrnationa.oi the irrigntion Dietriat an8 in aaah mnnnvr As Lo raake a Lip,hL amd non-lsakable jniut. At the yroperty line, or eQme ather point on onid oonneotion, tbere-eholl be ins;,alled a cut-uS4 box nnd valve ta ennble it to be opornLad from the surtaao, nhiah aut-aff boa shnll bo undor the exolujcive oontrol 02 the Irzigstioa Distriet, ox of somo propozly oaaetituted nut,hority 02 the prc+portj owuera delegRLed to .eut atf water serviee in easo oi dellnqueney in water renLs, pzovided tbaL if euch person authori:.e4 Lo euL oY! the Mster doae nolw do so,- Lhen the Irrtgption D1etrloL ciqy aoL. (3) The damentio rnter servioo eyetem ana the elooLrio 11Etht ey.atem horeiantter prov4de4 .'oz sTnll be opozated by the 3rrigntion Diatrlut qnd nll propoaty awnere cerve3 theroby evill oon!ozm in the uae o4 enfd arater aooord ing to rules end reguletiona prepare8 Ay the IrrignLion JDi:triot nnQ 4niluro Lo observe 6uch rulea aill De suatiaient AuLhoriLy tor Lho Izrigntion Dlptriat to out otf the su»p2y ot water to such oiYending propertjr ewner, or to tako euab other action a8 may be neaoeDary to enfaroe ite ruloe. (4) Euch oY the propezLy ownose beeoming a parLy Lo Ltnia agreameat ehall, beginniUg Jqa- anrs Piret, 1920. and Qa Janunry tissL of each gear theroafter Yorover, gsy to the `.'rentwoed Irrigstian DieLrieL the eum ot tvrenty-Yivo ($25.04) dollare per annucn; suoh pa}rment to be faz the euoaeedlaF Sear. Suoh paqment ehall entit,le eueh prnporty oa'nQr Lo smtor during stiah yewr. Luah nnyment 6hn11 eptit,1e ,Lbe propezLy ownez 6o payiiig. Lo one oonnecLion wlth Lhe. xuter main, aoL greator thaa threo-tourthe (3,4) inch Yn diameter to his premi sea. This psycnQnt. ahall be dao xhether Euch Lraot io sorved wltk wAbei, or aot. qnd regsrdlese o! Hhen the conneatione are i r„ode, sr.d RiLhoaL regt►rd to Lho aumber of aeree eontained ia the tract oi la►nd operoted Dy Ihe ~ pror.erty avones. nnd onoh praporLy, owaor ngreoe t,btLt hu vrYll neo the e'stor lrom cRid c.siaa tor houcehal6 and domeetic use And Sor lawn p-+irpoeee only, enII L2►qt hs will noL uee the s9me foz ltzi gnLion. , ~ (5) Should additionml 05Va0?E of l.and daoiro ta Deoomo partioo to Lhiu cnntraot end te p qonuire arater therennder, theZ ahsll iirot pey their pro reta ahare oY the.cost Lo..tbe othez ~ proposty oanere on the -anin a9ter.line on whiab they nro looated, ao that eeoh oamor uerved irom such main line ahn31 at e21 tirtteo huve the eamo originnl fuvecLmenL for lnatallation. but such eubceqnent property ownere need not pey intereet on ihe iavest,ment of the orS ginal axnere, nc,r nnod theq pn7 runy pazt of the erutiunl rentnl whioh thoy have paid for .vnter. Foz e:ample: :,lnin :Io.l hne five treota. "A" peye tbe onLire ooeL ot pnLting ia tho. -anin to hiF traat. and there 9re Your traete botwaen hSE land grtd the pointi ot origia of the mairi. It "B" afterwarde tnkee water. he pnys ens -halt or."A'o" origiuul aost. If "8" sad "C" Loko wetcr they each pqy one-third oi "A' e" ooet, et.c. , It caalus nre horeaftor extendod rzam terminale the whole aost of ineballstion ehell De borne by thone eerved_by the new zanin, but thoy ehall have the right to oontrfbution lrom thooa nho afterward eoeieioot rriLh tho Dortion of main so onnEtruoted. . (6) 611 repaire, main6en►nce or ropleoomonts of eny pert of the wnter aqeteo or eleoLrio syaLem within the pravlaiono of thie agreertronL, ehgll be rnade Dy the Irrigct,ion Ulatriot end pgid ior in equnl eharee by all ot tho oropezty onner6 Berve-d by auoh mala or olootrio syotcem whiah requfrca each rQpairs. mainLeaenoe or replxaement. . , (7) llot mose Lh+►n one dc+olliag bouee sha.ll be eosved with water lrnm sny pater eoaneoLion, eAaept witb the permission oY the Irzigstion Distirict, nos ebali proparty awa,ers served by maine permit othor prc►perty otivners living adjnoent to Lnfce wnter Yram tbeir water pipee; it heing the iatention of thia olause to require esab.property owner aho can be eerred by tbo. mnine to make oc,mneotioas and pay the rentnl eo that ell oan be made on an equal Daele. , (8) The psoperty omaere egree thet they arill at thair own coet and eNpen8e, inetall a cyetem ot palee and eleotria piring lram a oannection witb the wiree a4 the Irrig9tion Alo- trlct RL sacne goinL ta be seleoted by the Uiitriot. approxiaRtely oa the norLh line ot TrrnL- ^'P1Ar1 (1rr1'-)T4n 0•• i!1qL1nA tn fittf!Z1 rtnltlt.li nft 9Vill ann17nMnn+.1^ -nA nn~'•.~G~I~•il~. I. 1 1 { t I .i o! 'the - "par, ai-gaing. thid egreements end inLarvening 1e 5uoh polee and vrire ehall be ' canetruated of gooa rnatesial- nnd ia -suah manitioz ' oe to insure aate oporaLioa onfl prevent lose fiom leakage of oursenL; tbo rswLhod ot'construotion anfl 494eriats to be naod ehall De appzoQed b7 the Irrigt►Lion DieLziaL. Tho propertq• ownere ehall the yoint of oonnection witb the . • lincss of the Isri@ntion Diat=ict isBtell the nQaosaary ou otf boz ead awitches with loake ~ nnd aqy othor eleotrioal appasatne-reqnirad. and it the Irrigetion DieLriot daema aeaesenry. 8h411 ine1,a11 a meLer at esia poir.t.- 'Tho switob nnd meLer baz shsll be loaked en8 under the solc Qupervision at the Irzigstion Diatriati. 1• ' (4) Indlvidunl oonneo•lone with the oleotrio wiring systom sha11 Oo made by aad at the eoet oi the property okner sesved by onoh oor►neeLioa. It shall he mnde aeaosAlng Lo app- rnveQ methods ef eleotrie rririAg and oonneotione, end nndQr rules ond inatruotiaaa oi the Irrigntioa Dietriet. At sAme point on %he prealees of the prApert,y aurner aezved, be ahall place qt bie own ooet arW expenae, a raetar ai torm aize gnd•mnke to be epproved by the Irriga- tion Diatrict, phiob 9hA11 be aaceeaible nt a11 Limea to thQ-Irrigation Distsict. its agents aazd eatplAyeoe anl• the prc►perty owner seived 8hell pay ior electria cunent, ligt►t srd pAweT at the ratea per k.w. hour waioh the Irrigation I1letriat pays tar said e2eoLric auzreat; such coaGs being, at the time°a! eignia►g thia ngresment. $5.36 per t.w. per moath. The Irrigntion Dietrict aholl caair4tain, repnlr and replnoe arLq portion ot the eleotricaI nsaine servPd urder this apreeaant snd the oost thereof ehall be divi8ed emoag the property Awnezs eerved 4ram euch m918s pro rats eecording to the aumbei o4 peseone eeTVed, and the Yrrigqtion <Dietziot may render bills 4herefor at such tfraee As iC raay see YiL, whtch bilis ehqll be iorthwith paid by the properiy omere. Property owctiero ohnll pay !or electric aurrent ueed noeording to meter meaeuzemont, qr►a Dilla there2or mgy be zeadere8 by the Isri- gntion DLetrfat es sueh se it ahsll bo mont eonveniLnt Lo it, but at leaBt onae in eaaA year. (10) AiLer Enid eleetria mains ere installed ehould other property ownera slong the linea o2 suoh coains or W exteneiond LhereoP doeire to obLain electric tuzrent fram auah Maine Lhey ehsll be reQuirad to pqy to the properLy owriore who inEtailed eaid eleotsiamaina ia the eame manner ae is providod Yor horein persgrnptn iive as to water m9ino. (ll) The Irrigottion District ahall in addition to the paymsnte herein pzovided for Lo 'he aade by praperty owners aho eonnect vritb eithez arater or electrie maiiio, at e dnte anDee- guent to the msking ot thie agrecrrsent. be entit,led to make euuh ahgrsee nnd Lo impose euoh ad3ltion9l conditione ae it aay eea fit befose turuiehing eiLhor waLer or eleoLrie power er,d nothing in Lhis contract eball be onnstrued aa obligating the IrTiFntiob Dist~ot to 4urniFh eitt~er ~+ster 9r elecLrio aurrent to others th~sa thooe signing Lhia Qgreement. if ior eay renSOn, it docidea thnt it ie lunsble to Qo co. • {12) It ia underetood and agraed tbat the Irrigation Distriot atall not bc liable in atW Mey tor insuf4loienoy ot supply . or Yailnre of either water os eleo6rio eurrent, regazd- lees af the oause thereot, but it eball in QSE@ oi any interrupLion ot oiLber svgter or elec- Lria enrrent, ende9voz ae aeon ne pascible thoresttar to restore the eame, and 11 tor any rea- con at any Lime the Irrigatton Distriot shall be usable to seonre e eupgl,y ot eleot,rioity , tihen the terms oP thie aontraet ehall be eueyersded until eleatriaity ie again availeble. IL le tho cenee of thiB ogreement Lhat the Irrigetion Dietrict aha12 pay the cost af eeainteining wid operating i t.s line both for avater nnd eleatric current tio the nerth ,lins ot TrenLwood Orehr►r8e, aiid theso who mRs,y now ar herenfLer Joir. in Lhis oontreat shnll pay the antire coet ot cnnlntaining, rppniriag a+nd repl9oing all ot snid line of water and oleotriaitr t;►n3 isailities beyand oAid poiraL. • (13) iho Irrigetion Dietzict ehgll have the rigbt qt arLy► Lime tfl cuC off eiLher wator or aleotric eerviee to any property asvner eerved under thie contract beaauae o: fAilcire to pqy the renta snd ah3rges herAln pravi8ed tor and to witPitsold ouah oerviee nntil euoh zenLe cuid ohArgee nre 4ully pnid; 11: bsing nndc+rst0od gnsi agreed hovrevar. Lhat a property awnez ie ontitled to ao reduetioa ia hie zental fsom L3ia time servirse is out oLf, aad thAt betore eervice ehall be reatorcd he shall pay eL the ratea icerelu prmvidefl for the lull timo inolad- . ing euah out-ofi period, end it le turthor agreed LhAt the oh3rgee herela tixed are oaa- tinuouo, rogqrdleoe ot whothor the eorvioo le ueed or not. Should ssLy tizaat of lnnd awned by aqy person haviag wr►ter rind elootria eorwioe nffier tDie oontreoti be hereatter snbdivided or new zeaidenaee plaoed thereoa, the snnnrl ohRrges to escL parean then eorvoQ ehall be the ec►c6e ae tboee provided bereia; it boing aiderutoed tbat the e19Prgo made is Yor earvioe ior weter and per k.w.heur for eleatricity, previded honever, tbat vo sorvioe .rill ba PurnieLod until e oantrqat similer to Lhis agteomeot hae benn onLorac7 ins,o br auoh new pntzon wiLh the IrrigaLion Dietrict. Ia addiLioo to the !lxed obergee herein provided far. the property oxnerm agree to pas Le the irrlgatioa Distriat a11 mAneye whioA iL. ra9y be zequired to expend ior eLtornes's Peee or Fmoloyecae tar eervioee renaered !a eon»eoLiau ait,h the eerviee tusnlehed zo the pTppezLy e►wners ho:oander. or in eriy uthor mnnner tor the benefit of the propertr ormera. i e .0 ths: nll -moneya whioh the Irrigation 31iaLrict eYisll expead for the beneiit oi the properLy oTmezs Ar beoouae o2 this ooatrnot hnving been made, ela11 be a p=oper oharge agnir►et the property oAners. . • , • • . (la) The propezty oarnezs hereby agTee te pay the obargce herein yrovided tor, a4d the eame are hereby made a liea npon the• land owned bq euoh propesty owusss end oet oppauito eneh of their reepeotive aamga eignfld :hareto. whioh lien may be ioreolosed agon the lar,d in the aartce nvanner aa ia providod by lnx for the fozeolosnre ot mortgagee; it being agzeod thnt ell dolinquent paymante shall benr intiereut at the rate ot eigh6 (O) par oent por nnnum, and tr.et ia arW foreo2osure euit DrAUght to toreoloae the lien heseby areaLed, the oourt may ellow ae a part of eaid action, reaeonablo attornfly'e Yeea to be lized by tbe Court. (15) All ot.tho oovenanta and abligationn o! Lhie agreemenL ehsll nu► wit,h and be a Dur- den upon the lsnd.arYned by the property owners showa oyposite tbeir eignatnreo hereto, re- paxdleeu oP owtaerahip. Shonla eny praparty owaer ee21 8 portion of hie land, the lgrtd ao eald ehnll not bu ralieved thereDq tram tho buraen oi this ooatract, or the lien of the ohnrgPS impoeod.npoa it, until tho peroon pwrotusing the eocae oha21 eiga n eimiler conlracL to thia and whes.euah aicallar oontraot shall have beea eignod, the oblignLiorsof thie aoa- Lraot ahall apDly to the lend fle eubQividod, but only ae to the obligntlos pceumed by the poreon then cwning tho sarne and the ohligstilon oi the origiasl ermer 8ha11 be oanoelled Be to Lhat pert ot the laund eo eoLd. 1161 Thie agreement shall apply to aad be bisding 11pOq Lhe•hetre, exeoutore, adminiatze- tora, eueaeeeors nnd sesigns pi the parLiea hereLo rEeDeetivoly. (17) IL ie furbher agreod Lhnt Lhe Ir_ipntion Q4RLrioL »hall hnve the rirhR, tm com,ea+. . 110 wit.h arq of tbe weter mei eleatrio liaoe _1old or orooted by tbo _zty -oernere:tor'.the ' pnrpose of eerving other persoae livlag within the Irriggtiea Dietriet witD aater and eleo- tslutLy prnviding eueh connea6ion doee aot interlero mit6 tho sdequate supply of watsr and eleotrtaity Lo eald praporty awners, snd saah oonneotion_ehali not bring tho persons Eo aerved under the-terme of thie agreoment. I I ~ (18) Al1 0f the l,ende and premieee hcreineYter deacribed ao being orrned by Lhe proyarty oaners are eituated in 5poksne Couaty, Waahington. • . . IN WITifESS NMEQF. 2rentroad IrripLion Listriot hea osueed tkie iaetrnment to be exe- cuted by ite trneteoe and the propertq ownere have ezecuted the esmo Lhe day and yesz iireL abeve vrsitten. : Trentwood Izzigation Dietrict. . TR$IJTGYOaD IRRIGATION DISTRICT. : Spokane Conntq. WBBDington. . BY Wm. Biblmaiez, President. : SyAL. O:gsaized 1918. . 6TTEST: FTank IY81LoD. Searetazy. ° Ltiohael Bloeeing. • , C. D. Blaok. ° . iruetees. • Name. Doecriptiion o! Pzoperty 4wned. L. P. Bennett L} of trnct 117. 91so S. 412.5 teeL of 'itrasL 109, ~ sll in Plst 4 0! Vleet Farma S[rribated Tzaota. R. A. 2ieitaeZ (2 227 fC. 'P=aet #118 . Plat 4. Nest Farms. tSeoker S. ueitael ~ Hariow Hoioomb E. 1/2 0f 8.1/2 1?a0Yr llb. Piat a, rreeti Ferms. S. R. Lein • ( Traoti 103, Pla►t 4. IYest b'arme. • . ~stsn. Laln ' • ( • . ' • • ~ ' °f. - , Fard D.?Saritham ( S~ 1/2 0! S. 1/E o! Tzaot 116- Plat - 4 - 6roou P. 1[gr3hsca ( p " " • - d. C. Ho$o ( H. 1/2 0! Traut lib - P19t 4 • 0 one teuia e U. Base ( " " " 41 " ^ - , • a°,i A. C. Ware ( " " " 111 " 4 , r • -C8T0lyII T. fl9T9 ~ a n n n n n ~ , ' Thob. B. 17aTa ( 3.1/2 " " .11 2deliasie G. wU?9 ~ e n n n o of JOllri E. DOn ( " 112 ° " - . , Lydia C. Don ( . . Thoo. H. Brerror ( " 114 " 4 Winitrod W. Brawez . ( " " " " J. C. Broam ( TracL 107 Plat 4. elest Basme p@aTL M. 8rown ( n a o n n . . , °t + . Hoaard J.3onnett ( YJeeL halt o! Blcw k'll? in . Florenue Z. BonnsLt ~ Weet Fara►s • Plet 14. U. C. Yale I°South yar6 traot 106, • . liqrLha Yale . . ( plst 4. - • , flarbezt E•$9Da11 .t i7eet eigh0 & 3`100 aoree of a^ract 118. Uoro Fionan ( Y1eet b'srae. PlaL 4. - H. A. Von Ovea ( Trnot 116, Ylat 9, WeeL Berc►e. . s Ethal S. You Oven • • - Edein a.Pifield ( 3.483 it. Tract 110 - 1'lat 4. W. Fnrme. . ..oa. C • ~ , 1 T. C. Aendley ( S. 307.7 !t. of Tr. lOb & North 175.3 St. Ti. 110. ~ Plnt 4. Weet F81ade. . ~ . ' STATE OF WA9gItIGTQIJt 40UN'PY 08 SPOKJIl1B. ° 8S: , , . y o . • , . m ~ , , . I. The uttdereignod, s IioLarq PnDlic in and !or the-State of Waehinaton, do hereDy'oertity thnt on thie 18tho dsy of Novomber, 1919, peraonalr,y appesred baPore me 1..P.9erufett aad R. Atiae Aennatt, bnsbaad aad wife, Lo me knoen to be Lho ia7aiividugls deecribeQ in aaQ who exe- cuted Lhe witbin 1aetTUment aad Aelcnowledged thnt theg eigne0 and eegled the eaae ae theis freo and volnntary'aet e►qd doed, tor tae naes and purposea tberein mentiorted. Given under ay bsad and ofYlolal eeal this 18Lfi. dayr of November, 1919. ' : s.B.Langfora, Ho Liry Publlo. : F.E.Langiord. Lot.ary Publia V : Stato of Weebiagtan. Commie- . la end !oz Lho SLate of V1aehing- : eioa Expiree Dec. 28L'n. 1921. . Lon, reeidlag aL Spok,%no. IYc+sh. 1 l l 3:ATE OP NEHRA1 ~ COUN^aY OF RIAHAaD809•9S: . • • . • • p . • • ,r . . . 1. Rm. Uhlig, s Rotazy Publio la aad for tbe 3tate oi HebrseJa, do hereby oeztify LhnL on tbia 26th. dFW o! Deoamber. 1919, peraone►lly epueared betore me R.A.Neit:el and Ueeker S. IIettsel, bnsband anQ wife, to me lulorovn to be thc individual denaribed in and who exeouted the wLthia iaetrument'snd nckaowledged Lhst theyt signea sad eenled Lhe seme ae their free ajid vol- urttsry act aud deed, for Lhe uBOe and purposes tharein mentioaed. Gtven under'mW hnnd ead otliolal eaal thie 26 day o! DeaemDer. 2919. ' ' • .$lohardeon Conaty. Not- Wm. Uhlig, Hof,ary Publio in snd . erial 'SSAL. • Nebrsekso s ^for the SLete ot ltebraaka. Resiaing sL Ha118 City, COm. expi rae lday 4. 1920. STATB OP 9iA3BIN(iTOit.•- • - ° ' COM171 OF SPOKA1tE. •93: - ° • ` 1. 1&.J.Zuby, e 2toLary PuDlio in Aad ior tbe StaLe of waehington, do hereby oerLity thaL oa thia 3 dqy o! Jsnuasy. 1920, ysreonell,y sppearud before me Fiarlaw Holcomb, e widower, to me knoan to bo tho individnal Qeeeribeci in and who oxea uted the within in6trument and eo[- norledged thnt he aigned end eegled the srune se hig Srea and voluntary act and deed, for the ueea snd purpsees therein mentianed. Given undor q hund aud otiioial eeal ZDie 3 day a! January, 1319. : K.J.Luby. 9otary Publio, .u.d.Luby. Notary,- Publio in : State ot Ylqehington. Commie- . and for Lho Sts►te o! Wsahington, : sion Ezpiree Dec. 22, 1923. . 3ieQiding sL spokane. 9T1lTB 08 [JA8HIRGTOH. COUil^rY OF SPQKANS; 93: ' 1. Harry E.Rich, e Notary FuDlio in aasl !or tho 5tate o! Weahingtfln. do hereby aertity that on Lhie 5th. d.~y ot. Jsnunzy. 1920. pursonal3y appoaTQd betore me S.E. Leira aad lSsa. 3.?.Lein. to me Srnown te be the ittdividuals deeorihod inaon8 who exeoutod tho Nithia ir►strameut and sck- nowledged Lhnt thay eigned end sealed the eams ao Lhoiz t=eo enal voluntory aat ensi daod, tor Lhe n-cee and purposee theaeln mentionod. Given nn8er nW hnad and atfioial" seal thie SLb. day o! Jenunry. 1920. --Herrq_E.Rioh, uotary Publio.