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PE-1506-85ddI At ,MltasE a a . .Gars 7-8 A FE C J/ yam, C7 D /\ A /a v Tie /�.Pto a! 6 A sr.¢ta EP X- _ _ G. EA) 0 e el s A. 6C A.PSls et- Se ee.Y6 s o 6 Pc..#r Lac .PricW Sy 1. © < OFF / p uw�. 56.vM.�PB Sot b� $, occidt'ue>m.r tnr,rwe IS GA_ b ell' J is f -ernA.0 o .d t;..... d K ti - c r ' . /Pa4o W,vrlrs - o IC Muriac Aka,. e r /sr 74 .E. Am t rs C C A Ao Pco,c r,n., hvj.c.r. tu e a 0 s .. / Foor - S.rl.ot -11/A 0 k— 3 nF4 a a. 62o r...r rawer A -2-87f7 tP (c 4- L „-✓ ris L. or %laws o K ' Re-A, ,e ,f /4..1.e < /U /Qt CLO3v / Dg-- /)ncAr I Pr: o N V JC . / Faint- tr/2, o t Ali 4 .¢.o. n K ,? in - r4p STArFaireur o K Ar «Fr,s Pen Awl irc Jv /A Debit R/tv OED Ic..tT t nn a _ Fe D 0E-. p.PA.a/R6 C. .C.4 N QIIA66 - P,n' rALv o.- -.,- P l r✓.-. 0 C ♦ FLOOD lwlkv AAICe �, A-//{- Patin ida ifnAn Doc. /s"'s P//f AJ74 • Penv.ar K/AONla.c. FoaD Desca, pri o •.■ e_. 37 C1 WAteRSe4tP5 C t R°AP A -0W s tit e .-4 O Bo NO . AJ e__J 4.'/� - 0 °� t)r3 °5 /19-,C. R `(NEw� 6AD Miles 0.13)4i: t, 7 TAY 4. A'eEA 4,9 3 Ac.Km wt-ED 6 emenrs b S,e uer By .E1-14,,•eese, / 6-l a5 P SPOKANE COUNTY ENGINEER'S OFFICE TyptcaI Cross 5ec[ion Dotermtnation R values ffl.c'indexes on y»» TraIf tndi_vidual t r ;tff IC xes. TRAFFIC INDEX ** pri jett 'Ore TO MATERIALS LABORATORY Datc FROM: C- r, _Al fit SoN Please furnish Stahilometer test actual County Road Name(s) s T • t AVE PLAT No. Jf'9 /t ROAD NAME CAL VLF"` _Li Pi • Drainage — Percolation greater than,72 /hr: yes_ No Est. Act. .Remarks* /c • ' Drilling request , * Please note. any unusual characteristics of soils and /or topography. Are the soils 'fsiul able' for the use of drywells? Are there any unusual drainage considerations? • ROAD NAME FUNCTIONAL' CLASS Major Artet :Secondary 'Ar'terial Collector Arterial Access Road Private Road These Are guideline trn necr•ssary to catrul for the soils on the Sec. 02.3 -- --Twp. .as R. . e ,(See attached section map) R VALUES - LOCATION - FOR OFFICE USE ONLY FUNCTIONAL CLASS A >3a: .,. (Joins sheet 672 v. SPOKANk't "UNTY, WASHINGTON — SHEET NUMI R.44 E. !. R.45 E. ' NUMBER ;ANE. COUNTY;; WASHINGTON — @a R. 44 E. Mite Scale 1:20000 0 r (Joins sheet 66) 5000 Feet ( Joins sheet 84) N fr P. L. A. spL H 18:x3] I Sco Icon > r - 13 �o 4Drkvew^ ex 700 {. _4 z lcx25 IZOO* 1 13 ado Gras __fir s * t _C3td;_= O_._ 2 A. 3:7 .__ ___,_ 5. =�_Z _ °!o G rb.ss = 1. 0 8 L= l5 _. 5 oLs ° l °_.__ - -- 2.08 A c (0 4" 0 re_c, ( 000 "-Ft x 1/2 2-77-5 ( 7_ 1 T L c - 2_ - _ - -:- 23.r ..i 1/.1, ZZ -s KZZ y( ' lix.sx �c k -S 901. =.286.5 t 3 . _ _ 1 1,5 7 P, rct. 0 'a i3 �oo- 4 Drl v¢- w::.ys L.) 1--� p o, I 1 t rSloq G rem. sr A vg I lowne.r' _P 8, 5. 7 O --+' �1L X 7oot 3- t16 > 54- 00 s 3 970 C�. - !:Z Pc L - 27 0 . S Z t e r o. a� �. L s =O.sq, • 1 12 x 1 /1 2_ e i o C" t _ ` = 3 7 -Pr" 2 5 6 A 2s E I f - ( I /2 X. -V I. 5 I C Z) ..4- -R ac. .7 % 6. is Arm Arc ?rkss n „ o S F=\ rza. 640x lit XKZ 6sPt 4- . __1fzG- o.f:= 0 2: Co . L= _37n___,..