--- Harry h.Riah, ttotszy YuDlio. : Strtate o! T7ashington. 4ammie- . • in nnd tor tno State o! Waeh., . : eion F3apires ldaroh 20. 1922. . Reeiding at 5pokene. _ STAxF, 0? YlA34tL'iGTO1J. ' COUitTY Oa' SPOKAtMSS: I. E.Y,.Klein. a tiotqry PuiDlio in ana for tbe 9tate of Waehington. do hereby oert;i f3 that oa 1,hie dsy o! Deoomber. 1919. poraannlly oppoarad DOYaze me Eorfl D.lSnrkhn9 k Grsoe Y. Usrkhao, tA rae knawn to be the indivtdnale deearibea in end who exeantesl the within itaatrumen3 and golnecrledqod that thAy eignod nnd segled the eame ea thuir frea and vo3vntary 9ot end deed, tor tho neee an8 purposne therein men6lonea. aiven nuder my hund anJ oiitoisl seal thAe 23 dq; of Uacc~mDor. 1919. I3otary Pualic. E.Y.dloiA. No`9ry Fuhlio in • : SLate oY Washington, Cam.mi8- . 4nd for the State of WaePlingLon. : eioa Expixee June 26, 1923. . Raeidiaig at Spol:ano.Woehington. STA2E OF YIASHINGT02i. ' COUiIl'Y OF SP0KAtFE. SS: . _ ' ' I, JAaeph ISoCarthy, a Notury public in gnd 4or tbo ytate of Weshington. do heraby oertify thqL on this 24th. day ot Aooeabar. 1919, pazeocually appenred before me J.C.fiaae and Conatqnoe 2S.Hs9s, bunbnnil and w1Ye, to me &rtown Lo be the indtviiiunl desoiiDed in arA who exeouLed the arithia lastruraonb ensl aoknowledged that thoy eignnd and seoled the ea-ae as thcir lree unnd vol- untnT, not &nd Qeed, tor tho uaea nnd purpooea thesein monttonea. Siven undez rtp► haud ansi oifiolal seal thls 24th. day of DQaember, 1919. : Joaeph lSaCarthy. LtotRry PatDlio. : • Joeeph l6oCazthy. liotory Publia : Stste of WgehingLan. Oommis- . • in and tar the State ot Waeb- : eion Expiree 8ept. 4, 1920 . ingtoa, rediding aL Spoksne. 8TAT8 0F PIASBIZ7GT6Ii. . COIFZiTY OP SYaKAtJE.85: • ' ° I,W.C.Sivyes, a ttot-ary Yublla lA anfl tor 6hQ Si.ace ot Haehingtan, do horeby oertify that ' ai Lhie 30th. day of Deoember. 1919, pera9nally appeared belore ate John K.Dow & I,ydia G.Daw, huuhnud Es wiYe, Lo me lmown to bo the ladividaol_ d,-soziDod in and eho e xqoutoa I.ho wlthin Lau3trument nnd aeknowledg,ed that Lhey oigned and seeled Lhe e*►ma ae Lhalr Praa !uni volunfiary acL and deod. far tha usee and purpaene therein munLioned. Given nnder rqY hand and effioia2 eeal thia 30bh. day ot Dooembor. 1919. . W.0.31vyes. Notqry Publfa. W.C.Sivyer, t7otsry Publia in : Ststo of R►auhington, Commie- . aad- !or tbe State ot Vlnch- : eion Sxpireo Feb. 7, 1921. . la gtan. Reeiding at Spokersn. t SiATB OF WASB.. . . COU2iTY O? SPOKANE. 33: I. Jo3eph Haily. e4lotery Pnblio in and Yor tAa Stste ot.waehington. do heseby a ertity that on thie 3d. day ot Janunrq. 1919. perBOnall,y appoared beioro me Thos. H.Srexor and Winitsed Rrewoz, to mo kna+An to bs tbe individunla dooariDea in ond who executed the withln insLrument, #%nsl nakno;vl,adgod t,hnt the!y signed a1id nenled the Fitce ae thei r trea and votnntnrl riat rimt deei. tor the neee and pnrpoa oreia mentioned. • • Given undor ay► hand and ottioiel eeal tbie 34* day oi Jsnuary, 1920. . o ; Joeeph Beily. NoLsry puDlio, i• • ' • Joeeph Baily. 2{otgry Publio in : 5tste of Hsehington. Commi43- : and !AS tha 3Late o1 Wae2%ington. aloa Sxpiree Apr,; Zl. 1923.• : - • • kesid ing at 3pokene. • . - h • STATE OF lYA9HII7GTOH. . _ , _ COIRi'PY OP SFQKA2n3.93: ' I. I.H.Hez+oig, a•Notarq Pnblia la and !or the State of naehingtoa, do herebq oertity tbnt on Lhis 3rd. dey o! Jsauary. 1920, porconally appesred boto=e sao "has. B. Ware and Mol- teele G. Vfare, Hnoband & vrite. Lo me known Lo ba the individuala deaoribed in and who ozeou- Led the within inetrament and saknowledged tbat they eigned arffi aealed tho seme qe thei r free and volnntary aot and aeed, for Lho ueee and pnrpoeos i:herein mentionea. Givea unde= a4Y hand and ottlolal eeal Lhie 3zd. dsiy of January. 1920. -----r~~~~~~- -------------N~~~ • : J.B.Kerwig. 4totary Publio-. : . . J.H.Hervig, Notsry PnDlic in : State ot Wuehiagton. Commis- . and tor the Stste o! waehing- :.aion Sxpiree Feb. 18. 1921. tQn, reeiQiag aL Spojuine. STATB OB WA8HI2~iGi0bi. ' COqItTY 02 SBOKAi(E, S 3: - I, J.H.Herwig. a 2iotary PuDlio in and for Lhe State oi Waehingtan, do hereDy oerLity tbat on thie 3rQ. dy,y o! Jaauasy. 1920. persanally appaared A.C.Ware and Cnroline T.S9nre, 8ueband & Vlife. Lo me known to be the ind iridu.ale desoribed iD and who exaouted tbe withia instrudaat and acknoAledRaif LhnL they e3gne3 end eealed tbo same as their f ree and volnntary eot and deed, for the uaee and purpoose tberein mentloned. . 6Lvon under ay hfutd and aftioisl seal th3e 3rd. day ot January, 1920. : J.H.gerwig. Notary Publio. : J.H.Herwig, *Liotnry Publio*in : State ot Naehingtoa. Comaoie- . ' - and tor tfie Stato ai 9Jseh- : sicn Expisee Feb. 18. 1981. . iagtou, rooifling aL Spokeae. ° STlIT$ OF WASF{I2tGT0N, . ~ CO1111TY OP SFaKAtIE. 39: ~ _ . I. J.S.Berwig. a,No6ary Pnbliv in and !or tbe State oi.Waehington, do bereby oertity that on this 31d. day ot Januery. 1920, pereonally sppeared betare me d.C.Brown and Pearl il.BroRn, rn3n and wil8, to me known to be tbe indi nlduale deeoriaed in and pbo exoouted Lho vithin ine- tTUmnnt encl acknowloQged thnt they eignad and eenled the eacae ae their izeo and volnuLary sct and deod, Yos thn usee and purpoeea therein meationed. . Given unae= aq hand and oitioisl eaol Lhie 3rd. day oi Jaauary. 1920. • : J.H.Hezaig. Notnry Publio. : . . . J.B.Hera►ig. Uotary Fublia ~ : 3Latie ot WasbingLon. Commie- : in and 1or the State o! Weeh- : aioa Expires Feb. 19. 1921. . ingLon, seoiding at Spob~ao. STATE OP TiABHItICi'Qi(. , COUNTY OF 320gd2lB. S9: I, Lhe ur.dereigned, a t7otary •Publio in and tor the State o! Waehingion, do bereb;+ oeztiSy thsst on thie 4Lh. da,q oi UovemDor. 1919, pereonally appeared Datoze me HAN9Id J.Aennatt and Florenoe Z.Esnnett, hueband and wile, to me kno»n to b e Lhe indiviflualo Aeecribed ia and cvho eaeeuted tho Rithia inetirumont and aoknowledged thnt they eiRned and seeled Lhe eame ee theiz tree and voluastary aat and deed, ios the ueee and purpcnee therein wntionefl. Given under rsW hand and o! tlolal eeal thi• 4Lh. dey ot IiovemDez, 1919. " : P.E.Lgng;orQ. ltotsry Pnblio. . • P.2i.Laag?ord, Uotary pnblio : 3tate ot nashingLmn. Commie- . in and !or the yL4te ot Y1Behingtoa. : elon Expiree Deo. 29tiA..1921. . 8esidiag at Spoksne. Waeh. - gTATZ 0? PJI8COltSIn, • I QOUIT'Y OP ROCfi. S9: ' - • I. L.B.3tone, e Votsry Pnblio in and io= Lhe StaLe o! Wiscolieiu, do hereby oertity thst or Lhie 29th. day o! DeoemDer. 1919, pereonally appeered botore oo H.C.Yale. Marthe Ydle, to me jsnown ta be Lhe iadividuale 8eeorlbed in and who exflautea the vithin instrument and aok- , narledged thst they Bigned and eea2ed the sano sa their iree snd voluntasy act aad doed, for the uees and puzpoees tharein mcnLioned. Given uu:doz my► hand and offinial eeril Lhie 29Lh. dsy oi Deaembez. 1919, - : L. B. Stone. 17otery . , L. B. 9tone, Notsry Publio in : Publio. Rock Co..Wis. . • and tor tbe Stnte ot Wleooaein, Reeiding at Uilton,.Jot. Lty Com- mi esi on Expi roe ld3r. 4., 1923. , STtiTE OP WI3C03SIA. , QOiIUTY OF DA27Y;, Ss: I. Iforrio GeLto, s Iiobary Public in and ior Lhe Stote of t+isoonein, do hereDy aezLiIy thlt on thie 28th. day oY danuary. 1920. pareoaslly appoarea Deiore me HerDert S. lianaa and Nora Hnnan, to me known to be tha lndivifluals desoribea in and who eaeented the arlthia ine- LTUment, and ac~nowledged thnt they aigned e,nd eeqled the saiae ae their freo and voluatsry 3ot and floed. tor the neee and purposes therein cieationea. Givoa under nW hand and otlicial eanl Lhie 28th. day of Jaau9ry. 19210. • :Worrio Getts. 1Jatery Puhlio. : Ilorzie Getts. t7oLajyr Publio in : Dsaa Caanty. Wieoonein. . and tor Lho 8tgto oi piisoonein. Reeiding nt Oregon, wie. LLy Com- ralaeion Expires Julq 30/1922. -SHORT PLAT 89-604 FOR 34 z'be2:7-1* pEF ,A, REPLAT OF PORTION OF LOT 107_IN PLAk ' ~ ef`-~CTR.I COFi. N ey'41~ 30 E= ~S . 4, ' E NO. 4 OF WEST FA,RMS_~IRRIGATED'TRAC 0-~s m 20 _ • - ia' ie' ~ ss - 1 ~ 1s.oq' nrao a~ ?s E SAI~'SONIAVL[Vi]E,.- - o • ' . RP. ' • 900.00' t 94.30119.30' ~ 200.00~ t1 ' ~11 ii SO'~ , 20 RAYIVlONM;l1N1~ MICfi.ELLE ST,E1VAItT, PAUL SLOUKA o ~----lo' ' . B 0 A 95 - ° p ~ 0 0- Cy f~/ O i r r 'a C. 1 , t. 114.13'1 II9.24' 4 ~ 2Q0.00' . 200.00' • ~ c ~ 638.47' 10=--~,0 ~ a , R P 2 - C m ; . 0 00 ~ ~ • • ° SHORT PLAT o rs ID~VARI3 AND . Z~ 87-480 o ~ RU7'Ii SLOUKA - ° co I 1 o , RP I ~ 0~9 0' o ;o p,, ~ o . o Q 95.00' ~ 233.101 305.00* o " 8 Bf S►'46kW ' W . Q ~ n I O r riv- 2 0' I ,34 'SA9* 53~ g2'.W TIf 1 ~ 3 - 9 66"0.30~~ REF - - 84 . = POlCAN~ 1VASHINGTOa; L~Gi:1~'I~ 410 JE 114 COR M0N: 1°,PCPE 0,1' REF. TNS7RlTNSEv'C N0. 802610094. ~ [I" S 1/»,COR<m0Y. 1 1 jZ- PJPE 1V/CU 1ti'tRE Atv`D I,10N.-B6X. BY:REF. 1NSTR(m2EN"i' \O. - g(r-610094. . w E . O Cfft'1%a COR h10N. l' ROUND HEADED PLV REF. StiORT-PLAT,871S80. ~ ~ 4- 'O FO(iidD Irt`REBAlt WITH PLASTIC'.G1P,10.-706. s O FDtlND 3J8'cor~nurr. ~ TFits print Is made solety tor the,purpose-at asststfng• ~ in locating said premisss• end tfie compF+rry nsaumes eo ,e Focrvo ao ro• Nnit. 2°B[LOW GRADE. . (f8b11~y fOf varietlons, if arry, In drmemgm md d.- rbui€n A.vi_OAD t~\,cjjFn:SpKz. locadaa esceftrted by ecdial aurvmy. ' • ~ ~ - - TAGGART ENGINEERING & SURVEYING , - Licensed: Suite 17-15 Idaho. ~,ONice: ~1Nashington_ --1963 N., 2128 Pines Road Rt. 2 Box:22. Idaho • -1968, Spokane, .1NA 99206 Potlatch, ID~ 93955 T=800•6374074=NATIONAI 1=509=924-9993- 1-208475•0555 ,December S, 1991 . RECOVED. J,ohn W. Ped'erson Planner II DEC 0,6 1991 Spokane-County Planning Department W. -721 •J,eifer'son, 'SPokane, 'Was-hingtcin 99260-01-70 SPOKANE COUNTY _ pLANNIN6 DEPARTMENT Subject: Ed .Slouka''s Short. Plat 89-604 Dear Mr. Peder-son: .Ericlo'sed is a co,py of the proposed sYiort plat= -revised per latest ins, tructions. Is,it.all right to,go ahead and surwey out these lo.ts and file a plat with set-backs.and utility easement_s? Please. call me and leav.e ,a message ii I,am no,t there. Tliank you for your help in ,this tnatter. oery Cruly yours, Photocopg: Melvin Taggart-, P.E. & P.L.S. Ed S•louka MT%ipa. ~ I TAGGART ENGINEERiNG & SURVEYING Mto Licensed: Suite 17-15 Idaho Office: Washington - 1963 N. 2128 Pines Road Rt. 2 Box 22 Idaho - 1968 Spokane, WA 99206 Poilatch, ID 93955 1•800•637-3074-NATIONAL 1•509-924-9993 1-208•875•0555 July 19, 1990 RECEIVED John Peterson Planner II JUL 2 3 1990 Spokane County Planning Department Broadway Center Building SP01(ANECOt1tdTY ENGINEER N 721 Jefferson Spokane, Wn. 99260 Subject: Ed Slouka's Short Plat No. 89-604 Dear Mr. Peterson: Enclosed is a copy of Tir. Ed Slouka's Short Plat 59-604 for three lots. The copy has been updated per a conversation with ?ir. Jerry Sims of the Spokane County Engineer's Office across the street. Please let me know if you have any questions. I believe Mr. Ed Slouka gave you 5 copies of the plat prior Co the last revisions. Very truly yours, 'I Melvin Taggart, P.E. & P.L.S. PC Mz. Jerry Sims, County Engineer's Office i I 1 rtf11•~~ 1- ~ - r - \f /}y~ ~ 1 ~ / A r 1, ° ~ ,~.~i►FII y f `~l1~ ,1 ~ i 1 i . ( . - 1~ ofr' ' 01 • ~ ' I. • ' ~ -PLANNI_NG DEPARTMENT 8fi0A0,war CENTRE BuILDING N. 721 1EFFEFi50N STREET, PHONE 456-2205 :~r .a • . _ SPOKANE, WASHIHGTON 99260 SPQK4NC COLI!1t`! COU'97 NOUSC MEMORANDUM OU,~, . O I~ -Sp.okane Co.unty .Eivaineer Spokane Count.y Utilities Spokane Gounty 'Health District .Spokane County- Depactment -of. Building Safety -Fire 'Protection Vstrict .#1 Trenlwood Iriigation District FROW John -Pederson; Planne~ I~I ~ , DATE: July, 27; 1990 SUBJECT: Review of Final Short Plat SP-604-89~ .Enclosed f nd copies of the abo,v.c referenced ,plat-. Please "review and forward .any- commeni"s ,b.y~ August 7, 190. If you 6ave any questions you may ccintact . 'John Pederson at.. 456--2,205. :Please "di-rect your review comments to J,ohn Pederson. 'Thank You. kc Enclbs-ure c,: Ed Stouka. -N. 5306. McDon'ald., Spokane. WA- 992_16 rev.:. 12/89 ~ , ONTINUOUB COARUGATION AROUNO 9AND 12 WIDE BAM~ ~ pAH ~ STRAP CQNNECTOR NQTFS ~ Q WITH FULGWIDTH f~ASKET ' , ,.r TYPE ~ 8~N0 i RE -CORRGGA~ED 'YPE I BAND MAY BE USEO WITH ANNULAR Op CORRClGATEp IiELiCAtLY CORRUGATED PIPE A ~ ' ~ Up TO IO' OF HEE PIPE GASKEI" ir ~ TYPE BANO '0 10' QF HEAO. . 'YPE 1[ BANC MAY BE USED YVITH ANHULAR p ~ t~1AM6TER DIAMETER , ~ . RE-CORRUOATED ~ ~ 1. o UP TQ 30 OF HE ;ORAUOATED MELlCALLY CORRUBAYED PlRIE -50' OF.HEAD.-QASKVED CONSTAUCTION IS ~ 1 8 ~ B I OHE- PCECE 12 TN ~ C~ 14" iayj ANC ABOYE.FR4~ ,PCECE 12L THROU(#N 34 AND TWO-PlECE 36' ABOVE. FROM 12" THROUGH 68`~ u5E ;a/~" I ~ . OtAMETER 0 ~ RIN~ ETER 0- AING GA SKET ANp tlSE rf ~ 0114MErEFt 12~~ 12 ~l~~ ' 0- R1N~ 6A8KET i _ , ~ ~ „ u ~ u 36 ~04@ tJS~ T owE ~5 ~ ts ~ Nti GASKE7 FtiR PIAES T2'AhiD LA~OER. FRQM `G 4@°1 USE TWO - PIECE BAND Ylf ITI{ SINF.LE - ~ 80LT BAR STRAP ~ IECE n P 18° I8 BAND 1N1TH OQUBI 8AR STRAP HaRDwARE AHa USE TWO - PIECE -WtTH DUUBLE BQLT BAR STRAP Ml►RRVIIARE BAND ~ i' 0.T EACH I.AP FOF 21 ° al~~g !0 T YPE j~j BAND pCH L.AP FOR 54`AND ASOVE. 'YPE JE BAND MAY BE USEC WITH ANNULAR Q n ~ • . •"•L 24 ~ x31a AE -CORRU6ATED ~ORRUGATED MEL.1CALl.Y CQRRU{3ATED PIPE " , , (~I i1p T4 J5' OF HE • 3o x9 ~ND VIEW s ~ PLAN ~4t GE~ENTED OR Vi~ 'Q 35' OF HEAD,GASKET SFiALI. pE DF BkJTT- ss•r~s ~rb--•iiii r ra•~vfus nsrurvr~e_ r~, ~~cx, s• ~ gb° ~ 35" CELL SPOtd4E RUB GAP BETWEEN EHQS OF PIP~ /e t3AS ET ~Y ~ 42" 40~/~ ~ ~ TO THE 9AWD 1Y! ~ ! ~ ~ F P{P Ty~~ ~ ~ Ip I~ JpINT. OR ES ■ ~ 48 46 ~ ~ GASKET T~{ICK~1E PIEGE ~ 0 ~4UfiGER BAND . d 7 !a ~ ~ P L AN BANQ gq ~ g~ y a o~ ACCEPTABLE I ~ ~ ~ r 7HkT PRDVIUES FIJ 60' ~ ~7' ° KI/@ %5 USED WiTK BANp ~ ° S~tALANT STRIp " I BANO o a 12 W QE ~ .4~ ~ . ~o oi~ ~aOLLED END PIPE ~ANO ~ + ~ a ~ + ` O V" RIN4 QASKETS ~ GAP BETWEEM 4 L 2" k 2" X s/~~ p o (TO @E Ll16RICATED 1 p~~~ ~ ~ i ENDS OF PiPE - r CT10N Vi~W ~ TENSIOId STRAP R 14 OAi~E 6ALV, 1• i ~t i ~ ■ ■ ~ i ~ - ~ , Ct~~INECTI~N D~TAIL . ~ SECTION 8 B . , ~ ~ (S! ~+YIH4 5EALANT APPLICATiON } 7/~ X 9 f~ t - - - ~ 11 • i - a • bl~ DIA. P ~ BOL? ~AR i ' IfARIABLE ~ Jp~DIA. P l t~ a1 ~1A. F e T. FOk PlPES 120 OR LES$ !N DIAMETER.THE ~ET TIiICKEVESS MAY BE afla`. ~~Lh I ~ a 1,~ ~ 4 9AHD 5liEET tCCEPTABLE pEFORMIhfG GASKEt tdATERIAL d • ~ CAST L PUNCH FOR ~ ~ ~t ~ ~ BAN .~on~t1ne2 c1u L-if111TY rsat~r ueY ~u ~ MR_ A w M . . - . ~ . _ •r~ f~_~ u.e,,,r~ ~ -WITK BaNa TYPE ~ - RIYET9 WMEN ATTACHIKO 7 H SQUA E ~ RA~ P O~E TA i L ~ 6 ST ~ ~ , ~ , ~ , i ~ ~ . ~ b ~ b , i- r Z!'# 2'/'f 2~1~ ± ' " ~ ~ 1 II I Q 4 $ ~ ~ J I I 6' BAND B4LT,6~4LY.~~~e ~ ~ ~ ~ AST LUG BANI . . ~ _o a K BA R 0 ET~II L x i, a~~s « 12 t iPl JPE yp CAST lU(i PIPE , , ~ (I -84~ OIAM ER1 t SPOT 1NEi,p«R ARC W~LD? ~ 4" 4~ ~ STRAP Tp gAHD ~ ROD R00 , s~rt BOI.T, BA~ ~ A ^ tINO ~TRAP ~ ~ C4NNECTbRS ~ ~ ° 1 4 o I R~v,2.28~75- Ad' sljj*QIA. RDD 120-21' DiA. PIPE N C4UPLER ANGLE , ~a a R . - . 6ALVANIZEa FCRGER ev 2.3.19T7 R i '/g,DIA. A~dQ 24`-546DIA. PIPE 6/,jo1A. ROD Ga' AHQ AeoVE 5TEEL BAR tha SEALAHT StRIP IGA9KETEQ JDlNTS QNLY1 - ~ o *CCAST LUG 6AHD CAST LVG . 9AND CDUPLER aNOLE BAND COUPLER ANOI.E SROT WE~D L{?QP a o FLIFSH WITH ENO Of I# 6~'f FROM EHO QF ~TR~P • HUDOER BANO CORRU6ATED SHEET ~CORRElOATED SliEET ~ S TI ~ ~ D1VIS1 'IR~x6°CARRIAQE 9aLT ~ WATERT . . . E n/e ~X % FLAT i1EAC R~VET r-,- - + . BANDS F p 4 ~ 1- ~ 12"1 ~ IP~ PIPE I 25'/* ~ ~IAM ER) i24-JZfJDiAMET R1 ~ = ~ C~DRRUGI ISE I AI C o 8AR ANO STRAP CONNECT~R ~a ~ p BAR AND STRAP CONNE R BaND TYPE r.~.t. ~I~GA9KET RINO ~ f OQt1BLE HARNES81 ( SIH~LF MARN~SS 1 APPRQYED: ~ ~ ~ , 2.26.75 - AdOid Gooket to Bond fyae ,C~ sECT~o~u a-a CHIEFOF 2.3 . 19T7 - Remared bcnda palvani:inp raquitement ond ~ ~ BAND TYPE ~ Chonqtd drarinq nuee►aar. BAND TYPE STATE a ~ • STATE OF EDAHO REvIsS DIVISION QF HIGH~fVAYS 3,19 WATERTiGHT CONNECTING @ANDS F4R SIPHON TYPE CORRUGATEa MFTAL PIPES SOISE, IDAWO APRf L ,l9C1 AapRnvEa: DRAwING Hti ~ a , NOTES • NORMALLY. PiPE SHALL BE CAM8ERE0 FROM A CifORD TNROUGH THE INLET AND OUTLET INVERTS AN OROINATE AMOUNT EQUAL TO 1'ti OF THE P1PE LENGTH. CAMBER SHALI. 8E OEVELOPEO ON PARABOLIC CURVE. FINISHEO SUBORADE-6_ ' • ROADWAY EMBANKMENT ~ • ~ ~ ~ • ~ IF THE ELEVATION OF AIVY POINT.ON THE PARA90lIC CURVE, ~ • • ~ ~ ~ ~ ~ ` ~ ~ ~ • s s • ♦ 4S DESIGNED, IS MORE TM4N 0.5 HIGHER TNAN THE ELEVATION-' 6 ~ a . • & ! • 0 • ' ~ ~ ~ OF THE INLET INVERT, THE CAMeER MuST 8E RECUCEO OR TNE~ ~ • ~ ~ ~ • ; : • ' ~ s ~ • . • G • . • . • sa~ ' • . ~ ~ PIPE GRADE INCREaSED. • f • ~ ` ♦ ~ ~ ~ ~ ~ • • • r • ~ ~ ~ ~ ~ ~ ~ ~ s ~ • • ~ - ' " - &GROUND TNE GitADE 8£TWEEN T HE INLET AND OUTLET INVERTS SMAL4 ~y NOT BE FLATTER THAN I X E XCEPT IN CASES WNERE TNE ~ o AIATURAI. ORAINAOE GRADE IS IESS TNAN 1 9►.. NATURAL ~`x p , METAL CONDUIT MAY 8E ROUND UNLESS ELONQATION (3x) IS REQUIRED ON THE PIPE SUMMARY SHEET. STRUCTURAL PLATE PIPE SHALI. BE FABRICATEO S•~L OUT OF ROUNO. TWO PIECE BANOS SHALL 8E USEO ON ALL METAL ARCN PIPE E ~ WITH A SPAN OF 43* AND A RISE OP 27' AND LARGER. 3A BEDOING ES REOUIREDDON' EXCEPT PE ABOVE AND BELOW WHEN TYPE 2 OR $UMMARY SNEET. NATURaL GROUND THE 8E0 FOR ARCH TYPE PIPE SHALL BE SNAPEO TO FIT THE 80TTOM OF THE PIPE. STRUCTURL_EXCAVATION OUANTITIES PAY OUANTITIES WILL 8E BASEO ON THE ACTUAL VOLUME REMOVED WITHIN THE LIMITS OF "E' ANO 'F' AND THE LENOTH OF THE EXCAVATION. CQMPACTING BACKFIt.L OUANTITIES PAY OUANTITtES WILL 8e 8ASE0 ON THE STRUCTURE EXCAVATION PLUS THE VOLUME COMPUTED FROM "G~ ANO W. LESS THE VOI.IJME OF THE PIPE. THE VOIUME OF THE PIPE WILL BE BASED ON THE INSIOE P OIMENSIONS OF THE PIPE REGARDLESS Of THE KlND OF - "n p P1PE USED. r. rn. . •.r.., . ~ , . . . ..--r . ~ HAND TAMPEO TYPE 1 8E DDING Rev.12 3-68• Changed Min to Mox. fo► unyieldinq and unsloble moteriols.ond IhQ wor0 Sholl to Mar in the note for unstobte moteriol. oo INSIOE OIAMETER OF PIPE. Rev.3•19-69•Chanqed "D/2 2'Min." to X tor ~T• 1'-0" FOR CORRUGATED METAL PIPE. CONCRETE pipes above and belaw naturol P1PE AND ASBESlOS CEMENT PIPE. ground. 2'-0' FOR CORitUGATED PLATE PIPE. RoV.9•23-70-Changed notes. ~ Rev.2-29-T2-Changed notes. ~W• IHSIDE DIAMBTER OF PIPE 6UT NOT OVER 4'-08. ~ Rer.11.14.197o-CAonpeO noteg. , *TNESE DISTANCES TO 8E MEA$URED FROM INSIDE WALI OF PIPE. OIMENSIONS FOR ARCH PIPE SHALL BE THE SAME AS FOR ROUND STATE OF IDAHO AEVISE ~.3 ~ PIPE. EXCEPT 4S FOLLOwS: DIV I S!0 N 0 F H IGHWAYS ~~n~9 `DIAMETER 8UT NOT OVER 4". 3HALL READ Sep123 • OSPAN BUT NOT OVER 4' e. C O N D U I T Na~.1429. .M *0/2 SHALL READ SPAN/2*. I NSTALLATION ° x- 2' Max. WHEM 0!S 48" OR LESS. 801SE. IDAHO JU LY,1968 ~ X*C/2 MAX. WHEN D IS GREATER THAN 480. , ~ APPROVEO: ORI,WINGN GHIEf OF HIGHWAY DEVELOPMENT D• I2 STATE HIGHWAY ADMINtSTRATOR • ~ ~ ~ ~ ~ u ~ s ' p' 89_ ~ ~ ~ ~ , • - T , ~ • IME aF CQNCENTRATION YPE OF AREA (02 AVERAIGE GRASS COVER .4 1'c Z Ct (Ln 0.6 POOR GRASS COVEFt ' . .31. ' E~ompl8a YALIIES DF • C{~ , L= 1,04d a= 0.0I n'= 0.5 Ct = 0.3 • NAttJRAL DRADNA{3E AREA - .4 ' 4VERLAt~Q FLOW ,15 Te ~ 49.T m~~uies . ~ . . ~ _ 10,0000.0001 100 . ~ . 3.040 ' , _ y I~ . ~ ~ , ' • ~ ~ 0.01 - so f I I + 0.0005 . • I L / + t,OQO 0.m ~00 so ~ 0409 - - ~ 504 f10' r.a ai ~ - ♦ ' (2) za a - Y . ~ - ~ ~ . c.! . 100 0.01 . ro 0.1 . - 110 o.aa i fC,J - I ~ 0.05 T aaI (2) • f 10 0.1 . s ~ - ~ ~ $ - . !~1 • - ~ . L-1-s ' ~r~ ~ •z-,~ ► rJ1 C r' 2 - Tc 1 (s) FIGuRE 3 - ~ 6-5 ` •r ~ ~ • ' , 'Y~ ~ 9 ~p ` ' ~ `~,~i ~JK . • ~~}•I i ~ I'~'; ;•7~ ~ ti~'~ ' ~ . , ~1~~ - c g. a ~ ct ~ ,t~} j• k . ~7}, l~9 : " - . ~ ~ i, ~ i ~ ; i• a ' ' ' • ~ ~ ~ ~~r~• . ~ ~P ; ~ , f l ^y.n~~T_ . ' ~ ✓ ~ ~ ` • ~ - ~ ~ ( ~ ~ F~ ; ~ t f 'r ao ' 20-1 ao pte? . jo pg ° 'M, ET to L , • 0 ~ 'O~ ~ ' , . t ,s ~ ~ ~ ~ ~ ~ •4 - ~ ~ ~,i ~ ~JV 6 9 , r ~ ,N P 4 g ~ ,13 ~AO 6 ~ a ~ , , Q~ ~ - ~ • g~ ~ UA ~~,i~ •oo r.. 05 r ' . Ch : ,o . Q~ +i ~ ¢ ;'r`y•',,~~, ~ ~ ~ ~''t~i. ' 4;b , • ~ ~/r 0.~ ~4 f'-""'.n, . ''~'~,b i< ~4" . r "'z - ~ ~ J ~ ~ 1¢~ . .i N~ , ro ~~~1, e~ • IS Xti -j 7~1 ~ Lio FE. 1:0 - - ' " ~ R.` ,p0~ ~ ~ x' .6- !0 ~ - ' -~.j c, ' ` ~ ~ ~ "r ~ .Od ~ ~9 ,p00 ~ ~ 3 ~ • ~ a Of . 3 _ - 0 ~0 sp ~ ~ a e ~ ~°o~ . ° . I.0 ~ ~jgCH~IP6E' C + ~t~ _M . ~ 4 ~ ~ ~ ~ ' - ~ ~ n•.oi~~ , s 8 T 8 10 ~ , a • ~ ~ ~ ~ . ~ ~+-s-'a"~''' , , ~ . ~r; ~ ~ r r5 = ~ ° ~ ' ,8I.0 6 ~ ~ Q~ Q 0.4 0~~~ , ~ • , ~ ~ ~ : r ~ - ~ ~ ~ ~r ~j ,f r6 , ns.aY4 • ~V a'' ~ ' .y:~ a40 ` p.t7A•~~~ ^/~~p OW ~ _ - - - - - - - . - - - ~ - , . ' ~ ?01 40 J fE 5 9 - Jv ' Ow ~M plp~ a°' 10 •20 -00pNA~ a ~ •o 6 Oro ~ I I ' ~g~ S JO C6 ~ ---,90 - - + ~ 4 e •90 ey *0O~ ~ ~ I(, .o ~ d 6 4 s I r3 f' o Q~ ~ ~ . . ~ ~ 5 -4-n •08 ~ ~ , 06 ~~i• • ' ~ I I I ?t 4 1 ~ 05 ~ 1- CR/TICAL a ~ e~ • o~ ~ ...._.CURVE oo to , . ~ I.O '0 do 'O , •~t~ •r,,'• ~ 'o ~ ~ ' _ ,6 • r 9 ~t 'ob~°ac - I I 30 . .5 /.D ,e ,aptb .o o~ I ~ p .07 .e ' tn 'n O~► t:~~b0~~1 .o4a~ Appt .Da016 _ 7I AD 9 14 -3 4 s0 ~JIO ~ , OC 4d aI ~C 8 it n - DISCNAR6f - o - cfs n • ,01e m Z , ~ ~ .oe 0.1 o.z 0.3 0.9 0.50.6 0.0 I.ons,OtP Z 5 4 3 6~ e ro Lo ~o 40 N _,0 o, d.l ,S .6.~1.8 A ~ P 3 4 s 6 0 ~ PO 00.03.0~6 r . ~ np.or4 ~ , . ~ , . pF- F IC-E OF THE C:OUhlTY EI i I NEER: SF OF:ANE COUN TY, WASH I NGTON i'O: Me1 vin l'acmar t. F•. C. FRD M: Sc c-t t Eq_q.er nA-rE: OLIgLtSt 223, SUFiJEr:T :`P 604_ dr ai naqp-_F+r o,G 1ems The drainaQe e? ,ans submitted t►•-j date fr-or ahor•l: Plat No. SOF'--89--60.4 have n-_A demon st rat Ed that 1. ot sA Etnd BE wi 1 1 nr-t i 1ood du•r Y nq a EXi year rainfa.li evpnt. B=zsed on t-tie potcnti.a.l •fc+F floc-iciing in lots A n d B. an ci t t-i e 1 acFr c-f~.~ r ea t r t con5t rLlc t a h_-m e above t hr- , a a potnnt i ,-_k.1 f 1,,cid e1 @vation (h`IcDonald F'ciad:)@ Ican n--_-t rerr-ommer+d t hat this short plat be approved ias c!trren+,ly pr~~~posed. 7t F;h~~'U].d alac) be noted •that ii_efi ic-if i:hW Heal tFi Distr ic-t Gc-ndit ions of Approval for shc-r t pl at no. SF'-89-604 cannot be sat i sf i. Ed i f i t cannot he demon5{: r ated t h,-.At 1c-t s A and B w i 11 n-:.-~t f 1ood . My drainage review of the site indi.cates that a drainc7qe basin, possibly as larqe as 180 acres, drains throLtqh the sticirt plat site. The s1;_-rmwater rLtnoff frc-m a50 year storm frc-m this larqe basi n CC-U1 ld ~~over 1: oF, Sari sor) (=:c-lad aritl °f 1o-Dd Ickt; s Aand 8 b e fc."re F:► oss a. b 1 y ovEr tc,p pi. n q Macdon ia1 rJ roadan d f 1~.~w i rig i n tc. t h-ie- establisheJ ei1'a1f1c3qE' ditch. The drainave review :-f thxFs site is compJ. i.cated by the exi.stP_nce o.~f old irriUat ion canal s in the drainaqe basin that 31ter thp flow of si:cirmwater throuah the b~.~sin. The irr igat ion canals -;Are no 1onqer maintained and the r emi-jva1 or -F ai 1ur e c-'f t he c-1 d can ats cc-« .l d r• ~su.1 i: i n f 1ood i n fa i n areas that have not eY:periEnced floodinq in mciny years. I based my rev iew on the ccint our sshown c-n l: he Wa•r er f?esour ces St Ltd y Map a a f fhe Metrcipcol i.tan Svokane Reqiori anc! the informaic ic'n sLippl ied in your drai nage p 1 an . F'le,ase contact !ts if you havcm- ziny qUE?St].of15 rpnardirla the drainaqe review cif the short p1at site. CC; %:Ounty Heal. tr IJept. i 1 tl•~,l a~~l~.~~~'~~J r!( ~S~ Q~~~~ cti o J~~ _ z9 ~ P~ _ 4 r- ^ (r- F 77, T~ IjD t= s , ~ r ~.~Q 16~~~~~~%i _ , ~~~ii~;i ~ ~_('aF~~~V~~~~ I I E"/I,'Y~;~=' ~ ~E `•'1--~~''T~y,J~.~, I l ~VD L~IR~ ~ 0 ~ ~ r. • z • ~ Ca ~1~~~~0~,r.. f P , ~.c~ f_% o e_"e.J l~ ~ / ~ 1 ~;`~{T,~I;_S•.,t~'~~'~- ~ 1T~'~~~~°J_'~5J'~~`;t'~l-d ir~ '~'U l'k 11-1 F- ~ Vl ~ Y ~ _ ~ . ..r ti r `41 9 . - ~i ~ •ti'k~~ ~ . ➢ r'~, ~ ~a 9 ~ ~ rj tif .4 ~11l1~ e ~ tl =,4 ~ o 1~' • ,^11 ~ . _ . ~ - 'Di~t=~ o 7"; L,~~~.~'tt-`=_ 02-4 ~~1C •t=S= t Lv a. ~ a u ~ s t . • , L.en IJt't`i nl_`- ~ 4 at•:I 3 i 1 e' ~1 ev a,fi:~ srl ! 'i' t » F°► ~ur-A FluvJ Fr C~~ ~~p a ^ V=- 2,'.37 s, ~ ~I •t= :L . t9 -'I- °F t 6 . ~ 7 ft. /~'!g/~j~ ~L ~ _ 3 t D i:tt.= 1~31 ft-~ L 1 eL 4.. t~r -Et --qd .•jCt- trai C1 7 4 L ~ie~~~.= r =~DE D~-'t 1:i~ - i.:i # - ~a~~~ cr'i c~:'~ cr,-~- ;t',%~• Jze7,00M :f= c 024 So= . 0060 ~C i,. ? Ou L. C=. ~ ~I ow 4J. n ei, `0, ev l.~r1 6 FS evv FY'k ~.~'i '~_7~.~3_'ti'.~e'- o~ts6 ) 5 i~ Q~= 3.27 ? ~ 638, '1' 'l:. , ' ~ c, - ~ ~~y_ •r ~ . ~ ~i~J•!~-r4 ~ `-'~%`v ` , - f •L. - ~L~La. L-t ~ 1~ c~•~ , - 2.60 f t S„ 1 9 'Ft. ~~4~ C5 r ri z e•t 0 • ~ ~ TAGGART ENGINEERING & SURVEY[NG Litensed: Suite 27-15 R Washington - 1963 N. 2128 Pines Road tdaho • 1966 Spokane, WA 99206 g ta c, I 990 1-800-637•3074-NATIONAL 1•509•924•9993 JU42J817? 5 SPOKANE COUNTY ENGINEER June 11, 1990 Spokane Countp Engineer's Oifice YZ. 811 Jefterson, Spokane, Washington 99260 Sub j ec t: Ed Slouka' s Drainage . for Short Plat 89-604 Dear Sir: Attached is the drainage calculations, topographical map, and portiions of the Countg's "Guidelines ior Stormwater Drainage." Please let me know ii you have any questions. Very truly yours, yn,L,~, i aLT~ Melvin Taggart, P.E. & P.L.S. MT/ f ga / ~ ~ ~ . ~ ~ ' . CALCULATIONS FOR ED SLOUK'S SHORT PLAT 89-604 AREA FOR DRAINAGE AREA Drained south ot Sanson Avenue and east of McDonald Road. 873.6' east and wes t 400' north and south (approx.) Area = 400(873.6) = 8,02 acres 43560 Us e 8 acr es fiime of Concentration = TC Formula p. 3-1 ot "Guidelines of Stormwater Drainage," by Spokane County TC = C t [ Ln ~ 0.6 S;j Ct = .15 for overland flow L = 873.5 in length S = .0195 by calculation TC =~5 [ 873 . 6(4~ 1o. 6 v'. 0195 TC = 16.42 minutes Use 16.5 minutes I= Intensity from graph Fig. 3, p. 6-3 =So = 2. J ~"/y~ I = 1.3'/hr Q= C~IA where C~ ior rolling pas ture .3 Qlo =.3(1.3) (8) • 3 X G~. 3~~ ~.S. ~ C'l~3 Q = 3.12 CFS - . ~ • - - . _ ~ . . _ . . i - Ed Slouk's Short Plat 89-604 Page 2 of 3 SUB-AREA Lot area ilat pasture ior short plat acre/dwelling unit from chart on dwelling units/acre shows coeff icient = .25 10-year graph 2"/hr, p, 6-3 ~.l•s, q= cIA Q Ev~G o/%Q ~ Tf/~•~J C~~i~~~/~'Co~d "C 3~ J~.~,~~J v~J 25 I = 2' /hr Area = 258.4 x 234' Area of 60,465.5 sq it. = 1.388 acres Q = CZA = .25(2) (1.388) Q= 0.694 CFS without houses, etc. Est].mated 10% of area to become impervious with houses and driveways. This would add approxianately .07 CFS to the flow, or for the 8 acres it would total 3.19 CFS. ~ The area is drained by one 24" culvert with an inlet elevation of 2002.7' ~ ~ and an outlet elevation of 2002.6'. See Fig. 19, p. 6-47 for 24" corru- ~ gated pipe (CMP). o• ~ 0.1' drop in 24' = 0.004'/ioo t Es timated de th of f low, 0.9'4 SuiBM~ 4 ~C~IGL S~~'~' Ms~A~01~* 1 p Discharge f rom graph = S CFS BMtA v,J ~S~ ~ys~►,~,~ I~S~'L r-Lr At the present ti.me one 16"± inlet with an 18" outJ.et drains across Sanson ~ Avenue. This is just east of the intersection of McDonald Road and Sanson Avenue. It has an inlet elevation of 2005.9' and an outlet elevation of ~ ~ 2004.7'. The drop in elevation is 1.2' in 24', or slope 0.05'/foot. This drop is above critical curve for slope. See Fig. 19, p. 6-46. Q „F. ,tl iJ h Q Assuming the flow depth in 16,~- CMP is .37', the discharge would be 1 CFS. See gra ph tor 15" CMP. ~y Adding the discharge fro~n the 16" or 18" CMP across Sanson and the 10-year ~ v S? maximum expected flow trom the 8 acres south of Sanson Avenue, we get v ~ 1+ 3.19 = 4.19 CFS. of Y 10 /l Sanson Avenue has an elevation oi 2008' and would ct as a dam ior any run- ~.1 otf over those shown in the calculations. The two " culverts west of the ~4 intersectioa of McDonald and Sanson would start to drain the water behind S a n s o n i f it r o s e t o a n e l ev a t ion of 2007.3'. This acts as a relief valve for the water north of Sanson Avenue and diverts it around the proposed short-platted area. In my opinion, the ditch on the north side of Sanson Avenue should be opened up on either side of the e,xisting cattleguard in order that the ditch could carry the water. Ed Slouk's Short Plat 89-604 Page 3 oi 3 RECOMMENDATION ON THE DRAINAGE SYSTETt A. SHORT TERM: 1. Add 4' extensions to the south side of the culverts across Sanson Avenue just east of the intersection with McDonald Road. 2, Add concrete aprons on the inlets and outlets so weeds, grass, and debris will no t clog them. 3. From the outlet of the 24' culvert, the lateral ditch should have a constant negative grade to the main drainage ditch. p 4. A drainage ditch should be dug inside the existing £ence along ~leT~41G McDonald Road from the culverts across Sanson so that there is a constant negative grade between their discharge elevation and the inlet elevation of the 24" culvert. This could be dug 4" deeper than required, lined with Visqueen, and rocked with 2" drain rock. B. LONG TERM: The 24" culvert could be lowered .5' and the drainage ditches resloped for a constant negative grade. Enclosures: Pages 6-5, 6-46, and 6-47 oi Spokane County "Guidelines for Stormwater Managemen t . " Topography map of Sanson and McDonald intersection. Reference: Slouka's Short Plat 89-604. - ~i~'I,~• sw~l~l 1~ 0°j4LGS SNt~c.~i,~G -7~f~i~7' y7fS 4RA1A.iAGt A~fCE1 Atv" Wig jW r 5wt of rrt. ,o,P.vot,d wt i.t, AvA.ia ct THE )95fS,.r, 11y'0 cOnn 10G Vy00460 rml sAtiaoa cAeL".~T64A* Ftv~.,~ A44 Yft s-7000 A#V.A►*nA f#& -44-s,r.-Of so►&&rN i~~ 1i4~.~v.✓, z~ ~ts ~d~nM c,~~~ ~ia7A~~✓ ~L ~so ~`'~!.✓w /vN~4~ w~~~ 7NL AJ#170L 50A.W.4Ll lGt d~i~.✓ QZ Shb► aJ Gt.w 0 71 vT ~ ,o i. rcll 40 ~i9i L e-^✓ I. ~N~~- l~~s/~/L t ~f' ~~~SS SL , ~ 1! ~ r 1"RGGA'R1C FNGI.NEERf~~G & SURVEY1NG License:i: Suite. -17-I5 Idaho Oiflce: ~Vashingtc.,t • 1.963 N. 2'128 Pines Road Rt. ,2 8ox 22' itlaho: - 1968 Spokane, WA 99206 PoUatch; ID '93955 1•80ab37=307,a-NATIONAI ~ 1-509;924,•9993. 1-208475•0555 , J=e 11, 19'9,0 Spokane County Eng-ineer''s Of-fice i1. 811 Jef f erson, ' Spokane, Washing:ton 992'6_0 'Subject: Ed Sloukii's Drainage for 'Shor-t Plat .89=604. Deat Sir : Z ~ ~ At-tached is the dra~inage calculat~iori~;` topog-raptiical map, e ~and ~.po,rtions .o'f the County'~s "Guid'elines. for Stormwater Drainage." P-lease, let me know if ,-y,ou. have •any question"s-. Ver-y .tiul-y y,ouis-, - ,I - Mel-vin ;Taggar_t, R:E. & P.L.S. MTjf-pa, ~ 3 tw T 5 f e',Le 2qTE ,w,•. • ~r ~ ~ ' ~ yJ,' r' +i ~ n~r, " t' 1~ ~ + w 4• ~ , ^ ~ , Kx ~ ~ `~L ~ ~ ' t~ :Z ~ ~ ~ ~ W~ I~','~ ` ' ~si . M • 0 1. i ~ ~i ~ y' , ~ ~ ~ IN~T ~ ~ ' „ ' t ~ ~i 1 1'` o , , 4 ~ ' ` ~ ~P . '.1. . `f~ ~d 7 f~ Y ' b . . v ~ . r~, ~ b ~ ~ ~ . ~ ~ 0' ~ ~ FE~~' ~ s S~ ~ ~I~ . , 'P ~ f~pV~ a io v ~o ~ , _ s ~ ^ ~--Q~Pts' ~ s.~ ~ ~0 `"~.,-1 ~p~~ ~ p _ ~ ~ p ~ , o , ~ , _ ,r,..~ ~ , _ , •e♦ 0 , 10- 0 ~`"--"'w`~ s' ~ ► . _ h O~ ~ " e„ 8 ~ ~ai . 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C ao' 'oA°~ . x ` o~ ` a~ + • 0 . ~ s ~•.D+S ~ + ,o Cjd ;c~o+~ NAR+~F f ~ ~ 6 r e 10 r I ; ' : 1~ ~ , a' a no .0 P e~o y Y ! 4~ , ~ 04 0.50 .~~Q ti .On o'i /t~~ o ~o ~ •y •.0 • • . 0~1bl7W .r. i ~ - •r . ~ , ,~a _ .syae~~1.-.~ r r '-=s'!,:: r; ~ , . w a ~ Tll.__ )F CONCENTRATION OF AREA • , - - . _ , . _ • _ xwcRAGE SRABS COYER - ~ POOR GRASS COVER ,3 • 1 ~ ' - T`t Tc a Ct (Ln Q6 ~ vaLuEB OF ' Cl • . - Exan+ple: • ~ ~ L s I,OOp' sa 0.01 n• G.s Ct s 0.3 - NATURAL ORAINAGE AREA • ..4 , OVERLAND 'F'LOW y .15 Tc s 49.7 n+inutes • ; . ~ 0.0001 ~ 100 ~ ~ • . s,ooo ~ i o.o1 so ~ . ~ . - / ~ 0.0005 . . ~ / 40 ~ . . I ~ ~ • . . ~ , . , .0e / ~ _ 1,000 0.OCH 00' r ~ ~ R~ • o.a~ ~ . ~oo ` . i.0 • ♦ ~ 0 / ~ -j(2) 20 ~~~1 ~ o.s ♦ . ~ ~ 0.003 , ` O• e•~ y . ~ ` • ` y ~ ' • 100-- 0. ~i 0 0.1 ~ {.0 0.05 SO (Ct ~ - s H . ~ 0105 . ' (A (2) ~ a ~ ~ ~ - - : • U - ° ~ . . . ~ - ~ _ , ~ • d ' - _ t H . - . = ' ~ :~e ~ ~a 1'_ ":r , a ~ `{;_'__c-.~.1 , i7~,•'i._. ~•'a:~_a. ,b .~L.c ,'i~ j - .~,:.1!`' V ! ' - ~ • ~ ' . , ' ' SZ~ , ~ •.~il"' ~ .~~"15~~ ~ i~_ •K; • ~ ~ i~ ~LY.a ~ ' ~ ~ - • Q:~ ~ ~ c:i.~ v ^ - ~ , t,.. - ~il. ^y r'; ..,.5_ ~ ,~.1 ~zai:^~, ~ -!"LY ►.i ~ l'a'1 r r-.Y. ~•r~ ~ Fs., A~I~t3~~~'~"13T:'~ h-., i~".2'~-ar.. t. s f.~ ' ~ ~ • a i~~~~ .,1 o "~l`'1'. -~CT~~'.sbs~»-..:%~~f~~,'r"~~ ' l~,.Zi:~i ~yl'~4''~1:: yjKi:*S~~~A~'!~~7'~~.:.Jlf?'r~f~~~~,~jS~R~."e~PlLM`~~'~ v.~,.i+~i~...~'^~"~''.~a ~ `a ~ , . ~ . ~ - , a"-o . ~ h~_-;a y ~ - ~ ~ , ~ _ - - v<.`^~tf•,-.-t~ f ~ ~r 1 ' t f 9 ~ ~ • L tJ° l Te 1 d+ 3 ~ , ~ _ . 3 I F,ROM, ANGL_-_- - D Y ST NOR,;, EAST TO _ SF E,04 E►`lock Bide;l i-ne 7/20/90 AUTO IN.VERSE STA RT 3.199. 73373 1 856.,33855 7 7 INV S 0 01 48.0 E 209.. 0000 -?99.0. 73375 1256.41759 8 '8 I'NV N 139 42 23.0 E 400. 00,Q1Q1 2992. 78353, 1.656. 41-c^34 9 9, I NV S 0-0118.. 0 E 4-16. 8-300 2575J. 9535& .1;656t. :56996- 10 1 o I NV S 89 51 46. 0, W 538. 20O0 2574: 6645,8- 1, 14 8. 371.51 11 . l:I1 T-NV (V 0.03 30. 0 W 75-0 00fA0' 2649-..66455, 11'18»29515 1t2 12 I-NV :S 89 5,1 46. Q W •9!L 0000 2649.-43702 1023. 29542 15 15 I,NV N 0 '0'3 30.0 W 524. 1.10iZ' 3178.54675 1Oa2.75673 16 RAI}IAL S 89 56 30.0. W ~ -DELTA 69: 45 ,53. 0 RT -RAD I.US 20.0000 TAN 19. 9.180, ~ L.-ARC 31.3138 RAD Y,AL N 0 1_7 37. 0 W "RR° 3179. 56711,11 .1 042'. 75672 i 7 , 16 CHORD N, 44 49 86. 5 E '28. _2~261 '3'19'8. 56685 1042,: 65423 1'8 TAN@PT PI 99 42 23. 0E- 1'8 I,NV iV' 89 42 '23.0 -E 2,13.6800 319,9-.66184 1256'.3.3-142 19 LAT & DEP 0.' 071'89 0.00713 19 HCLOSE N 5 39 51.0 E0. ;0722= -3-1-99. 73373 1256 . 33855 7 ,PREC = 1 TO .34718 Area = 305026.33 sq ft 7.00244 ac ~ FROM A1VGt,-;.- ,_D I.ST NOR :EAST TO i, ,SP 604 SE -1/4 34-726'-44 7/20%`90 AUTO I N V E RSE START 1o00.; 00000 1000,. Pl00O0 1 1 T NV N' 003 30.0 W 26,32. 43,00 36.32. 4,2864 997. 3119~ 2 ~e INV N :89 4c^ 36.0 Z 2662.7200 3645.9,0582 36'60.00579 3 Y NV S 0 00 =22. 6 E 26,41. 1,596 1.004. ?4628 3660.29577 4 4 I NV S 89 53 '52. 0 W 2660. "3000 100060Q+O00 !000. O00O0 1 1000..0~~0@ 1'@0~. @~d~@~ 1 NO CLOSURE- ER,ROR~ Area -7017816..81 sq ft 161.10691 ac F.ROM RNGLE D.IST NORTH- EAST TO SP604, Pl-at Boundary. 7/20/90 AUTO IIVVERSE START 3198.51114 1017. 761.69 6 6 INV N:89 4,~'c 23.0 E P36. 5800 319.9., 7337•3 1,256-. 33855 7 7 I{V.V S 0 01 1-8. ,lD E 209 . 000Q1 -2990. 73?75 1256 . 41759 8 8 I NV N 89 42 ,23. 0 ,E 400. 000-0.29.9k2-. 78353 16,56.4 1 234 9 9 I NV S 0 Qtl 18,0 'E 416..8300 2575. 95356 1-656-. 56996 10 1@' I NU 5 89 51 46: 0',W 538. 2000 2574. ,66458 1218. 3? 1-51 11 1;1 INV N 0 03 30. 0 W 75.0000 2649..i66455 111B. 29515 1•2' 1-2 INV S 69 51 46.0 W l0id. 0000 *,D649. 42505 1.01,8~ 2-9543 1.3 13. I NV N 003 30.0 W 549. 09.0,0. 319.8. 51476 1017. 73G4@ 14 - - LAT DEP -0. 0Pa3E2 0-. 0c^529 14 NCLOSE 5 81 50 42: b- 'E 0.0255 31:98. 51114 1017. 