�_Z � 4_ ° I% G.&s,S_ _ .....12-,,..,40 -4' "0- 36 P..; L 3 b S . S A 3 2 -�� 7 3. a t. 3 -8 - :: 2a- 2 x t!x /tZ 4. ( V J 28 (6 9 _F13 7 � 1 vewc : 3( !‘crs vus s f .%z.G r 700_ 3 300 + ,s . \+_z_ra �700� 1 . �.zop. L= ` 70 ..s % :taroks s __9 >ooff .. Z 3 A __S._. S% .. . 20.8" pons .._ST 40Ux 'I2 x , 1 4z = Z Z517' 1. • t 134, L9 ? 3 ther¢_ - tI L. ZO8 R � virtP , rJr ZZS �f Yol LA. � • ISxzo 7- l it Sr lo /, 1/ •. s x 1. -S c `95 -Jz. I So 33 ' ZS _ _ 3 9 Z S 'xZ2. ; €: 253 L.Z .sx"f-5x so " :.33. Z 8 !0 z a s '-{- • ( / S0Z lolzsl85 _,._ DATE .= 10/24/85 DESCRIPTION L= TOWNER'S ADDITION SUBAREA -1' RUNOFF COEFFICIENT= .15 SUBAREA 2' ='32 ,ACRES :SUBAREA 2 RUNOFF COEFFICIENT .= .9 COMPOSITE RUNOFF COEFFICIENT = .321428571429 SUBAREA 1 = 1.08 ACRES TOTAL•AREA = 1.4 ACRES OVERLAND FLOW VALUES Ct = . L = 145 N = .4 S = .005 CHANNEL FLOW VALUES L = 370 Z1 = 36 Z2 = .172 N = .016 B = 0 S = .024, TD '= .148 COMPUTED VALUES DUR = 10.88 , I10 = 2.19 010 = .99 QA = .99 RATIONAL;FORMULA HYDROLOGY DESIGNER =.0 SIMPSON' 'j .FEET PERCENT HYDROGRAPH DESIGN S.C.S. TR-55 METHOD DESIGNER = C ,SIMF'SON;:`` •, BASIN A ,.SUBAREA 1 RUNOFF. CURVE NUMBER = 77 SUBAREA2 RUNOFF7CURVE NUMBER _.'98 COMPOSITE'.CURVE NUMBER=``81.80 . DATE = 30/25/85 DESCRIPTION= TOWNER'S'ADDITION. SUBAREA 1._ =.1 0B .- ACRES' SUBAREA., 2 32 ACRES TOTAL .AREA t . 1 .'4 ''ACRES BASIN INPUT-DATA ri. RAINFALL = 2 ;INCHES HYDRAULIC LENGTH" - -515 ,WATERSHED' SLOPE _ = ;1.5 TRAVEL TIME = O-HOURS CALCULATED VALUES TABULAR HYDROGRAPH S = - 2.22 U = .64 INCHES LAG = .14 HOURS Tc = . 24 HOURS VOLUME = 3,115.24 C.F. MAX RUNOFF = 1.00 C.F.S. HOURS RUNOFF IN C.F.S. 10.0 0.00 11.0 .03 11.5 .06 11.70 .25 11.80 .61 11.90 1.00 12.00 '.91 '1 .66 12.20 .'41 12.30 .28 12.40 .22 12.50 .18 12.60 .16 12.70 .13 12.80 .11 12.90 .10 13.00 .10 17.2 - .08 13.50 .07 14.00 .06 14.50 .05 15.00 .04 16.0 .03 18.0 .03 20.0 .03 24.0 0.00 J ti • 7//� DATE 40/24/85 DESCRIPTION = TOWNER'S ADDITION - SUBAREA 1 = SUBAREA 2 = .32 ACRES . TOTAL AREA = 1.. :14 ACRES OVERLAND FLOW VALUES Ct = . L = 145 = .4 'S = .005 CHANNEL FLOW VALUES L = 270 Z1 = 36 22 = .172 N = .016 B = 0 S' _ .02 .TD = .149 COMPUTED VALUES DUR = 10.37 = 2.26 Q10 = .93 QA = .92 ACRES RATIONAL -: FORMULA ;HYDROLOGY„ DESIGNER =•`C SIMPSON SUBAREA SUBAREA 1 RUNOFF COEFFICIENT = :.15 2 RUNOFF COEFFICIENT = .9 COMPOSITE RUNOFF COEFFICIENT.= .360526315789 TOTAL AREA = 1.14 ,ACRES HYDROGRAPH DESIGN S.C.S. TR -55 METHOD DATE= 10/25/85 ADESIGNER=SIMPSON DESCRIPTION •,TOWNERS "ADDITION SUBAREA 1 82 •ACRES SUBAREA 2 = .32 'ACRES • BASIN INPUT DATA. 'RAINFALL `:2Vt-INCHES ' HYDRAULIC LENGTH. =..' 