7S 1-69 6 PREG ='1 TO -96918 Area,= 307873.60 sq ft 06781 ac, i . _ ~ TRANSAMERICA TITL O INSURANCE COMPANY S~~ 1~~ North 72 Argonne ~ Spokane, Washington 99212 Prepared For: Order No.: BS-151574M Edward Slouka Certif icate for Eiling Proposed N. 5306 McDonald SHORT PLAT NO. 89-604 Spokane, WA 99216 Charge: $125.00 Attn: Ed Tax: 9.75 cc: Spokane County Planning Total: $134.75 cc: Spokane County Engineering cc: Taggart Engineering SHORT PLAT CERTIFICATE Effective Date: June 11, 1990 at B:OA a.m. In the matter of the short subdivision to be submitted to Spokane County for approval, this company has examined the records of the Spokane CountY Auditor's and Clerk's offices, and the office of the Clerk of the United States District Court holding terms in said county. This certificate is made for the purpose herein specified, and is not to be used as a basis for closing any transaction. Liability is limited to the amount paid for thig certificate. From such examination, the company hereby certif ies the title to the following described land, in said Spokane County, to wit: Those portions of Tract 107 of PLAT NO. 4 OF WEST EARMS IRRIGATED TRACTS, as per plat thereof recorded in Volume "O" of Plats, page 52, described as follows: LOT "A": COMMENCING at the Northwest corner of said Tract 107; thence North 89°42'23" East 258.60 feet to the point af beginning; thence South 00°O1'18" East 234.00 feet; thence South 89°42'23" West 119.24 feet; thence North 00°02'2l" West 234.00 feet; thence North 89°42'23" East 119.30 feet to the point of beginning; EXCEPT the North 25.00 feet thereof; LOT "B": COMMENCING at the Northwest corner of said Tract 107; thence North 89°42'23" East 139.39 feet; thence South 00°02'21" East 25.00 feet to the point of beginning; thence South 00°02' 21" East 209.00 feet; thence South 89°42'23" West 114.23 feet; thence North 00°03'30" West 189.00 feet; thence along a curve to the right whose radius is 20.00 feet, interior angle is 90°14'U7", a distance of 31.498 feet; thence North 89°42'23" East 94.30 feet to the point of beginning; (continued) Order No.BS-151574M Page No. 2 LEGAL DESCRIPTION (cont.): LOT " C t' : Al l of said Tract 107; EXCEPT the East 200 feet thereof ; AND EXCEPT the West 200 feet of the East 400 feet of the North 234 feet thereof; A-ND EXCEPT the West 200 feet of the East 600 feet of the North 234 feet thereof ; AND EXCEPT the North 25 . 00 feet thereof ; AND EXCEPT the South 75 feet of the West 120 feet thereof; AND EXCEPT the West 25.00 feet thereof ; LOT "D": The South 75 f eet of the West 120 f eet of said Tract 107 ; EXCEPT the West 25.00 feet thereof ; ALL Situate in the County of Spokane, State of Washington. VESTED IN: EDWARD J. SLOUKA and ROTH E. SLODKA, husband and wife. EXCEPTIONS: 1. General taxes, as follows, together with interPSt, penalty and statutory foreclosure costs, if any, after delinquency: (lst half delinquent on May 1; 2nd half delinquent on Navember 1) Tax Account No. Year Amount Billed Amount Paid Principal Balance 46344.0303 1990 $ 295.66 $147.83 $147.63 Af f ects Lot "D" 46344.0307 1990 $1484.90 $742.45 $742.45 Affects Lots "A" , "B" and "C" 2. Assessments levied by Trentwood Irrigation District No. 3, together with i.nterest, penalty and statutory foreclosure costs, if any, after delinquency: Tax Account No. Year Annual Billinq Amount Paid Balance Due 46344.0303 1990 ~ 12.23 $ 6.12 $ 6.11 Affects Lot "D" 46344.0307 1990 $477.07 $238.54 $238.53 Affects Lots "A", "B" and "C" 3. Liability to future assessments by Trentwood Irrigation District No. 3. (c_ontinued ) Order No.BS-151574M Page No. 3 4. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: Trentwood Irrigation District No. 3 AND: L.F. Hennett, et al DATED: October 10, 1919 RECORDED: April 23, 1920, Volume "0", page 106 RECORDING NO.: 587399 REGARDING: Connection to water main and electrical and payment of same. 5. Reservations contained in deed, Spokane Valley Land & Water Companv, a corporation, Grantor, recorded on October 31, 1916 under Recording No. 486126, as follows: That the Company hereby reserves, and the Purchaser does hereby grant unto the said Company the right of way now or hereafter deemed necessary by said Company for the construction and maintenance of all canals, flumes, ditches and lateral ditches of said Company, over and across said above described land for the irrigation of said land, as well as other lands. 6. Restrictions imposed by instrument recorded on October 31, 1916, under Recording No. 486126, as follows: That the purchaser shall not erect or place or permit to be erected or placed within 50 feet of a lateral ditch or canal of said Company, upon or near said premises, any stable, stable yard, poultry house or yard, water closet, privy, cesspool, manure pile, or any enclosure or structure or condition productive of offal that might befoul the water of any canal or ditch belonging to the said Company. 7. NOTICE TO THE PDBLIC AND THE TERMS AND CONDITIONS THEREOF: GIVEN BY: Edward J. Slouka and Ruth E. Slouka REGARDING: Agreement to join and participate in the formation of a Road Improvement District or any road improvement project sanctioned by County of Spokane, and not to oppose or protest assessments therefor. DATED: December 11, 1980 RECORDED: December 15, 1980 RECORDING NO.: 8012150141 AFF'ECTS: Lots "A", "B" and "C", and other property 8. Potential liability for assessments levied by Spokane County Utility Department for the Aquifer Protection Area. To verify, call 458-2538. In order to make payment, account number is necessary. (continued) Order No.BS-151574M Page No. 4 TRANSAMERICA TITLE INSURANCE COMPANY %~~p7,~ C~' by• . Bernie J. Stacy~ itlefofficer For Service on this Orfler. Call: (509) 922-2222 NOTE l: Property Address: N. 5306 McDonald Road, Spokane, WA 99216 as to Lots "A", "B" and "C"; and N. 5222 McDonald Road, Spokane, WA 99216 as to Lot "D". For verif ication of address, please cal l the City Public Works Department at 456-4300 or the County Public Works Department at 456-3675. 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' - - " . , • i . ' • ' • ~'.....r. f ' _ . . - ,i.. • _ ~ 530 ~ri:ti614 ~ - ' eol::t:,ol~ll ~s~s~ 'aoan NnrtcE- To niE Pueuc ' The undersigned owner. their helrs. grant'ees and assigns, hereby.agree to join 1n the lomation, ot a County 'RoadAmprorement '1listrict ~(RID) pursuartt to RCM, 36.,88. at such tiRe as a di5trict nay',Ue ,formeG; or any I Road lmprovement ProJect sanctSoned by Spakane Coi,nty..wh"fth, inval.ves the fol'luNin9',4escribed property: Blcck-207 Qf -Yl Fo.. 4 f d::ST F,+MG IRRIGATED TRAGTS,_.AD pei 1)16L thoroot -rocc e_ - n o=a 1191 o 1'ate. paga 51, 'in Spokine 'Courity, ~oeZiiAgton, oi:uaf lu,~~eocica ~Townahiy 26 Aor:2~i 8ne~go.;44r ^,.i1:ii.I ERCEF~T'tha fiortib .14' foot,'&%nd' tbe Doe! 20 reoti dND SXtEPT ~tIIe~E~it ;2Q0 feot ~ A2TD ElCCEPT Yest 2~0- teet of tho.Saat 4~_ =out o! 'ttic+ Nortb 234 ` teet,:"S7tGEPT tho Mo:th 14 ~ loet tb~eroof I. ~ AI30 SXCoP'P tDo Saot 100'• Peot ot "tho' ldeo! 120 teat; o! !De -5ovth.,75 faot: ' - ` - . Oaied_~Ae e~ 11~ 1Q$Q X ' , : t X i E •.~~_-:~''t4N ~ ; . )ss ' _ _ t.~ ..=w.•wi t,r,. 1`# :G .r,►j~~ rtr j.•rti.wylly d~l.•~r.•~ ~ . . , . _ . _ . _ . ~ : .u - - . . . . . , -Vi.',;~ .e ~G instru- 1 : , ' v' ~ :+-'e irze ancvoluntar.y act and~Qeea for ~ ' i . t ~ , . . . . . ~ . . •!~n ! _ > i ' f 6 0 0 t' s i 0 { ~ ~ y. 687399.r'r:, 411I9,,AGjEnSElIT, 3dede thie lOth. day c :oD@2'. 19199. between AGREE1MiT , rentwood Irrigatiaa Die6r~iot, e mnniaipal ___,)oraLion. 'party o! ~ Eetwean . the tiret part, boreinaPLer ealled the Irrigatioa Distriot. and Trentwoofl Irrigation , the underelgnod ,ownere, ol,land to be afteated by thie egreement, ~ Dietsiot. Dsrties ot the aeoond part.' hereinr;iter oalled pzoperty°oaaere; And WITAh'SSLTn; That ti7harese.. irantwood Izrlg9tion DistrloL le O L. F. Bennott, et al. the owaoz ot a-pumping cisat. tank ead diatributing syeLem fos t P11ed-Apr.18,1920 the purpoeo ot pucnping ana dfatriAuting arator wiLhfa the limite 11-42 A.M. of the Trentwnod Irrigaticn Diatriot, end is aleo the owner ot RBq-Fzank WelSoa. a pole line witb the neceeesry wires for the diotribution ot . ~ J.A.StewRrt-pndiLor eleotrioity in asld dieLziot end hRS e coctrsot for the puTOhseo L. E. Wqland-Dey. . of eleotric ousrent aad !o furniehing light aad power to the Recorded-Apr.23.1 20 reeidente of snld distric6, aad - Arnold C.Hintz-Uep. Vf►herese the . property owaere whoce nemee are•eigned Lereto Ltail Raq-322 . , deeira to ase waLes lrom eaid dietribnting syetem sDQ eleotrioity J Huttcn Bld'g. Citq. liom.said eleotrio- eyetem af, the eaid dietriet.. 0 N01r1 THF:RIsFORS in oonsidesa6loa oi the mutual covenante and ~~~,••~o agreemente hereinnYter set torth to be ket aad rar.;r.r.vsv... P pe stortnod Dy osoh oi the yQrtise hereto. IT IS AGREF;D by Lham aa tollows. Lo-ait: (1) The zip,Fite, obligsstipne, dutiee and pzivilegee o1 the prapez`y ormeTa ahall spply Lo thoee wlto siga this ogroomont aad tdYOOe who entor. into eisil.gr contracte xith the Izrigntloa Di atria t. (Z) The praporty ownere agroe that they will. et theiz owri coet.and expQnee. ~inetall a aysLem of pater maine trom a oonneotion.wlLb the maine of the Isrigation Distiriat at eome. palnL on the narth line of irantWOOd Ozoharda, euoh poinL to be seleated by the Irrig9tion 9istliot, Lo euch pointe;as will conventently iand eoonoenian11,V eerve eeCh and ell ot the g,gr- tiea eigaiag thie agreement nnd iatervening lsads. Su,eh water maiae ehall De eoneLzueted of eome perngaen6 nM terial of q Lype and olaaruater to De approved by the Irrigation Lietrict and ot ourllaient etreagth Lo preveat leakage nad wnste. Who pipes s1na11 be ).9id to a nepth eufY3- e4ent to insure proteotion fzam iroct; the joints shall ba carelull,y and tightly msde, er,d the whole ehall be 8one in a good and work-a9nlike rnasnez. The property,oamere ahnll algo MRke ecid - pn," 4or the connQation with the mqins oP Lbe Irrigation District 9nd shall install st the pAint o f eorueectlon g vnlve wi tb out-ofi hox ruaning to the surYaae, whiah valve ahall -be et nll timee undet tho aontrol of the Irrigaition Dietriot. (2) Iacdivlclusl ooitneotione v:ith the vs3ter mgine ettall he maile sad peid for ey the pzop- osty ownere served, bat ehall be mnde in sooordanoe with the rulee md LnsLruatioae.ot the Irrigation Didtzict an8 in vuob msnner as Lo raake a Llp,ht end raon-leakable jaint. Ati the yroperty line, or eom4 other point on enfS ootmeotion, tbere. ehp,ll be ineznlled a cut-mit box and valve to enahle it to be operatnd Prom the anrface, whioh on6-aft box ohall be undor the exclueive aontrol of the Irrigation Distriat. or of eome proDerly conetiL•uted anthority oi Lhv prnporty ovuero flelegated to auL afr wstor .eervice in eaQe of delinqneney in natez rente, provided L6nL lY ciceh porean suthorised to out oti the waLez done ao: do eo. - thea the lrrlgntion Dietriob may aot. . . , (3) Tho domegtio vm Ler service ojetem and the elootrio light ayztom hereirvifter provided ior ehnll be opezated by the Irrigation DiEtriut snd nll propezty ovrnare eerved theroby will coninrm !n the uee of ssid aratez aooor8ing Lo rulee and reguletione prepnaed by thA Irrieation AteuLriet 9nd Ihailure Lo observe suah zules will bo svfticlent a►qthority foz the IrriRqtion Dtstsict to oat o:t the snnp2y o: water ta such oftending property ounfl r. o= to teke euch othor aatian ae may bo necveeery to enroroe ita rulee. , y (4) F.ach of tho pxopesLy ewners beeoming a yarty Lo this agreement ehall, bogituning Jqn- unry fixct, 1920, aad oa ,Jauuriry Yirat ot each yeos tbereatter forever, psy to the ri'rentwood IrriVtion Dietr4eL the eura oY LwonLy-live ($25.00) dollare pez enuum; suoh peyment to De !or the euooeeding y-snr. Suoh p9yment oha7.1 entitle aueh pzoportq oAner to rmtar duzina euch year. :uch wraent shnll entitle .L6e properLq ovmex so payiug, Lo ene oonneetion aritA the. xater main. noL grester thm three-iourthe (3,4) ineh in fliameter to his premieea. Thie pqyment,. ehnll be ~ due whethez euah Lract le earved vi1Lh water, or aeti, and zegardleaE oi when the conneetieqe ure ande, and AiLhout zegnrd to tho number of aores oontainod in the trac6 oi land oparetoQ Dy xhe ~ arnrrrty Avsner, and oACh proporty. ewner agrecs LhsL ho will uee the ncintos tspm aaid c,alne tor hou6ehald arzd dorttestlc uce RrW ror laaa puzpoaeu on]y, aaid that hs wil2 not use the same tor SzrigzLiAn. ~ (b) Snc►uld edditional ownera oP land de8lre to bQaome parties to thiL contraot end Lo ~ eoquSze water tlnozeunder, thsy eh811 tirEt pey Lheir pra rate shara of tAe. aost to..tho other ; property ovrnQre an the -aain water.line on whicb they nso locgLed, eo thst eseh oamor servod fiom euQh main line ahall nt All ti;neu hnre the sacnQ origiaal 1uveELment foz indtallation. DuL auch euhsequent propasty ownorB rieed aot pay iraterest on the lnvestment oS t1le ariginal oaners, nor aeod they pay aqy part oY the ennuul rentnl ehioh Lhoy heve praid for water. Por oxample: , 4.:elln ~70.2 hne iive tzaote. "A" peys the eatire oost of pattiag in Lho -3ain to his traot, and there are tour bravte hatwean hie 1wtd qnd the poinL ot origla of the mRir,. lt "B" afterv,ards taker wBter, he peye ane-hnlf oP "A' o" ozigiriol cost. I: "B" gnd "C" tafie Rater tlaeq oaoh pay one -ttnlyd Of "A' 8" OOBt, ottt • , I2 maise ara hereafter extended from termigale the whole coat o2 inetellation ehall be borno bq thoae eerved_by the new main, but tDey ehnll have the rfght to conLribution lram those Kno afterarard eonneot pitb the partian oP main eo aousLructed. . , (6) All repaire, rnninl,enance or replaoaments of any part ot the woter oyoLem oz eleoLsic s;sten within the provieiane oP tbie agroemont, eha21 be maee by Lho Irriggtioa Dietzict•and DsiB !oz in equnl ehnree by nll of tho cropertq owaers serve8 by suoh saia ar oleotric ayetiem whieh reRuires euch rejraire, mainLeaaaoe or replRCeosnL. . o (7) NoL more thnn one dwelling houee shall be eerved witb xater lrom aaq Hatez-oonnoation, exaept Ritb the permission oi the Irsigation Dietrict, aor ehall propeYty owneYS aezvp8 by vgine permiL othor prApesty ownere living a$jacenL to take aroter fros their wateT pipee; it heing the intention or thia olauQe to require oach.Droportq ownar pho oan De eerved b, tbe. mnine to mske aaaneotiona sad pey the rentgl eo that all osa be made on an equal Dnsio. (8) Tha property orrnere agree that they aill at their owa eoet and expenee, inetsll a systen af poleo and eleotrio wiring lra9 a oonneetion with the wisee ot the Irrigetion Dia- L=fcL nt ecme paint to be selnoted by the Lirtrlot, appraximptely on the nortih line of Trerit,- ^'nnrl nrl•1-1rel'+ n" r1nLlnd t>n nlirh iznliltt1 RtD WS 11 rnnvett1lnnl.1•~ ^11r1 ~~~•:^f.,►^ti1•^ . 1 t- a , of -LDe psrti- pning.-LDid-ngreemeatt and lnt6rvening 'l,aa! Suob poles and wira ehall be conetruoted o, a materisl• und in 43uoln mac1neY * ee to ina% Lfe oporaLion nn$ psevent loea . irom leakage ot aurzonL; the method oi'coneLinotion anfl OWeriots =o be need ehall be approoed ry the irrigstion Dietriat. The prope:ty•orvners ehall ~tho point ot oonnection with the linos af the Irrigntie~n Dietriot ineLnll the nuoeeoar~• ou oft box end owiZehne with loclee mnA enq 0thor oleotrioal epparatue-reQuired. and if the'Irrigation Distriat deeme neaesnqry. ehalt inotoll a meter sL esid point.- 'The switob nmd meLer box shall be looked and ainder the sole supornioion of the Iriigation DieLriot. - (9) Individuel oonneo+iona with the eleotria wiring eyetem ehall De mado by nnfl at the aoet ot the propurty owner served by eaob oonneotion. It ehall re macle eocordiag to epp- rovecl msLhoae ot eleotrio wiring and oonneationa. and under rules sad irstructions ot the Irrigt+tion Diatrict. 6t somo-poi'nt on the psemiseB of the pzopozLy awaes eorvafl, he shall place at hie ovm ooet and sxpenee, e bater ot fozm elae and•make to be appioved by the Irriga- tion Dietriat, ahiob eball be qoeeegible at a11 Licaes Lo the Irrigotio» Diatrict, its sgente and emplayeee and. the propurty owner terved ohall pqy for eleotria eurser.t, llght gnd powez nt the ratee prr k.w. hous Ahicb,the isrigatioa Dictrict pay8 for aoid elFObsie ourrenL; eucD coat6 being. et the time of eigning thie agreemenL, t-5.36 per Y.a. per month. Tho IrrigqLion Dietrlot ehBll maintala. repgir aad roplnae arW portien of Lho elecLrioal rrsine served under Lhie qFtzeemonL and the oost LhereoY ehall De dlvided amang the property oa►ners served from eueh 1AgiAII pro rato aacording to the number of peraona oervod, cucd the Iirigstion Diatziot mFLy render aills thereior at such timeo ae it msy see fiti, whieb bille ahall De torthvitth poid by the proDorLq onnere. Proyertq ownsrs shnll pay tor electric current ased acaording Lo motaz measnrarsent. aad Dllle therePor msy be rer.derod by Lhe-Irri- gation Diet,riot ae suoh es it eha11 be most oonvenit,nt to it, buL at leaat onae in each year. (10) After eaid eleetric caaine are inatelled ehoula other propsrtp owaore a1Qng the licaee oi euah maine or eW extensions Lhereot doslre to abtain eleotzic tuzren6 from euuh :ralze they ehali bo raquired tio pay to the property ovnere who instsiled eai3 elnetric mains la the eeme mqnner ae le proridod Yor herein parAgreph five ae to water msine. (ll) Tha Irsigntion District ehall in additlon Lo the pqyments bureia psovidad for to he aade Dq prAnerty mwnese who eonnact with eithez water or eleatria maine, at a dnte subee- quent to the m►king of thie asreomeat,, be ontitled to make suCh ahazgee euL to impose guah additional aondiLioae es it mRy see fit betore furrtiehing eithor water or eleotrio power aad nAthing in Lhia cantraet ehall be ooaetrue8 aa obligattng the IrriFntian D1ELzliot to tuzaiEb oither wqter or eleat=Lo ouTrent Lo others than those eigning Lhls ~greement. Ilf tor aqy zeason. it deoidee that it la unable to d0 8o. (12) IL is unleratood end egreed that the Isrigation Diotriai ahall not be liaDle in nny w4yr Por ineuffieienoq oY euppl,y . or faiinre of eithsr water or eleotrio current, regard- leaa oS the oauae thareat, Dut it ehall in Q9E0 08 eny interrupttan ot eitber vinLer or eleo- trio current, en8eavor ae soon ae paaeible thoresltor to restora the eame, and if far 9sW rae- ean nt aqy Lims the Irrigation Distriot shall be unahlo to eeoure a eupply of eleotrieity . Lhen the terms of this oontzact ahqll be euepeaded until electricity ie ~gain avellaAle. IL le the senae of this agreemeat that tbe Irrigstion Dietrict shell psy the coBt af msinLaining and operating ite line both !or wster arA eleotric curreati to the nozth,line ot TrenLwooB OreharJe, aud those avho may now or hereafter ,oir. in this oontraat sSiAll pay the ontise oost of muinbaitiIng, zeprsiring aad raptnaing nll ot snld line oY wntor 9nd eleotriaity and faellitlea beSond esid poixzt. • (13) ihe Irrig9tioa Distrzot ehall havo the right at eny tiime to out oPf eithos wator or eleatric eezQiee to anw properLy acsmer sesved nn8er thiffi eontraQt beooune oi Seiluso to -pay the tente and chargee herein pruvidad Iftor au$ to withhold cucb eervice until eueh renLe nn3,ohazgee aro fully paid; it bcing undorstood and ggrnad hovinver, thnt e properti owuer is entitled to no reduction in hie zaatal lrocn the time serviae ic out ofY, and thr;t betore eervice eball bA restored he ehall pay► at the ratee herein proviQed !os the tull Lisae inclnd- . inQ eueh ont-ott period, and !t ie furtber agreed Lhat the oh9zgec heroin tized are oon- tiinuoun, regardl8se oi whether the sezvAoe le u8ed or noL. Should anq tTaat oY 1And owned by e.ny poraon hsving wnter and eleaLria oarvioe under Lhis oontraat bo horeoftor euhdividod or new residenoea plooed thereon, the annaol ohargea to enob pereon thon sorvad ehall be the eame ae thoee providea he:ein; it being und eratood thst tho ebsrge rcade is for aervico !or srster and pes k.w.hour !or eleotrieity, provided however, tbe+t no sorvioe will be fnrniEhed antil e oonf.rsat similaur to this agreoas mt hae bcon eaterc8 into by suoh nevi potron with the Irrigstion Dietriat. In eddition to the tiaed ohASgee herotn provi8ed toz, the proporty ovvcsors ogree to pe,; ta the irrigatilon Distriot all moneye whiob it-may be requisod to expend far ettorney's feee as eraployeee !or eervioee rendarcd in aonneotioa wiLh the Besviee turnlobed to the Drc+party ownere herourAer. Ar in aV athes auinncar for the benelit of the psoperty ovrnoro. i e tQst all moaeyfl whioh the ITrigatlon DieS.riat shall oxpend for the benefit ol the properLy s*imerF or beoauoe ot thie aontraet hsving Deen mado, ehall De a propoz oharge againet the property ownorB. . . . • . . • . (14) The Diroperty owuese heieby sgrae to pay the obargee hezein provided for, ead the eAme are horeby tmQe a;lien upon the land owaod by eucb pzogorty oNners and eet oDpoaiLe each of their reepeetive nfs-cee eigneA ;LezoLo, nhioh liee m" be ioreclmsea apoa the 1anl ia the eAms mannsr qe ic pTOV10od bs lAm Yor the loreolaeure ot morLgAgee; iL being ngreed Lhnt R11 delinquent paymenta ehsll bear interest at the rate of oight (8) por aent per annum, and tr.9t ia r►ny loreeloeure euit broughL to'toreolose the lien hereby oreated, the oourt may allow ae ' e gart of datd ectloa, reasonable attoraey's teea to b8 2ixed by the Court. (15) Al1 o:.the oovenaats and oDligatione of thia agreement ehall run with and be B bus- den upon the lsnd. ormed by Lbu property or,Tic+ra ehowu oppoeite their eignaturee hereto. re- gurdlesii Qf oamer8hip. ghonld eqy property ownes eell a porLion ot his lnnd, tho larid eo sold aha12 aot bo relloved thereby from Lho burdon o! Lhia eontreet, or the lien of the oh%rges impoeed.upon iL, until the porcpn pnrohaeing the eQme Bhall sign e eimilar oontrsoL to Lhia oad when.snoh simllar ooatraot ehsll heve Deen eigned, the obligntiorsot thie ooa- Lract ehall apply Lo the 1_end se eubdividvd, but only ee to Lho obligation oeeumed hy the person Lben owning the sams and the ol~ligatlorr ot the origlnal ovmer ehsll be osincelled ae to thnt ynrti of the land ao eold. • (16) This agreemeat ehall apply to 8ad De binding upon the•heire, exoeutore. gdminiatra- tore, encoeseore nnd ueolguB of the pQrtios hereto reepsctivoly. (17) It is lurthor agreod tbnt the Irrirstion DiaLrfot nholl have the ripht. to cora•'nn,t. lIU , . witD aW o! Lhe ws`er mait oleotrio linoe 1aid or ereoted Dy thD p: ty oaneze,tor"the purpose of eerving otheY Y ie living within tho IrzigaLioa DieLriet aster e.od eleo- LrioiLy proriding euch coaaeation does aot interfere with tbe adequabe eupply o2 qoter anQ electriclLy to esid pzopert,y awners, and euoh aonneotion_ehall not DM ag tbo persons Bo served uader Lhe terme of Lhie agroement. • (19) a21 of Lhe lande and premiseo hereinaYter doecribed ae being oicnod by the property armere nre aituated in 9pogsao Qounty. S7aahington.- . • I2I WIIlIE9S sIFitBEOF. Trentpood Irrigation vietzict bea coneed thie inetrnineat Lo be exe- cuted by iLe trueteoe acd Lho propesty ownere hsve eaecnted the eaae the dey amd yeqr firet ~ above written. : mrentwood Irrigatiop Dietriot. . TRSWi'~YQaD IRRI(3ATI0N DI5T8ICT. e: Spokane Countq, SYaehingtcn. . BY Wm. Bihlmsier. PreBideat. : SEAL. Ozgaalaed 1918. : AgTEBT: :'raak «alLoo, Sooretaty. ° Liiahael Bleeeing. . , ' 0. D. Bl,sak. ' . isuetees. gaw . Deeoription of Property Owned. • L. F. 8ennett - (Ek of troaL 117. Also S. 418.6 feet oP Lza.:L 109. 1 ell in PlAti 4 of k7ost ?arcns qrriga`md Treota. R. A. Veitael ( h 227 Yt. Y'tsot #118 , Plat 4, f7est 8arms. IloeTcer S. IJuitWel ~ H9rlavr Holaamb E. 1/8 aS U.1/2 Tracti 115. Plat 4. T7eat 8arma. S. F. Lein • ( TraoL 103, P1nL 4. S'leot 8arms. • • Ure. Lein •f , , ° Pard ID.?SarkFitun ( W 1/8 of S. 1/2 of Trsat 126- P1nL - 4 • • - Crnce P. Msriham - J. Q. Haae ( S. 1/2 o! Trsat llb - Plot 4 • a0I18taA09 3Q• g988 n o . . . f=, A. C. i78rA ( " " " 111 " 4 • ~ . 0a2'OlyII T. R9Y9 ~ n n e n n a w ~ ' `!'hota • B. 178Ie r•------- ( S.1/2 " " n ~ • n , ?d0110810 G • W9t0 ( n it to n . n n d . - , • , aohn X. Dow 112 " ^ . Itiydie C. Doe ( Thoe. H. Brewar 114 " 4 V'i1a1Yred W. BrQWer J. C. 8rown (;raat 107 ~Plat 4. tYeet 9arme Pe!!Tl M. BlOWA ( n o n n n , . , , . rr. • FIoward J.Benuett ( Woet halt of Hlnak 117 in o • Plorence L. Bemnetit ~ YVeat Parma . Plat J4. H. C. Yala ( SauLh part traot 106, • !Seztha Yale . _ ~ Plat 4. _ • _ BerberL g.H9aon i7eet eight & 3/100 eoroe of Tract 128. . iJora Hensn ( Yreat ?arae. Plat 4. • - _ H. A. Von Oven , ( Traot 116, Ylat 40 Cieet Ferms. ~ fithel S. Von Oven ' i • ' E9.rvia G.Fifield ( 3.485 !t. 'Prao C 110 - P1sL 4. Y1. Farmd. . e. ; . ; T. C. Sendley ( S. 307.7 !t. ot-Tr. 106 & North 176.3 Pt. Tr.. 110. ( Plnt 4. Weet Farms. STATE OH WA38IiIGTOU, . , • . . , c . • T - . , COUNTY OE' SP08AIIE,-S3: . . , ' . . ' •d - ' 1. The undersigned, a Notary PnDlic la anQ Yor the Stste oiiNeshington, do hereby o ertily that on Lhie lBth. day of IIovember. 1919, Veraona217 apgeored before ms L.F.3eu►ett wnd R. Alioe Bennett, huebanQ saa Rife, to me {tnowr4 to be the iniividaals duecriDed in and who exe- euted the within InsLrument aad aeknowledged Lhat Lhey eigned and eegled tho same ee their tree and volnnt4ry'aot and deed. !or tna neea nad purpoeee therein mentiongd. Given unflei rtW hand en4 ofticlal eeal this 18th. dey of iiovemAer. 1919. ' f ; r F.S.Laag2srd. Notary Publio. . b'.E.Langtard. IIotasy Publio : St4ts of Wnehington. Comnie- . in and ior Lhe State o! WBaDing- : elon EaDiree Deo. 28th. 1921. : ton, realetag at Spoka ne, Weeh. 11l • STATE OF 21BBRA9 . . , • ~ • • COUIt'i'Y OF FtIQEifl__ ,98: • . . . , ° , . - • ` , ~ I. Rm. Uhlig, a Plotasy Publio !a nad !or the 3tate ot Hebreels, do herebq oertify thnt on this ZGth. de,y o! Deocmbes, 1919, pereonall3 &ppeered betore ae R.d.Heitael nnd L[eeker S. gettzsl. Duaband and wiPo. Lo ma irnoavn to De the individuel desoribed la and who esecuted the within inetzument'and act:nornledged tbat Lhey signed and oenle4 the sscna se their lree and vol- un4ary nctt and dee4L. Por the useo and patpouoa therein rtb nLioned. Civen under'my hand and otticlal eoel tais 26 dnq of Deaember. 1919. • ' . , : Hiohardecn Oounttiy. 2iot- . Wm. Uhlig, HoLary Pnblio in ead : ezial' 9L'AL. • Nabroeka. : !or Ebe St$te o! Ilebreeka, Reeiding 9L Pells Citq. - Com. expires Lisy 4. 19E0. S^rATB OF YiA8EiItJGTON,•= ° - cocmTr oa sPOKarig. •ss: • ' I. M.J.Luby. a tJotary FuDlio in and Yor tho 5tste o! washingtoa, do heseDy oertity that on thio 3 dQy o! January. 1920, Dereanail,y eppeared Detore me Herlow HoloomD, a widower, to me kne►an to be LhA inAividuel desoribed in and avho executad the within inntrument and soc- aa:.le4Rod thnt he signed and senlad Lhe srune aa his free and voluntsry aot and deed. !or ths uees and purpoaea tberein mentioncad. G19en nndes ay haaQ and olfioial eegl `hia 3 day of January, 1919. LI.J.Luby. Bote►ry Publio. : U.d.buby. Notsry,- Pnblio in : State o! Waehington. Com-nie- : and !or Lbe Stste ot Yleahington, : sion Expirea Deo. 22. 1923. : Reoi ding aL Spoi:aae. STII2B OSi 71ASHI7GT02J. ` • QOUIZTY 08 Ss'OKAi78:33: I, Hazry X.Riah, e NoLary PuDlic Ln and ?or the State ot WeehiagLon, do hoseby csrtity thrit on this bth. dqq of, 3Anunry. 1920. gereonnl2y qppo9►zed botore ma S.F. I.ein and DSre. S.P.Lein. Lo me Srnoq►n Lo be the iadivtdunle deooribod inaaud who exeouted Lhe tiiiLhin instrnmsnt and sa;c- noal6dged that i,hey digncd arul eealed tho saane ae LhoiT Iree and vnlunterp aflt and deed, tor the uces and purpoeee therein mentionad. Given under mW hnnQ and oftlcial° eaal thie 5th. dayr ot Jaaunr,►. 1920. : 8erry S.8ioh, Notsry Publio. . - • Herry E.Riah, ?toL9r7 gublia : 5tate of 7VAehiagton. -Comraia- . in and for tne State ot rJash., . : oion E=pires ldarch $0, 1922. . Heeiding aL 3poka►e. . STATb OF WASHI2iGTOfJ. ° COUIITY Oi SPOKAIiE.83: ' I. E.V.Slein. a tJo`arq Publio la entil !or the SLate aP S7eahington, ao hoseby oerti !a thaa hn Lhie ` ayr o2 Deoombor. 1919, poraonally appaasad boZaza cse Ford D.~r2chnm k Grgoe Y. bSask1►aro. to Q me known to bo the indivtduale deBeribed la aad Rho executed the within tnstrament nata aeknortleagad thaL they eignad Baci eenled zhe saa:e ofl theiz froe and volunt.vey aoL and 8eed. !or Lhfl uses and putrpaeos Lhorein montioned. Given undez aLy hand and oiiiaial aeal thie 23 8qj o! Deocmbor, 1919. : E.V.Xlein, 2lotsry Pnblio. . S.V.KIaia. t3ot.9zy s'ubllo ia • : 3LALe o! Waehiagtoa. CoiniB- : aad !or the State oi 'tlashington. : eioa Expiree June 26, 1923. : Residiag nt Spofiean.WaehinBton. 3'PATE OF V7ASgInGTO2J. COUNZ'Y OF SPOKANE. 99: . . ' ' I. Joseph btoCarthy, s 27otmry Publio ln Rnd Yo= Lhu Utate oi Washington, do hereby oerLliy Lhnt on this 24th. day oi IDoaeobor. 1919, paraonally BpDeAred beYore me J.C.Hsae and CaneLqnce Id.Hase, husbnnd and wiie. to me knowa to be the leulivieiual desoribe9 in and who exeOULed tha „ithln LnstrumenL anti aokanwledgod that Lhoy eigned and sealed the enme ne their tree and rol- untary sat and deod, for the usae and purpoeon therein menttoned. G3ven undes my hand and oSiloiel eesl thie 24th. day of Deoembor, 1919. : Joueph lSaCarLhy, liotnry Pnblia. : • Joseph tloCsrtD~y, Notary Publio :SLste oi Mlaahiagtoa. Ccunie- : • in snd !or the State o! Ylaeh- : eioa Expiree Sept. 4, 1920 . ingtoa, reeiding et Spokane. 9TATE QP WhSHINGiO:J, . COUtt3"Y OH SFOKANS.BS: . ° I,~7.C.Sivqar. a Uotsry PuDlic in and tor Lho State o! WaehiagCon, do hereby oertify thet on thie 39th. Qaq o! DeoeroAer. 1919, pereonally appeared betore me dohn K.Dow & Lydfa G.Daor. husbnud 1: wife, to me known Lo De the in3lvidnal 3Hecribed in and who exnouted the withia instriuaent and eoknoa►ledged that tkep eigned and ~oaled tha sqmo ae thetr irea turd volur9tary act and deed, fur Lho uses and purpaees LherQin mentiotted. Glven undez my hsnd ead offialal eeal thie 30Lh. dqy of Deauober, 1919. ; w.p.3tvyer. ttotiary Public. : Yr.C.Sivyer. tiotary Publio la : State a! Wsehington. Coramie- : - oad- for Lhe Stste oY TJqeh- : eion Expiies Feb. 7. 1921. : ington. Reeiding at 3poScam . ~ 5^,ATE OF rrASH., . . COUIITY OF SPOKAtlE. SS: I. doaeph Bsily. epotexy Publio in acYl !os the State a? YVssbingLon, do hezaby aertify ttsat oe thi e 3d. day oi Janunry. 1919, poreonally appeared Doloro me Thos. H.Brevor and Wiaifred arewoz, to me lrnnan Lo be tbe individunle doeeribed in and who exeeuted the wlLhln in8trucn„nt. nnil nr:ktnowladp.od that Lhey aignad aixa conlad the enae ae their troo ouid votunt-iry not nn4 dned. . . a for the ueee and pnrpoeeE *eia mentioned. • Given unQer aw hand )illoial eeal Lhie 3fl. d8y oi 3anusry, 19 , • . . ' : Joeeph Beily. Notsry Publia, s. • Joaeph Baily. Not,ary Yublio in :;ttaLe o! Waehington, Commi-s- and tor the 9tate o! Weshington. : sian Sxpires Apr.. 21. 19239. : • - kesid ing nL Spokaae. - • STATE OP NASHIiiCTOPI. • . . COUFi'T7 08 SPQKA2t8,39: . . I. 2.H.Eerwig, s NoLary Pnblio in sad !ar the State ot Qeehington, do hereby oertify thnt on thie 3r8. dqq o! Jannsry, 1920. porEOnally appeoired bofore me Thon. B. Ware anci 6[e1- iseie C. Wase. Huubaa+l 6 PJita, to me Irnown to be the indivtdnole deaaribed in and aho axeau- Sea the aviLhia inetrument ana eaknowledgeQ thai thay eigned arjd eealed the aeme qa tbeir Iree and ooluctt,ary aoL sntl 8eed, Yor the ueee and purpoeee therein mentione8. Given uader aW hond ond otfiolel eeal t,hio 3rd. day ot Jannary, 1920. - : J.H.Herwig. -Notqry Publio.. : • . J.H.Hervig. IIotazq Publlo in : SLaLo ot Wssbington. Cocmnie- : ana tor the Stste o! Wsebiag- :.alon Eapiree Feb. 18. 1921. tcn, seeiQing at SDoL•ane. STA`PB 0F yPA9$INGiON. COOII TY OF SPBgM. 33: . . I. J.B.Herarig, s uotar8 Pnblio in ead !or Lhe StAte o! Waehington, do hereDq oerSify that on Lhie 3rQ. dsyr ai January. 1920, pereon917.y eppenred A.C.Wgze ar►d Ciiroline 2.iRgre. Hueband & Viite, to ras known to be Lbe individnals desoribed in ax►d who exeauto8 the witbin irstrument 9cid naknowledgel L•hnt they Eigned snd eealed tbe snme ao their iree and voluntnry eat and deed. for Lme uaes and purposes therein mentione&. ~ Givec under aW hana ana otiloisl oegl tbie 3rd. day oi Januasy. 1920. , . : J.B.Berwig. I7otqry Publio. : - J.H.Horwig. flotgry Publia'ia ; gtate ot Wasbington. Commie- : ' • aad Por the St8to of Wssh- : sion Expiroe Feb. 16. 1481. . ington, zeaiding gt SpoYana. - 3TAT8 OB VYA9EiI2JCT01. . o cotr.tTr oa sPOKAcrE, ss: I. J.B.Barwig. a 2Jotazy Pablio in anQ ior tbo State oi NasLington. do beiebq oertify that on this 3Yd. day oY Januory. 1920, perecrsally appesred before me J.C.Broxn aad Penrl tS.BZOmn, raan and wilo. Lo me knewa to bs the indivlduele doeoribed in ead who ezeanted the wiLhin ine- t:umgnt end so;tnoalodged Lbat tDay eigned and eegled Lhe same se tbeir tseo ead volnrttery act snd deed, !or the naes anA purpooes Lhesein asationed. . Givoa under aW hand anel ottiolal eeal Lhie 8rd. day ot Jnuuory. 1920. + r J.H.Eorwig, 2totnry Pnblio. . . . J.H.Heraig, Iiotary Pnblio ~ : 9tate a! Wnshingtoa. Cocucis- . ia aud ior the Stste o2 Waeh- : aion Eapisee Peb. 19. 1921. . ington, reoiding at 9pob;ne. . 9TATE 08 WASbI1iGTOii. COldM 08 5PJXAti2. Sffi: _ . - - - - . . . - . - - • _ 1. tDe uttdareigned, a Hotary•PuDlio in and !or the State ot Weehiagton, do heroba oertily Lh3L on thie 4Lh. dey oi Llovember. 1919, paraoaslly apgeared beioze me Howgrd J.Beanett end I+3orenae I..BonsetL, buaband and wite, Lo me known to be Lhe individuala deecr2bed in sncl who oxemuted the within inatrumenL and eoknowlodged Lhgt they eiRnea and sealed Lbe samo ae their irea and voluntsry aot 9ns1 deed, toT Che uee8 ansl purpoaee therein rtxenLioned. Givea under my hand and olfiaial sosl Lhis 4Lh. drq o: llcvenber. 1919. ' ~ ( : F.B.bangford. Ilotasy Publio. . • F.E.Laagiortt, t{otary Pnblio : StaOe of Waehine-ton. Ccmrale- . in and tor Lhe Stste o! Waehington. : elon Expirse Deo. 29th..1921. . Reeiding st SpoL•r►ne. Waeh. r-Tal'E 03 v7I3CObSIn. C OI1ItT7l 0? ROC%. 83: • I. L.$.Stone, a Notary PaDlio in and tor Lhe State oi Wlacobein, do heroDyy oeitiiy Chat on thie 29th. day ot Deoember. 1919, pereonslly appeerefl betoze mo Ft.O.Yale. Mnrtha Yale, to ma Scnown Lo be the individnele 8esoribed in and who exeautod the aiLhin insLraiment end aok- nos:ledgod tbat Lhey signed end segled the asma ae Lheir tree artd voluntary sat and deed, !or Lho uaes and gurpooee Lherein mentionerd. Civeca undez tW baad snd oftieisl eeal thla 29Lh. d~sy oL yecember, 1919. . • • - : L. B. Stane, iNotery . , L. B. Stone, Nctary Pablic in : Public. Rock Co..C71e. . anfl ioz the 6tate ot ti'iieoonein. ReeidiAg qt biilton.Jot. 1Ly Com- raieeion Expirea ilnr. 4. 19E3. , STATE OP WISCQNsIt7, COU:,'TY OF DANE, 9S: I, fiorria Cette, a tJo b9ry Publio ia snfl foz the Stuts oY 'Wienonein. do heraby aertity that on this EBth. flay o! Janusry, 1920, yersonally appoared betozo mv Herbe=t E. Hanaa and Nora Hnann, to me known tobo the individuele decaribe8 ia end aho exaeuLed thc within ine- truac~nt. and acfatowledged tbat they sigtied and aealed the cama as their fxeo and volunLgry aet and deod. Sor the ueee cina puxpoeee therein cwentioned. Civen under rqy basd an9 oftiaial senl thie 28th. aay of Jaaunry, 19210. • : 2Jorrie Cette, 2iotary Publio. : IIorrie Gette, liotsiy Public in : Dnae Qouaty, WiOOOnein. . and !or the State ot Yiisooasin. Reeiding nt Ozegon. Yiio. V4 Com- mieelon Ezpiroe July 30/I922. ~ 0 SNORT PL- AT 89-604.FOR j4 26e9.71-_REF 34 B 1 REPLAT OF PC~RTION OF LOT 107_IN. PLt l.,o;. o`~!CT,A.1coA. ~4=•ss~e *3 s ' NO: 4 OF V'VEST FARNiS IRRIGATED TRAC o M0 ~ b. ~s = ~e - - --•a ~ sArsoN.AVetvue - t- 2,15:o- ~ _ - - raP N80°41'23 O 900:00' ~ 9430' ~ 110.30' 70Q00~ ~ ~11• A SO'~ _ 20' .RAYMO~~,1,D AI!1D_ • ~M1CHEILE STENYART PAUL SLOUKA -'s B o q b ` o • e + 25 o 00 60 ;o 0 r 0 0 N h f4 114.'13'1 U 119.34' 4 0 200.0p' , . 