515 ;.FEET WATERSHED SLOPE _ 1.5 PERCENT TRAVEL TIME '= 0HOURS CALCULATED VALUES TABULAR HYDROGRAPH S = 2.06 0 = .69 INCHES LAG = .14 HOURS Tc =. .23 HOURS VOLUME = 2,737.55 C.F. MAX .RUNOFF = .90 C.F.S. • HOURS RUNOFF IN C.F.S. 10.0 0.00 11.0 .03 11.5 .06 11.70 .23 11.60 .55 11.90 .90 12.00 .79 12.10 .56 12.20 .35 12.30 .24 12.40 .19 12.50 .16 12.60 .14 12.70 .11 12.80 .10 12.90 .09 13.00 .08 13.2 .07 13.50 .06 14.00 .05 14.50 .04 15.00 .04 16.0 .03 18.0 .02 20.0 .02 24.0 0.00 SUBAREA 1 RUNOFF CURVE,NUMBER = SUBAREA 2 RUNOFF.CURVE',NUMBER COMPOSITE CURVE NUMBER= 82.89 DATE',= 10/24/85 DESCRIPTION = TOWNER'S'ADDITION SUBAREA 1 = SUBAREA 2 = TOTAL AREA = Ct = . L = 36 N = .4 S = .005 L = Z1 = Z2 = N = B = S = TD = . 3 ACRES . 26 ACRES CHANNEL FLOW VALUES . 56 ACRES OVERLAND FLOW VALUES 370 36 . 172 . 016 0 .02 . 14 COMPUTED VALUES DUR = 6.45 I10 = 2.82 Q10 = .79 4 , QA = .78 RATIONAL FORMULA. DESIGNER = SIMPSON SUBAREA SUBAREA COMPOSIT 1 RUNOFF.COEFFICIENT = :15 2 RUNOFF COEFFICIENT = .9' E RUNOFF COEFFICIENT = .498214285714 DATE= 10/25/85 DESIGNER= C SIMPSON DESCRIPTION= TOWNER'S ADDITION ' SUBAREA 1 .3 ACRES SUBAREA z2 = 26 ACRES TOTAL: AREA = .56 ACRES BASIN INPUT DATA • >-: RAINFALL = 2 INCHES ;HYDRAULIC LENGTH :=1,406 WATERSHED SLOPE =_Y .5. TRAVEL TIME ,= 0 HOURS CALCULATED VALUES TABULAR HYDROGRAPH S = .99 0 = 1.16 INCHES LAG = .09 HOURS Tc = .14 HOURS VOLUME = 2,267.44 C.F. MAX RUNOFF = .80 C.F.S. HOURS RUNOFF IN C.F.S. 10.0 0.00 11.0 .02 11.5 .05 11.70 .27 11.80 .80 11.90 .78 12.00 .55 12.10 .32 12.20 .19 12.30 .15 12.40 .13 12.50 .12 12.60 .09 12.70 .08 12.80 .07 12.90 .07 13.00 .07 13.2 .05 13.50 .05 14.00 .04 14.50` .03 15.00 .03 16.0 .02 18.0 .02 20.0 .02 24..0 0.00 SUBAREA 1 RUNOFF CURVE NUMBER,= SUBAREA 2 RUNOFF CURVE NUMBER -= � 9 COMPOSITE CURVE NUMBER = "'90.96 rc HYDROGRAPH DESIGN S.C.S. TR -55 METHOD • rj I fr3 7 -cf3 I 0.3 c_fs I 10 11 1E 13 14 . - r, F )15 TIME b ()St D 00 b k 13 0 rrt 1 1 18 1 ME I HOOFS 20 DATE -= 10/24/85 DESIGNER = DESCRIPTION = TOWNER'S'ADDITION SUBAREA 1 = .23 ACRES SUBAREA 2 = .2 ACRES • TOTAL' AREA = .43 ACRES OVERLAND FLOW VALUES Ct = .15 L = 36 N = .4 S = .005 CHANNEL FLOW VALUES L = 270 Z1 = 36 Z2 = .172 N = .016 B = 0 S = .02 TD = .13 COMPUTED VALUES DUR = 5.80 I10 = 2.93 Q10 = .63 4. QA = .64 ;RATIONAL FORMULA HYDROLOGY. SUBAREA SUBAREA C SIMPSON 1 RUNOFF. COEFFICIENT = .15 2 RUNOFF COEFFICIENT = .9 COMPOSITE RUNOFF COEFFICIENT = .498837209302 DATE= 10/25/85 DESCRIPTION= SUBAREA 1 = SUBAREA 2 = TOTAL AREA = .43 ACRES BASIN .INPUT_DATA -RAINFALL -= 2:. INCHES .HYDRAULIC LENGTH ;'= `' 306 FEET • WATERSHED SLOPE = 1.-5 PERCENT TRAVEL TIME = 0-HOURS CALCULATED VALUES TABULAR HYDROGRAPH S.C.S. TR -55 .DESIGNER =.0 SIMPSON TOWNER'S ADDITION . 23 ACRES SUBAREA 1 RUNOFF CURVE '_ -81. . 