2 00.00' ~ I 638.47 1 ~ 20- aC - ~.RP ( ~ ~ II I ~ C co . ~ o , swoaT r~Lnr. •o ~ EDWARD'AND . Z 87•480 ~ o ~ RUTaSi.OUICA al ~ e ~ I 0 pP W .0o. ~ N ~o~Q o t" ^ w a 95.00. ~ =33.20" 305.00' .m ~I--B" ~I - ~ ~ ~ ~ , r♦2O; ' ~ ' , i34. .998 ~ 133•'82• W. E~n~ i - 2 6 60.-3O,k AEF, .-rArtt, 9 a . AN LECEND. a►sHIHCToN ~ • • . ' ~ E 1!4 COR AtON. 1', PiFE BY REF.-QJSTRUI►tENT NO. 602610099. N , O' S' 1/4' CORMON.- i 1/2' PiPEVICU WIRE AND MON. 80X:,BY REF. INSTRUT±~Et~fl,KO. 90261004. 1N E . O CTR 1/4 COR't►1014. 1' ROUND HEADED P1N REF. SHORT PLAT 87=480. O: FOUNp 1R REBAR WITH PL'ASTIC CM NO. 706. S 0 PouriD 3/8° corrvurr. mis Dlird ls.-mede solety for the puipose a1, eesteting In 'tasting ssld,premises and, the -co(hparty aaunrn no, • FDUND'40,'D' NA(L 2"-OELOW GRADE, , ilabtiky tar VetletiOfiQ, tl Ofry; (fl Af11101ls1aQi od or+vurrTaniLaonn rimutr:t) srixr•_ ioeellon esceftnod Dy ectuel, eurv* NAME UF PRUPOSAL: `Loca t i on 5-~-~j-, T4 R. qe-I~ Roact.,-- - Applc~ant'. _..~.~_~~f'~~ - - _ , Ty p e~ o,f U,e v e 1 opme ri t: /~,L- k-f - - ~ Tr'aff i'c- :Counts Antfti'pated A,:'W,V'.T.E. from I.L.E. Manua,l~ E x fsli, n;q .R . 0.~W'. ,1'. St ce,e.t ~1.. 2i. Street 2,. 3. S-t ree t 3.. 4. Street 4. E=xistting Im'ft,ovements 1., Street 1. . 2. Stree:t 2.. 3. St.reet 3. 4. Street 4.. Ri.ght of: Way „Required, 2,,. 'Strett 2. 3~. S.t,reet. 3.. 4. ~St re-et 4._ Imp.ro;vQmeni,,s_.,Ne'ecied_ *o_ Mi ti.gate Trallf'i-c Impacts .a:f- 'th.'i's De-vr1.cpmuent 1. St reet" '.1. .„2. St ree.t -2. ,3. S"treet. '1, 4. Stree't 4. iCorrment s: ~z9i,r ~ . • - - - _ , ~ i , 1• PLANIVI1iVG DEPARTMENT 8q0A0WAY CENTRE 6UILDING N. 721 JEFFERSON STREET 1 ~ - i PHONE 456-2205 ~•u}y = ` _ - - - ,y.~ ~ • SPOKANE, WASHI NGTON 99260 ' _ .o , _ ,"i, , .c;: F.,. ~ SPO~AMC GOUIOtY cOURT HOUSC TO. SpO4I1C •(:out1iy,;EIIgltl6et Spokane~ County ' Utilities Spok,ane County Health District 2~partment of Building 8c Safety Slouka Melvin Taggart • File FROM: John Pedersan, Planner II , RE: Revised'County EngineersConditions For SP=89-604 Please _replace- the, County Engineers Departinent Conditions-# 1'& #21rom the Findings and Order dated December7,th;19$9 widi the enclosed revision. If -you have any questions, please contact me ~at your ccinveriience. Thankyou kc enclosu're ~ ~ 1' •o • ,+f' ~ I L , i : ; i , _ . ..r.- • ~ These Conditions of Approval apply to applicant(s), owner(s) of the property, deirs, assigns or any successors-in-interest to property. PLANNING DEPARTMENT CONDITIONS 1. The preliminary plat of record approval is for the property legally described in the applicadon for this proposal. 2. The fmal plat shall be designed substantially in confonnance with the preliminary plat of record as legally described and advertised. No increase of density or lot number shall occur without a new applicadon submittal and approval. 3. The Spokane Counry Planning D'uector/designee shall review any proposed final plat to ensure compliance with these Findings and Conditions of Approval. 4. The preliminary plat is given condiaonal approval for duee (3) years, specifically to January 1,1992.1he applicant may request an extension of time by submitting a written request approximately forty-five (45) days prior to the above expiratioa dAte. 5. Appropriate road name(s) shall be indicated. 6. Appropriate udlity easements shall be indicated on copies of thc proposed final plat. Written approval of utiliry easements by appropriate utility companies must be received with the submittal of the fmal plat. 7. Three (3) current certificates of title shall be furnished the County Planning Department prior to filing the final plaL 8. The following statement shall be placed in the fina►1 plat dedicaaon: "No more than one (1) dwelling structure shall be placeci on any lot, nor shall any lot be further subd.ivided for the purpose of creating addiaonal lots, ownerships or building sites without first filing and receiving approval of a replat." 9. No building permit will be issued for any lot within the final plat until certified by a Washington State-licensed engineer that "the water system has been installed pursuant to the approved WATER PLAN for the fmal plat," signed and stamped by said engineer. The certification may be in the fonn of a letter, but is prefemed to be certified on a copy of the WATER PLAN as a schematic map showing the "as-built" water system. 10. The Water Plan aad the above four (4) conditions of approval regarding the WATER PLAN may be waived by the Planning Director/designee upon receipt of letters from the appropriate water purveyor and fire protection district stating that simple connections to an existing, approved water system, will provide adequate domestic and fire protection water to ensure the public health, safety and general welfare. 11. The final plat map shall indicate by a clear dashed line the required yard setbacks froin all private, "Tract X" or public roads. The dedication shall concain the following statement that: "Side yard and rear yard setbacks shall be deternunerl at the time building pennits are requested. The setbacks indicated on this plat may be varie<i from if proper zoning approvals are obtained." 12. A survey is required prior to che filing of a final plat. COUNTY ENGINEER'S DEPARTMENT CONDITIONS 1. That conditional approval of the plat is given by the Counry Engineer is given subject to dedication of Right-of-Way. 2. That drainage plans and design calculations showing the alignment of drainage faeilities shall be submitted to the County Engineer for approval prior to construction and/or the filing of the fmal plaL Drainage plans to be prepared under the direcdon of a licensed Professional Civil Engineer. . BEFORE THE SPOKA1rIE GOUNTY PI1ANNING DEPARTMENT IN 'I`HE MATTER OF ) FINDIVGS OF FACT, SHORT PLA'T NU, SP-89-604 ~ CONCLUSIUNS AND DECISION TkIIS MATTER, an application for subdivisivn of land, frorn Ed Slouka has been received and decided upon, pursuan# to Spokane Courtty Subdivision regulatzons, on tYie day of December,19$9. FINDING5 OF FACfi AND CUNCLUSIONS l. The individual signing beiow has further been praperly delegateci the respcrosibility for rendering the decisian by the Spokane f:ounty Director of Planning. 2. The proposal is tv divide 7 acres inso 31ots for the developmexit of single family residences. 3. The praposal is located at the sautheast intmswtion of McDonald Roaci aad Sansan Avenue in theJ4/4 of Sectian 34, Township 26 North, range 44 E.W.M.. 4. The currcnt zoning of the property is Agricultural. 'Ihe proposed Iot sizes, frontage aQd xntended uses ar+ee altowed within this rone. 5. The Spokane Caunty Camprehensive Plan desipates this area as Urban. The der+elopment and uses propasdeci are generally un accord with this designatiQn. 6. The requiired public natice was provided for this pmposal and agencies having a potential interest in the praject were notified and recomrnendations salicited. 7. Na one in the area commented on the proposal. 8. Recagnizing the recommended condidvns and Spokane County dewelopment standards, the Fmposed subdivisivn makes appropriat,e provisions for dhe public bealth, safety and getteral welfare and that the public use and interest will be served by platting the subdivision. 9. 7he groject is exempt frarn environmental review urYder the State Environmental Palicy Act pLUSUant toWAC 197-11-$00 (6) (a)• DECISIUN Based upon the abave nvted Firidings of Fact and Conclusians, Short Plat Applicatio►n SP-$9-604 is hereby APPRUYED until January 1, 1992, subject ta canditions noted belaw. Mast of the condiaons of approaaZ $hall be accamplished by the applicant andfor sponsor prior to finalizatian of the shart subdivision. 'Mis dech%ion is final unless appealed in writing, consistent with adapted appeal procedwres., _ ~ a J a 0 7198q V , q t- F - ; , ■ . ' These Conditions of Approval apply ta apptic$nt(s), owner(s) af the praperty, heirs, assigns or any suecessors-in-interest ta property. PLA►NtYIN'G DEPARTIVIEPdT CUNDITIaNS 1. 'Ihe preliminary plat of record approval is for the Pl'apertY legally described in the appiication for this proposal. 2. The final piat shaU be designed substandally in ronfamdance with the preliaunary plat af recond as legally described and advertised. No increasc of density or lot number sha).1 occur without a new applicatiart submittal and approaal. 3. The Sgakane GourYty Plarming Director/designee shall review any gragosed final piat to ensure compliance with thesc Findings and Conditioes of Approval, 4. The preliminary plat is given canditional approval for tlree (3) years, specif'i+cally to Ia►nuary 1,1992.The apphcant may request aa extension af time by subrLuttxng a wntten request apgroximatcly forty-five (45) days prior to the above expnation date. 5. A►pprvpnate mad name(s) shall be indicated. 6. Agprnpriate utility easements shall be undicated on copies of the praposed final plat Written approval of utility easemcnts bY appmpriat+e utility campanies must be received with the submittal of the final plat. 7. Three (3) current certiflcates of tide shall be fumished the iC"aunty Planning Deparnnent prior tv filing the final plaL 8. The following staternenc shall be placed ir~ the final plat dedication: "No mare than one (1) dweIlirtig structure shall be placed on any tot, nor shall any lot be further subd.ivided for the purpose of creating additional lnts, ownerships ar bui7ding sites without f'irst filing and recefving approval of a replat" 9. No building peffait will be issued for any lot within the final plat until certified by a Washingtoe Sta.ce-Iicensed engineer that "the water system has been installed pursuant to the appraved WATER PLAN far the final pla.t," sigaed and stamped by sai.d engineer. The certificatian may !e in the foma of a letter, but is preferned to be certified on a copy of the WATER PLAN as a schematic map showing the "as-built" watex system. 10. The Water Plan and the abvve four (4) eonditions of approval regarding the WATER FLAN anay be waivod by the Planning Dinector/designee upon receipt of lemrs from the apprapzi.ate water purveyor and fire pratection district stating that simple connections ta an exisdng, aPPmved water system, will provide adequate damestic and fir+e pxotection water to ensure the public health, safety and general wetfare. 11. The final plat map sh.all indicate by a ctear dashed line the required yard setbacks frrom all private, "Tract X" or public roads. The dedicativn shal1 cantain the f4ilowing statement that: "Side yard and rear yard setbacks shall be determined at the time building peamits are requested. The se[backs indicated an this plat may be varied fmm if proper zaning appravals are abtained." 12. Asurvey is requued prior to the fi3ing of a fin:l pZaL COUN'TY EI'JGINEER'S DEPARTMEN'I' CONDTTI0NS 1. Plans, profiles, and crass-sections as designed to County standards shawing proposed street center line aad curb grades shall be submitted to the Caunty Engineer for approval prior ta oonstauction anc3lor the fili.ng of each fmal plat; road plans to be prepared under the +dixwction of a licensed Prvfessianal Civil Engineer. 2. The regulations af the Natianal Flvvd Insurance Program shall be abserved since the proposed plat is affected by a Flood Hazard Zane. A development permit sha71 be obtained fmm the Caunty Engineer before canstruction or develapnient begins within any area af spercial flovd ha,zard (reference Spakane County Ord.inan+ce No, 51-0726). ~ 3. The applicant should be advised that individual driveway aocess germits ue required privr to is,suance of a building permit for driveway appraaches ta the Cvunty road system. 4. Dedication af 5 ft. af additional right-of-way along IvlcDonald Road artd a 20 fL radius at the intmsxtion af McDonald Road and Sanson. 5. A statement be placed in the plat dedicativn providing far futun slage easements as required by Sgolcane County alang McDoaald Road b. Existing county rvads providing direet access to the glat shall be paved and curbed ta Spokane Cou.niy standards. 7. The word "aPFlicant" sbaLi include rhe oyvner or owncrs of thc property, his heirs, assigns and successors, 8. To canstivct the raad improwements stated herein, the applicent may, with the apgmval af the County Engineer, joui in and be a willing partieipant in any petition or resolution whieh purpose is the fornnation af a Road Impravemenc District (RID) for said impravements, pursuant to RCW 36.88, as amendei. At such dme as an R.ID is created or any Road. Impmvement Pmject is sanctianed by Spokane County, the impravements required (curb, sidewalk, drainage canErol and gaving to existing paaement) will be at the sole expense of the undersiped owner(s), #heir heirs, grantees aad assigns. 9. As an altemative methad of constructing the r+Qad impmvements statsd herein, fihe applicant may, with the approval of the Caunty Engineer, accomglish tfie road improvements smied hereiry by joinir~g and particigating in a County Road Pxaject (CRP) to the extent of the mquired road ixnprovements. At such tirne as an RID is creared vr any Road Itnprovement Frojecc is sanctioned by Spokane County, the improvements required (curb, sidewalk, drainage cr,atrol and par►inng to existing pavement) will be at the sole expense af the undersigaied awner(s), tieir heirs, grantees and assigns. 10. The fvllowing statement be placed in the piat dedic$tion: t'The owner(s) or successor(s) in interest agxee to autharize the Coun[y to gZace their name(s) on a petitian far the farmation of a RQad Impmveaaent Disaict (RID) bY the petition method pUrsuant w Chapter 36.88 RCW, which petirian includes the owner(s)' property, and fu,rther nat to object, by the sigairlg of a ballot, to the €onmation of an RID by the res+alution method pursuant to Chapter 36.85 RCW, which resolution includes the owner(s)' pmpesty. If an RID is formed by either the peduon ar resolution method as pmvided for in Chapter 36.$8 RCW, the awner(s) or successar(s) further agree: (a) that the improvement(s) or canstruction contemptated withui the proposed RID is feasibie; (b) tbat the benefits ta be c3erived fram the farmation of the RID by the pnoperty included therein, together with the amvunt af any County garticipation, exceed the cost and expense of formation af the RID' and (c) that the praperty within the pmposed RID is sufficiently developed. Fravided frsrther that the Qwner(s) or suecessar(s) shal1 retain the right, as authorized under RCW 36.88.090, to object to any assessment(s) on the property as a result of the improvements cafled far in conjunctian with che formaaon of an RI.B by eizher petitian or resoiution methad und+er Chapter 3+5.$8 RCW, and tu appeal to the Superior Court the dea,sian of the Board af County Camaussioaers affirming the final assessment roll. It is further agmd that at such time as an RID is created or any Raad Improvement Project is sanetianed by Spokane Caunty, the improvenments required (GUrb, sidewalk, drainage control and paving) will be at the sole expense af the undersigned awner(s), their heirs, grantees and assigns without garticipatian by Spokane County. 'Ihe RID waiver caontained in this agreement shail expire after ten (14) years fram the date af executivn below. However, the owner(S) 4r SUCCeSSor(S) agree that if said RID waiver expires without construction af the required improvements, the owner(s) or successor(s) agree to coastruct the required unprovements at their own expense, Pay to Spokane Caunty the then estinnateci cost of the requir+ed irnprovernents to enable the Gounty t4 camplete the s,ame, or fiirnish a bond or other seccure method suitable to the County (which may include the executiort of another RID waiver agreement) praviding for ar securing to the County the actval constYUGtion of the imprcxvements. All of the r+equirements of this agrement shall run with the land and shall be binding upon the owner(s), their successor(s) or assign(s). 11. The County Engineer has designated Typical Roadway Section Number 2 Access Street standard for the improvement of McDonald Rfls,d, which is adjacent to the proposed developmenL This will require the addiaon of approxianately 15 to 18 feet of asphalt, along the frontage of the developmenL The construction of curbing may also be required. 12. The proposed plat shall be unproved to the standards set forth in Spokane County Board of Commissioners Resolution No. 80-1592, as amended, which establishes regulations for roads, approaches, drainage and fees in new construction. 13. The County Engineer has examined this development proposal and has deternzined that the impact of this prnposal upon the existing county road system warrants the dedicadon of addirional right-of-way and the roadway improvements herein specified. 14. This plat or development proposal is located within a drainage basin which has been identified by the Spokane County Engineer"s office as having stormwater runoff problerns. Since this piat or development proposal is affected by or is a contributor to stor,mwater flows, property owners should participate in the planning and implementation of a future basinwide stormwater management system. The following statement shall be placed in the plat dedication: "That the owner(s) or suocessor(s) in interest agree to join in any County-approved stormwater management progrann and to pay such rates and charges as cnay be fixed thraugh public hearings for service or benefit obtained by the planning, design, constructing, maintaining or operation of stormwater control facilities." COUNTY HEALTH DLSTRICT CONDITIONS 1. The final plat shall be designed as ind.icated on the pre Unninary plat of record andJor 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 Department to the utility companies, Spokane County Engineer and the Spokane County Health DistricL 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 coord.inated through the Director of Utilities Spokane County 5. Water service shall be by an exisdng public water supply when approved by the Regional Engineer (Spokane), State Departnaent of Social & Health Services. 6. Prior to filing the final plat, the sponsor shall present evidence that the plat lies within the recorded service area of the water system pmposed to serve the pIaL 7. Prior to filing the final plat, the sponsor shall demonstrate to the satisfaction of the Spokane County Health District that suitable sites for on-site sewage disposal systems are available on Tracts A 8`c B. 8. Prior to filing the final plat, the sponsor shall demonstrate to the satisfaction of the Spokane County Health District that the existing on-site sewage disposal system serving the residence located on Tract C is wholly located within the boundaries of the tract. 9. The dedicatory language of the plat will state that "Subject to specific application ~ approval and issuance of permits by the Health Officer, the use of individual on-site sewage disposal systems may be authorized." 10. The dedicatory language on the plat shall state: "Use of private wells and water systems is prohibited." 11. The plat ded.ication will contain a stateinent to the effect that: "The public water system, as approved by County and state heaith authorides and the local fire district and purveyor, will be installed within this plat, and the subdivider will provide for 1 • individual domestic wates sezvice, as well as fire pratection, to eacb tract prior to sale of each tract.'► COUNTY UTILITIES DEFARTMENT CONDTTIONS 1. Pursuant to the B+oard of County Commissioners Resolution No. $0-0418, the uSe of an-site sewer disposal systeaas is hereby authorized. This authorizatioA is canditioned an campliauce with all rul.es and regulativns of the Spokane County Health District end is further canditioned an.d subject to specific eppHcation approval and issuanCe of permits by the Health DistricL 2. The dedicativn shall sta,te; "The owner(s) or successor(s) in interest agz►cee ta autharize the County to glace theur name(s) an a petitian fvr the forntatian of ULID by petition method pursuant w RCW 36.94, which the perition includes the awner(s)' ProPertY'; and further nat to object by the signing of a protest perition against the formation of a ULID by resolution method pursuant to RCW Chagter 35.94 which includes the owner(s)" prnperty. PR(]VIDED this condition shaU Aot prohibit the awner(s) ar successor(s) from objecting ta any assessment(s) on the praperty as aresult of improvements called for in conjunctian with thc fozmatian of a EJI.ID by either petition or resalutian method under RCW Chapter 36.94." 3, Any water seivice fvr this gra}ect shatl be pmvided in accardance with the Coordinated Water System Ptan far Spakane Cc►unty, as am+ended, 4. The dedication shall state: "Ea,ch new dwelling unit shall be double-pYrmbed for connecdon ta future areawidc callectiue systems." BC]ILDING AND SAFETY DEFARTNiENT CC)NDITION I. Requirements of Fire Disa ict No. I need to be satisfieci dwo.ng the buirding germit pT4Ce55. 2. T1ae required fim IIow for any btti.Iding or subdiv%si4n is determined hy building size, type of construction and proximity of exposures. Based on information presented to LhllS 4ffiCe regar(ing LhlS 5Ubd1V1$loll, the minimum fire flvw established by code of 500 gailons per minute for 30 minutes is being required. Apgroved the 'day of December, 1989. O~iN W. E S~N ~lanner II Under State I.aw and Caunty Ordinance, yau have the right ta appeat this decision to the Spokane Caunty Hearing Exsdrrniner Committee. Upon neceipt of an apgeal, a public hearirfg wil.l be scheduled. If you desire ta file such an appeal, ycau must submit a letter alang with $100 prvicessing fee, payable ta the Spakane Caunty Treasurer, withi.n ten ( 10) calendar days from the dat,e this decision is signed. If you haye any questions, please call the planning I]epartment at 456-2205. pc: Coun-ty Engineer County Udlities County Health Disaict Caunty Building & Safety Sponsor S urveyar File OFF I CE OF THE CUUIVTY EIVG I NEER SPOKANE COUNTY, WASH J NGTON November 16, 1989 T0: SpVkane COlAnty Planning Department (Current Planninq Administrator) FROM: Spokane County Enqineers Department re. Su(]d1 V 151 of15 SUBJ: Road Conditions for Plat, Name Short Plat Number 604-89 The Followinq Coriditions Apply to Plat Under Consideration: E 1- That conditional approval rf the plat by the County Enqineer is given sLtb.ject tc, dedication of Right-of-Way. E 3- That drainaqe plans and desiqn tal culations shinwinq ttie aliqnment of drainaqe facilities be submitted to the County Enqineer for approval pra,or to construction and/Ur the filing of the final plat. Drainage plans to be prepared under the direction of a 1 i censed Professional Civi 1 Enqineer. E12- The applicant should be advised that individual driveway ac cess permits are required prior to issuance of a bui ldinq permit for driveway approaches to thz Courlty road system. E13- Dedication af 5 ft. of additional Right-rif-Way along Mcvonald Road and a2V ft. radius at tfie intersectian of McDonald Road and Sanson. E15- That a statement be placed in the plat dedicatirn providing for future s1ope easements as required by Spokane County along McDonald Road. ElE- Existing Cvunty rc,ads providinq direct access to the plat shall be paved and cijrbed td Sp>>k:ane County standards. E19- The word "applicant" shall include the nwner or owners of the property, his heirs, assiqns and s►accessr-irs. E20- To construct the raad improvements stated herein, the applicant may, witlti the approval of the Caunty Enqineer, join in ancl be a willing participant in any petition or res4llAtion which purposes is the formation of a Road Imprcovement District (RID) for said improvements pi.trsuant to RCW 36. 88, as amended. At 1 - ~ t SP 604-89 page 2 such tio-ne as an FtID is created or any Road Improvement Project is sancti-Dned by SRokane County, the improvements reqsjired (curb, sidEwalkg drainaQe coni;ro1 and pavinQ to existinq pavzment ) wi 1 1 ue at tt-re so]. e expense of the undersigned o-wner, their heirs, qrantees and assicins. E21 - As an a1 ternative method of constri_tctinq the rciad improvement stated fierein, the appIicant may, with the apprr-eval of the County Fnqineer, accomplish the road improvements stated herein by joininq and participatinq in a County Road Project (CRP) to 1:he extent of the reqi-tired road impravement. At si_tch time as an R7Q is created or any Road Improvement Rro.ject is sancti-Dned by Spr-)kane County, the improvements required (curb, sidewalk, drain2qe contrul and pavinq to ey:istinq pavement) wil.l be at the sole e:opense of the undersiqned owner, their heirs, qrantees and assiqns. E22- That; the follrwinq statement shall appear within the dedicatory lanctuaQe of the final plat: ThP ownzr (s) Or successor (s) in interest aqree to authorize Spokane Cvunty to place their nameCsa unn a petiti~~?n fc-r thie furmatic-n of a Road Impruvement District (RID) by tfie petititin method pursuant tu Chapter 36.e8 RCW, whicfi petition incliAdes the c,wner (s) property, and further not to ob ject, by the siqninq of a ballot, the formation of a RID by the resolution method pursuant to Chapter 36.88 RCW, which resalution include5 the awner (s) Rrnperty. If a RID is formed by either the petitijon cor resolution method, as provided for in Chapter 36.86 RCW, the owner Cs? or suc cessor (s) furth,er agree: (1) that the improvements ar construction contemplated within the proposed RID is feas.ible, (2) TI-iat the benefits to be derived firom the formation of the RID by the property included therein, toqether with the amount of any Caunty participation, e:•:ceeds the cost and ehperise of formatioh of the RID, and (3) that the property within the proposed RID is sufficiently developed. Provided, further, the owner (s) or siAccessor (s) shal l retain the riqht, as authorized under RCW 36.88.490, to abject to any assessment(s) on the property as a result of the improvements called for in c►,njunction witfi the formation cof a RID by either petition >>r res~~lution method under Chapter 36.88 RCW, and to appeal to the Superior Court the decision of the Board of County Commissioners afifirminq the final assessment roll. It is further aqreed that at such time as an RID is created rr any Road Improvement Project is sanctioned by Spot::ane CrtAnty, the improvements required (curb, sidewalk, drainaqe control and pavinq) will be at the sole e:►:pense of the undersiQned owner, their heirs, qrantees and assiqns withoui; participation by Spok:ane County. The RID waiver contained in thi.s aqreement shal l ey:pire after ter (10) years fram the date of execution below. However-, the owner(s) nr successor(s) aqree that if said RTD waiver • ~ SP 604-83 page 3 ey:pirFS without Constr!lctlon c-fi the required improvements, the owner (s) or SuCCt?SSor (s) aqree to coonstruct the required improvements at their own expense; pay t~~ Spokane Gc-i-inty the then estimated cosit of the reqiaired improvements to enable the County to coniplete the same; or fLtrnish a bond or other secure method sojitable to the County (which may inc 1!tde the execution of anQther RIn waiver aqreement), providinq f4r or szcuring tu the County the actlAal constt uction ^f the improvemcnl:s. All c-f the reqLiirements of this aqreement shall rLtn wittt the land and stial 1 be bindinq upon the owner (s), their succes5or (s) c,r assiqnts7. E24- Yhe County Fnqineer has desiQnated Typical Roadway Section Number Two, Access Street Standard for the improvement of McDonald Road which are ad jacent to the proposed development. This wil l require the.addition of approximately 15 to 18 ft. of aspFralt along the firontaqe of the development. The construction of curbinq may also be reqiaired. E3: - The proposed plat sha1.1 be improved to the standards set forth in Spokane County Board of Commissiuners Resolution No. 80-1592, as amended, which establishes regi.tlations for raads, approaches, drainaqe and fees in new construction. E33- The County Enqineer has examined this development pr-oposal and has determined that the impact of this proposal upon the existinq County Rcoad System warrants the dedication of additional Riql-it of Way and the roadway improvements herein specified. E34- This plat or development pruposal is located within a d rai naqe basi n wh i c h I-ias been identi f ied by t he Spokane County Engineers Office as havinq stormwater runoff pr4blems. Since this plat or develcipment proposal is affected by or is a contributar to stormwater f lows, praperty a►wners should participate in the planning and implementation of a future basinwide stormwater manaqement system. The following statement shall be placed in the plat dedication: "That the uwner(s) or successor(s) in interest aqree to join in any Caunty approved Stormwater Management Rrogram and to pay suct-i rates and charges as may be fir:ed throuqh public hearings for service or benefit obtained by the planninq, design, constructing, maintaining or operation of stormwater cantrol facilities." ~ CIFF T CE QF THE CDUNTY ENG T hIEER SPOk'ANE COUhITY, WASH I NGTON November 1E, 1989 TO: Spokane County Planninq Depari:ment (Current Planninq Administratar) FROM: Spo4eane County Enqineers Aepartment re: Subdivisions SUBJ: RciarJ Conditians for Plat, Name Short Plat hJumber 604-89 The Fo11cowinq Conditions Apply to Plat llnder Cr-insideration: E 1- That conditional approval vf the plat ay the COlsnty Engineer is qiven sub.ject to desiication of Right-uf-Way. E3- That drainaqe plans and desiqn ca]. culations showing the aliQnmznt of drainaqe facilities be submitted to the County Engineer for apprQVal prior to construction and/or the filinq of the final plat. Drainage plans to be prepared under the direction of a licensed Rrofessiunal Civil Enqineer. E12- The applicant sriould be advised that individual driveway access permits are required prior 1:o issuance of a buildinq permit far driveway approaches t4 the County road system. E13- Dedication of 5 ft. of additirynal Right-of-Way along McDc+nald Road and a*d---*0 ft. radiLts at the intersection of M cDona 1 d Road and Sanson. E15- That a statement be placed in tr,e plat dedication providing fior future slope easements as required by SpoF:ane Caunty alonq McDonald Road. E1~- Ey:istinq Caunty ruads providinq direct accPSS to ttie plat shall be paved and curbed t» Spokane County standards. E19- The word "applicant" shall include the owner cor owners of the praperty, his heirs, assiqns and successors. E20- TG construct tfie road improvements stated herein, the applicant may, with thre approval of the COunty Enqineer, ,join in and be a willinq participant in any petition or resolution which plArposes is the fQrmation of a Road Tmpf rivernent Distri ct (RID) fr-tr- said impr-nvements pursuant to RCW 36.88, as amended. At , SP 6~.~4-89 paqe 2 s!tch time as an RID is cr-eatPd or any Road Tmprovement Pro,ject is sanctioned by Spokane Gc-unty, the improvements reqi_iired (turb, sidewal k:, drainaqe contronl and paving t,--,. existinq pavement) wi 11 be at the sole expEnse of the undersiqned owner, their heirs, qrantees and assigns. E21- As an a1 ternative methcod cif constri_tcting the rc-ad improvement stated herein, the applicant may, with the appr►_iva1 of the County Enqineer, accc-mplish the road improvements stated herpin by joininq and participatinq in a County Raad Pro.ject CCRP'J to the extent of the required road improvement. At such time as ar1 RID is created or any Rnad Imprr-+vement Project is sancti.oned by Sprikane County, the improvements required (curb, sidewalk, drainage ccontrcil and pavinq to existing pavement) will be at the sor1e e:tipense of the undersigned owner, their• lieirs, grantees and assions. E22- That the followinq statement shall appear within the dedicatory la~guaqe of the final plat: The Uwner (s) or successor (s) in interest aqree to authorize Spokane County to place their name(s) on a petition f-Dr the fii---rmation of a Road Improvement District (RID) by the petiti.on rnethod pursuant to Chapter 36.88 RCW, which petitiun inclmdes the owner (s) property, and further not to object, by the siqning of a ballot, the formation of a RID by the resoltition method pursuant tc, Chapter 36.88 RCW, wfiich resalution inclLtdes the owner(s) property. Tf a RID is formed by either the petition or resoluti4n method, as provided frr in Chapter 36.88 RCW, the owner Cs> or successor (s) fitrther agree: (1) that the impravements n-r construction contemplated wittrin the proRosec) RID is feasible, (2) That the benefits to be derived irom tfie fiormation of the RID by the pruperty included therein, toqel:tier wa.th tt'ie amount ofi any Caunty participation, exceeds the cost and expense af f-ormation of the RID, and (3) that the property within the proposed RID is sufficiently developed. Provided, furttier, the owner (s) or successor(s) shal l retain the riqht, as authnriaed under RCW 36. 88. 090, to ob ject t~-~ any assessment (s) an the prcperty as a result of the improvements called fir-or in con junction with the formation of a RID by either petition or resrolution methnd uncier Ctiapter 3E.88 RCW, and to appeal to the Superior Court the decision of the Board r-f County Commissioners affirminq the final assessment rall. It is further agreed that at such time as an RTD is created or any Road Improvement Pro,ject is sanctioned by Spok-ane County, the improvements required (curb, sidewalk:, drainaqe control and paving) will be at the sole er,pense ofi the undersiqned c-wner, their heirs, qrantees and assigns withOut participation by Sp~~ikane County. Ttie RrD waiver contained in this aqreement shall expire after ten 00) years from the riate of ea;ecution below. However, the cswner (s) or successor (.s) aqree that if said RID waiveY , SP 604-89 page 3 expires wit!-~out ronstrisicfiion of the required improvements, the owner (s) or successar (s ) agt ee to consl:ruct the r~quired improvemc-nts at their nwn @xpense; pay to Spok:ane Cuunty the then esti.mated ccost of the reauir ed improvements to enable the County to complete trie same; ur furnisi) a bond cir other secure method s!titable to the C~iunty (whichi may inclLtde the execution of another RID waiver agreement), providinq f~~r rjr secLtring tn L-he COUnty the actual constr-uction of the improvements. A11 of the requiremenf:s of triis aqreement shall run witt) the land and shal l be binding upon the owner (s) , their SIICC@SSoY (5) or assiqnCs>. E24- The CGunty Enqineer has designated Typical Ro-jadway Section Ntamber Two, ACCe55 Street Standard for the imprcivement uf McDonald Road which are adjacent to the pruposed development. This will require the additian of approximately 15 to I8 ft. of asphalt alonq the frontage cif the deveiopment. The construction of curbinq may also be reqijired. E32- The pruposed pl at shai i be imprr ved to t t-ie stand ards set forth in Spokane County Board of Commissioners Resol ution No. 60-1592, as amended, which establishes req!tlations far roads, approaches, drainage and fees in new cunstruction. E33- The Caunty Engineer fias examined this development prrpQSal and has determined that the impact of this proposal upon ti-ie existinq County Road System warrants the dedication of additional Right of Way and the roadway improvements herein specified. E34- This plat or development proposal is lacated within a drainaqe basin which has been identified by the Spol.ane County Enqineers Dffiice as fiavinq stormwater runaff problems. Since this plat or development proposal is affected by or is a contributur to stormwater flows, property owners shc,uld participate in the planninq and implementation of a future basinwide stormwater,management system. The followinq statement shall be placed in the plat dedication: "That tfie awner(s) or succes5or(s) in interest aqree to jvin in any Cc,unty apprQVed Stormwater Manaqement Program and to pay such rates and charges as may be fiy:ed throuqh public hearinqs for service or benefit obtained by the planning, desiqn, constructing, maintaining or operation Qf stormwater control facilities. " r Apgl.ication £or Shart Subdivision Appraval. PAAT. ONE . (Tv be comgl.eteci by applicaut) ° A. Apglicasst 's Name : Ero~~ Addxesa : 03.n. 419.2=aa - °ZlC Legal Dwners Name : • Address: nO B. Phone nurnber where applicaat can be reached: 6-6 • C. Tota1 Acreage af propasal ~ Tax Parcel . , D. Nfumber vf Lots ~ . E. TypiCal lat size • F. Land Use Propased by appYicamt: jw;"~ . . G. Method of Water Supply: Indivi.dual Wells C~. Public System Private Community Systtem ( Other ~ 3. (Describe) H. Methocl of Sewage Disposal: 5eptic Tank and Drainfield ~ . Lagoon Treatment Plan.t C). Other, or cambinations (Describe) . . 1. Lxst IItil.ity Companies and/or DistrictB exgected to provide sexvice to this propvsal.: ~ _ . Electricity ~V ~s atere[4L&'~Phone JAIA4 f J. D4 you, or the ewn.er in the event you, dv nat own the sub ject land, have any plans far future additions, expansiaa, or further activity related w:ith this proposal? If yea, explain; , • ' K. Do yau or the owner, owa or have optians on land nearYOR or aja~ceut to this Prvposal 's location? If yes, exp~.ain: ~Z rn L. Signature I, the undersigaed, swear under pena].ty vf perjury that the above respon.ses are made truthfully and tv the best of my knawledge. I alsa uxider$tand that, should tbeze be ary willful misregsesentatiom or willful lack of full disclo- sure au my part, Spokane Gowaty may withdraw any apgraval it might issue in reliance ugon this applieation. Date Prapanent ~ Date Owner ~ ~ Data ~ f Notary Residing at . ~ . ~ ~ ~ t IMRY Sm ~ A /000* PART Two (To be completed by surveyor.) I, the undersigned, a licensed land surveyor, have campleted the infarmatiort requested, aad the Pre].imixag Plat has been pregared by me under my supervision in accordance with the ments of the Spok,ane County Short Plat Ordinance and the laws of the State o y ro (Signed) ~ Date: 10 l 9 ~ 89 s (Address) Route P Box ?_2 Phone: 1-?08-875-0555 co ~i~•~~CiST~4~~ Potlatch. IdAho 83855 Zip: 83855 S ~ ~ PART THREE (To be completed by Water Purveyor) A. This subdivision L"W~") (is not) situated within our service area. B. We are t (not able) and willia to supply this subdivision with adequate water for: (~oar~esti ~'irO) (industrialf (commercial) uses. C. Satisfactory arrange~nents(have) ave nog been made to serve this proposal. A~ D. Si6nature (omlY when items A, B~'h~C"ar e and comPleted) I~ S ~ ~A Ul A Q 1 ~ ~4 25 ff. X purveyors name o:a re and title date PART FOUR (To be completed by Fire DiStriCt) A. This subdivision (is) @ZMXM) situated withia our service area. B. Adequate arrangements (have) ) been made to meet our needs is providing for an ade uate water system and facilities for fire protection purposes. C. Signature Zonly when items A and B are true and completed ' D. Fire District recommends: ~,{d • . 6 Fi~Oi St 1 Ct s ture and title ~ i gna date ~ PART FNE (To be cotnpleted by Health District) A. Health District requirements for short plats4aoe (have aot) been satiafied. B. Signature . /r(~ /os lg1L signa e ~ 4 itle ~dat,~ - ~ PART SIX (To be completed by Planning Dept.) Date Submitted: Checked by: • Schaol District: File Number: Existing Zoniag: Date Established: . . _ 2- 'Oo/ ~ ~ . • ~ • . . . . _ . . . ' ' . . • . _ . _ . ; ~ _ . . • ~ • . _ , _ ~ - _ . • , , . = , , . . - . . . ' . . . . . • ~ : : ' i~ ~ - - Enwax~ J. SLOt~ xD RvTx E. SLOUxA 0920 N 5306 MC DONAI.D RD 926-5077 i sPOxANB, wA 99216 0~~ ~ 19 C) 28-8250/3251 P a.; ` ~ i ~ ='~`~`=='~.`~Sr.:.;~.~.s~,;: ` PAY 70 THE ORDER OF $14: , - - - DOLI.NM G~ WORI2on ' r-edeaaL cRedlT urdon s aUM~ TMff NWto OM UM u~ I ~ MR , -1: 3 25 L8 2 50 61:98 9 L00 9 6 3800 L 2u' 0 9 O . - , • c ' _ „ . _ . . . . • •6 : • : , ~ _ . . . • ' , ' - . - . + • ~ ~ . . ~ _ ~ - ~ • ~ • • ' - - ~ S~~Q ~ A8 ~ m~a r~'dd _ .1 c~ ~ ~@ \e~ • Q 0 Cird'14W ~ 3~.~~ : ~ 1Wld»1► • • NSh i01MW arod Mo~ mno»y siolloQ, ssaippd ~T~~7S woaJ paA!0308 C660 6'~61 ~a'vI e;°a ldl3:) 3 b ~ ~ ~ % Z ,.'!J (o jl±.i `(D PU6LIC WORKS DEPARTMENT OFFICE OF _ . • ` COUNTY ENGINEER z • :~v,s RONALD C. HORMANN, P.E. .Ei-~~ ~n » ~ COUNTY ENGINEER SPOKANE, WASHINGTON 99260-0170 s~oKwMC tovti:r eot;ni Nouse AGREEMENT T4 PAY FEES Agreement Number --<P ~ ~ This agreement between Spokane...,County a I,;~v~~~ whose interest in the project is - , is entered into this 2-1~3 day of C.~ 77~" This agreement is applicable to th project known as: ~ , ~ That the individuals and parties named herein as havinq an interest in the above described pzoperty or project agtee to the following: 1. Reimburse Spokane County for-project review and inspection fees as specified in Board of County Commissioner's Resolution 80-1592 attachment C, as amended. The fees will be based on actual salary costs incurred by Spokane County foZ project reviews and / or inspections plus a ten percent administrative charge, and will be billed monthly as accrued. 2. The undersigned agrees that these fees aze due and payable upon receipt of the billinq as specified above. The montbly billing should be sent to the attention of: ~ a Lto r ~ S%G* -'77 I understand that failure to pay these fees may result in delay in completion or approval of the project or other possible sanctions. By ~ ~ o-A~u~ Public Works Building / North 811 Jefferson Street / Spokane, Washington 99260-0170 (509) 456•3600 F ,ASYD I;SP V'1 01 - ROAD SEGMEhlT I RlFCI,RMAT I,ON Road 'NumbPr 'r' 4423 . - SANSON,.-AV S,tart MP: 006 Functi,r+,n Classo: Local Atcess Endin,g MP: 00.50 Rura1/!.lrban-: U;rban Federa'l Ftuute #o .wavemen-t :Sho-uld,ers Type: 'Cr-avel or S-tone 'SUrfaced Yy*pea- Ndne `Wid,t-t-r. (Feet 1,E3 Left ('Feet): 01'6 of Lanes : 02 Ri gh t, ~Fee.t): 6W I`9ed-ians General Infn-rmatuon Ty-pe'a Nnne Cur'bte- No'.ne 'WidtFr (F~~t)e Sidewa,lb:it: IV~.~ne PF5, tb, Li_st Rnad -In1:.er..sect,ions. PT"15 to E;nteY -,new Seqmento .FF16 Ta En te't° new 'Road e J EASYDLSP V-1. 01 - RDAU, -SEGMEN'I" I.IVF{3RMATTOM1i Rcia'd lV11mber e'2908 - MCn'OIVALD. RD Sta rt MPd- 00645 FUnrtion Class: Local Access -EndIiri,q MF. 00: 87 Rural /Ur,ban: Ur,ban - Fe'deral 'Route Pavemen:t. Shou'lders '1"yp;ec- G ra:'v"el 6'r St,one Surfa.-ced Type,a' No'ne. Width (-F,eet)-c 22i Left (Fee"t); 04 # c-f Lanes: 02 Ftigh:t. (Feet.) : 0 cJ 'Med ia ns Ge,i7e:r.a=1 I-n •f qr ma t i on Typ,e: Na:ne L'ur b.s: None Wid't;h C Fee'9: a'_R Sidewa ks: N,~_-) n e PF,S :to List Road Inters'ectiv~ns.n PF45 to Lnt:er, new SeQme'nt PF-16 To Enter new -Road. EASYD ISP V1601 - ROAD 'SEGMENT I NFORMqT I DN Road Number; 1 l71' - EVERGRE~EN RD 7in, C'lassa Minor Callector S-:tar-t- M,I': 00.53 FunttYj!_ End,inq 'M.P.: 00._35 RuralfUrbane Urban Fede.ral.. Route 4095 pav.ement SI-ics ul de.rs Ty,pe: As,p_hal t Type,A Surfaced iWidth (Feet)~. Left (Fee;t.),:. 04 o'f' Lanes o 0~~ R~i,gt~t *(Feet 04 :Medians Gener,a,l I'nformat.ion Type: None Curbs° fVone Wid;tb (i=eet): Sid.'ewa 1 l:s: IVo,ne f'FS~ to 'Li,st, Ri:~ad I.n,ter,sec~,ions. F',F15. -to Erlt.er ,new. Seqment:. PF1-6 To -Enter new RCad. ~ J' i : EASYDI:S~P vi-.'cm RDAD SEGMENT INFORMAT:[ON Road Number: 5249 = WELLES,LEY AVE Bt=art- MPn. 00..16E runc-tinn Class,s,: Pri:ncipal A.rterial Endiing MP: 00. 99 Rr_i'r-a 1,/U,r~ban:, Urban, FederaZ Rou±e 3902 Pavement Bho.ulders Type: AspFia1t 1'ype: Surf.aced ,Wiclthi (Feet,):: ?U Lefit CFeeta e 02' # Af Lanes« 0:' Riqht (7eet)*s 62 Medians General I:nfi:eirmati,3n TyRec Nane . Curbs;a M1lone Widt,t-i (Fee1:) : Si'dewal.l::sa Norie PF5, tn Li'st- 'Rl:)ad I n;ter-se>cl~,Iions. ' PF15 to Ente;r new Segmept. PFi6 Ta Enter -new Road. ' EASYMS,P V1o Q-1 - RDAD SEGMENT T hlFOFtMA.T I QN RcaAd, N!.imber : 5249 - WELL-ESL-EY FiUE 'St-art MP: 00.99F,6nction Cla5so, M-inor Col,lector Endi,nq MP: 01. 1.4 R!ura;l,/,.Urban: ,Urban Fpde.ral Rou't,e #ks 39a2. Pavemen't-- -Sh6'u 1'C1e Y5 Type: As,phaZt~ Ty-pe,: SLtr=faced Wi,dt;h, 'CFeetJ-: 22:' Left CFee,t} : 10 # r{f Lanes : 02 Ri,qht(Feet:)a 06 Medians Gener•a1 T nformat ion Ty.pee Norye Curbs: tWune Width-CFeet7: 5,id'ewall<sc Norie PFS to List' Roaci Iinterseofilons-. I'F15 fio 'Eiiter new Se.gme.nt. PF 1 E, Tb E'n t,e r•-, new RoacJ'. i`►. _ . _ CURREIV"I' Yx PROJECTEll TRAFFIC COUNTS, Station' ,4124 MCDONALD. RD MCDONALD RD, RD -29.68, NORTH RD # 2908 SDUTH 'Gf / l.4,/83° - 282 06/2518E - 11,046 CUR-RENT - 3G2 C'WRRERIT - l, 1-94 , + 5 Y RS- 440 + 5 Y R5 - i ,..453 1 S YkS. - 6 51, t 15 YRS - 2,, .1 51 20 Y'RS, - 792 + ,20 YRS = 2-, 616 WELLEaLEY AVE WELLESLEY AVE Rn # .5249 EAST *44 RD # 5249 WEST .03!-28'/80 - 156 06/25/86 - 3,,=337 CUFt-RENt - 3 , 14b CURRENT - 31, 8 1-0 + 5 YRS - 3'p 828 ¢ 5-YRS - 4y,!63,5, + 1,5 YRS,, - 51,--663 + ,15 YRS - 6,,861 ±20 YRS - E q 89o +20 YRS - 9-,.347 TheSe coLt,nts a.re seaso,nal 1y ad jlasted by qr.oup mean f,aCtC~YS. Pr-ujected c-~o~_~'nt.~, ar~e c~-1 culated, at 4% pe'r ye~ar: Press <Retur-n:> to cc,nt;i.nue. PF1,6 t-of Exit. CURRENT & PR0:7EC.TED TRAFFTC COUNTS Stat].'r f`I ~ 41,25' EVER-GREEN RD EVERGREEN RD R-D 1171, NORTH- RD. # 1171 *44 SOUTH 4** .0.6116/86 - 1, 67,,4 06/ 16/86 - 3 , 1-27 CURREPIT - 1 f'9 :1:4 'CU.RREIVT - 3,,573 + 5, YRS - -^q :329 + 5~ YR5 - 4 0.347 4= 15 V RS - 3 q446 + 15. Y,RS - 6, 4- ^5 + 20 YRS - 4i193 ¢ 20 Y~RS - 7, 823 WEL,LESLEY AVE kIELLEaLEY AV-E RD. # 5249 EAST RD' #,5249 -WL-ST 06146/86 - .'^~'p S..,JB :06/j.Ei'~86 - lp 85'^`~ C,URRENT - 3y 265 CUR;FtENT 1 ,.89,1 + 5 YRS- - 3p973 + 5 YRS - 2,9, ~0 0 + 15, Y RS - .5;1881 + _1,5 Y-RS- - ,4Q.S, -2n YRS - 7, 154 + 20 YRS - 4, 143 These counts a,re -seasc►nal1y ad jLtSted by :qr-oLtp mean factors-n Rroj:e.ct.ed counts ar-e calcu_1atedat 4X pEr ,ye.a,r. Press <Re'tu'r,n> to con'tinue. PFf;G 'o Exit,. . ~ ~ ~ .5 1 ~ . 26 SE 1 • r ~r t~ 1 I ' ~ .r ~ ~ ~ r r ~ ~ D + ~ • ZO'p .v -r- - - • D c ~ ~ . o L~, G f p 6 . . ~ 7 ~ ~s Q r~ ~ !Q~ a - ~ ` r . ~ n~ ~ ~ e Z p o o _ N L~ (18D ci 109 v ~ , ~ , , Q -GI 227' r ~ y4 z - ~ 35~~ 2aa►° ~~S ~ ~ i ,~5' N ~ 1 ?2) 224 ~ y L y ~ N ~ . ~ •o : ~ ~ tC~ ~ ~ ~o i/ T A 4► ~ ~ • . ~ ~ i ti► " ~y t°Qn ~ a la b~n' ~.s• 193 hl . r ~ ~ In, / ~ ~ d t ~ r~ na ~s ~IV eru 1:: r~a ~ts N• its Mt ~9 I~t 113 154 1al► 1~ 031 w►at l t 644 o4e i #c tF s 1!R 1•9 ISD ~ 10 IN 1401 1A!' i r Y 4 ~ ~ t R O 1 1► ~ ~ r ~ I f Q~GE t~~•~ c~iJL e►~ F Lt tl9l • . _ _ - - _ . . , t ~ . r - - 6~ - ~ r Q r V ~ a o ~ ' g fL~c/YS Fa&aCt4 AvE ' ~ ° ' ° ~ ' ~ • ~ ~ • ~ ~ ~ ~ ~ w t4/ 148 149 ISO ISI 15i I53 f'N IS51MG ISY g I ro 8 1 1 m n R t. PCBI . ~ - ~ IR ' - 3~ - S~N~OY ~Vl CL 18~~ ~I ~ a ~ o ~ a b~ ~ a ~ w a t ac ~ e... << d Q O J Q ~ R _ r_1_ m.,•,. S EOSI l~ast O ~ Volley , Val~iy O W v = o • ~ , H i n i4h' Scl~oc ~ i = Ti~e ~wo~d d SCAOOIO i~ - ' t330 wELLESLEY AVE. d9 Ot MO Ne~ 142 ~ t n MMNE= ib IR 111 110 !1f 120 Ql ~rXI 124 I25 126 12? li 1?9 1 1 9-12 133 0 156 137 ~ e a t43 164 io 146 ~ 1~ ~ w~AO~ ~ ~ • M~/I M ~M ~ 1 A ~ 'inQ P/onlC ~ i . ; L ~ ~ S~~ • o ; 13 L o•#cr[tL ~ . , ~ ~ . . ~j. w y s.vc ~ ~j ' aIc.. evn W . o f p vil A,rE l ~O ~ •r~~~ J v d.. ..tl~ ~ ~ r.~ r ~ f Q EL ?UI i ~ ► ~ ~ S rfN ?O?6. ~ 3 CC Irfl 1010n1 ~ - e p p_ ~ .90 HaiOGE ~aop ~to y ~ ~It N .ituww s~ I - \ ~ . . ~ • „ ~ ~ ~ f~ " \ AL UMING ROL L ING i ll L • n. ~~:?tit'.,k+,. CUCLID AvE ~ol • ~ L.~(L. U fvl e I 4•; ~ - ~ • ~ ' ~ ~ ~ R ~ O o I , 1 ♦ ~ Nxbr" v M. h F PLANNING DEPARTMENT BROADwar CENTRE 8U1LDING N. 721 JEFFERSON STREET y t~, PHONE 456-2205 r SPOKAkE. WASMINGTON 9926Q 'yA~Mti~ ~flti"f•V 1.. r~8 N~F .r.~ MEMORANDUM TO: Spokane County CoLr.ty Engineer Spokane County Utilities Spokane County Health District Spokane County Department of Building & Safety Fira Protection District #1 ter Pun►eyor. Trentwood Inigation FRO homas G. Mosher, AICP, Senior Planner 4r DATE: November 1,1989 SUBJECT: Preliminary Short Plat Number SP-89-604 Attached is a copy of application d proposed preliminary Short Plat map referenced above as subrnitted by or the subdivision of 31ots. Please review thi.s progosal and return your comments and recornmendations by November 15, 1989. If you have any questions reganiing this file, you may contact John Pederson at 45f-22Q5. Thank you for your prompt attention. kc Enclosures c: Ed Slouka N. 5306 McDonald Rd. Spokane, WA. 99216 • ~ . • \ //000 ' Application for Short Subdivision Approval PART. ONE • (To be completed by applicant) A. Applicant's Name: ' Address: 6 Legal Owners Name: • Address: e? s B. Phone number where applicant can be reached: ~c;LZ S 6 77 - C. Total Acreage of proposal Tax P arcel #~_r6 D 3 D7 . ' D. Number of Lots 3 . E. Typical lot size • F. Land Use Propoaed by applicant: G. Method of Water Supply: Individual Wells Public System ~Q . Private Community System C). Other t). (Describe) H. Method o€ Sewage Disposal: Septic Tank and Drainfield Lagooa Treatment Plant C). Other, or combinations (Describe) I. List Utility Companies and/or Districts expected to provide service to this proposal. : . - • , Electricity kV as WaterJ Phone 11G, JdA:A~ rua~ • J. Do you, or the owner in the event you do not own the subject land, have any • plaas for future additions, expansion, or further activity related wi.th this proposal? If yes, explain: ' K. Do you or the owner, own or have options on land nearb or a jacent to this proposal's location? If yes, explain: :5eG -iP 4_1_0 n ,.j2e ,vr, , L4a AU esittie) 'C44J 4=0,911-40/ 0-/ L. SiQnature I, the undersigaed, swear under penalty of perjury that the above responses are made truthfully and to the best of my knowledge. I also understand that, should there be any willful misrepresentation or willful lack of full disclo- sure on my part, Spokane County may withdraw a.ny approval it roight issue in reliance upon this application. Date Proponent ,t -„+•,a, J , l~. Date ~ 1,2.32 71` Owner, . -•co , ~'~t , , • ~ ~ ~ Date N0}~y~ YG~ ~ ~ 1 • ~ i ( Cy Y ~ q2~- C;~ • , Re si d.i.ng t . b E O i~ . ol,s„ \ NOTARY hr< \ Q ~ - . . ~r/ ~ • . ~ PART TWO (Tc be completed by surveyor.) I, the undersigned, a licensed land surveyor, have completed the information requested, aad the Preliminary Plat has been prepared by me under my supervision in accordance with the ' meats of the Spokane County Short Plat Ordinance and the laws of the State 0 ~oF VVns,y,y 8 y- ip r► (Signed) Date: 10 / 9 l 9 s (Address) Reute ? Box 22 Phone : '1-PO8-875-0555 c 24226 _ FcIs7E¢~ Potlatc.h. IdAho 83855 Zip : 83855 6 ~ buxrm PART THREE (To be completed by Water Purveyor) A. This subdivision 02%) (is not) situated within our sereice area. B. We are ( (not able) aad wi.1.].ing to supply this subdivision with adequate water for: C omesti eire)) (industrial) (commercial) uses. i C. Satisfactory arrangements(have) k aveno been made to serve this propo6al. R3 D. Signa.ture (onl when items A&~r 4and m leted) IN St~ ~ Y ~ B P ~SA l/! G~P ~ purveyors name igna title date PART FOUR (To be completed by Fire Distt^ict) A. This subdivisioa (is) eJM=9.) situated within our service area. 8. Adequate arrangements (have) ) been made to meet our needs is providing for su ade Zonly uate water system and Pacilities for fire protection purposes. C. Signature when items q and B are true and completed ' D. Fire District recommends: • . • ~ ~ 1~6 Fir~0lstrict s ture and title dat gna e PART FIVE (To be completed by Health District) A. Health District requirementa for short platsaiowe (have not) been satisfied. B. Signature *'t r.13 r9'L signa eea7n ~itle d ~ ~ date~ ~t,/ Ica ~ PART SIX (To be completed by Planning Dept.) Date Submitted: /0 Checked by: L~ School Di6trict : File Nwaber: :f-~~ ' Existing Zoaing: Date Established: • . - 2 - . ~ r . . ,