2 -ACRES SUBAREA 2 RUNOFFCURVE.: :NUMBER = .99 S = 1.19 ' 0' 1.05 INCHES LAG = .07 HOURS Tc = .12 HOURS VOLUME = 1,578.28 C.F. MAX RUNOFF = .63 C.F.S. HOURS RUNOFF IN C.F.S.. 10.0 0.00 11.0 .02 11.5 .04 11.70 .20 11.80 .63 11.90 .53 12.00 .36 12.10 .19 12.20 .12 12.30 .10 12.40 .09 12.50 .08 12.60 .06 12.70 .05 12.80 .05 12.90 .05 13.00 .05 13.2 .04 13.50 .03 14.00 .03 14.50 .02 15.00 .02 16.0 .02 18.0 .01 20.0 .01 24.0 0.00 HYDROGRAPH DESIGN METHOD . COMPOSITE_CURVE.- NUMBER =:89.37. • r F ' . ! 4 , T I M E 11 O. 30 C'7's I 4 1 Dr row ERS A;,glr/om • • • .G RAG ; SHEET, . EdfE Gis?nnt e' 'T ' C...d" fla pixi M . F*c Ssvfi -. % : • .1.7.60_. /bi3to 0 _._ o!io;,■ . 05 .otn,�k TO: S /mP roA �r r� FROM: 41i /X EC,,`O OFFICE OF COUNTY ENGINEERS DEPARTMENT Spokane, Wash. Date: � /3 /��S , 19 SUBJECT: Standard Drainage Language for the Dedication on 74 w,1- r ' f 6. Spokane County shall not be responsible to maintain ingress or egress across the flood plain area. 1. The owners of Lots , , _, & , of Block and Lots , & of Block _ shall be held responsible for keeping open and maintaining the path of the natural or manmade drainage flow over and across the property. 2. The property owner or his representative shall inform each suceeding purchaser of all drainage easements on the property and his responsibility for maintaining drainage facilities within said easements. 3. Spokane County does not accept the responsibility of maintaining the drainage course on private lots within drainage easementslor flood plain areas nor the responsibility for any drainage, whatsoever, including but not limited to inverse condemnation to any properties due to deficient construction and /or maintenance of drainage courses in drainage easements on private property. 4. Floors, including basement floors, shall not be constructed below elevation datum, within Lots , , ■ 6 Block , and Lots , _, _, & Block _ of this plat as required by the "National Flood Insurance Program ". 5. An approved lot grading plan exists for Lots _ , , , & Block and Lots , , , & Block — Grading must conform to said plan on file in the County Engineer's Office. 7. The'owner(s) or successor(s) in interest agree to join in any County approved Storm - water Management Program and to pay such rates and charges as may be fixed through public hearings for service or benefit obtained by the planning, design, con- structing, I maintaining, or operation of stormwater control facilities. � b t ^`Y 8, drainage easement, as platted and shown INN/eon, ` f 1 for the purpose of installing, operating and maintaining drainage swales and drainage facilities to dispose of runoff, is hereby granted. The County of Spokane is hereby granted the right of ingress and egress to all drainage ease- ments adjacent to the public rights -of -way. The property owner shall maintain the drainage swale with a permanent live cover of lawn 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 grad • t pAn pt 1121 /4 /90 . up D tb A yP .0 11 (1 t T P /1 Po 10 `f� oC ) 1 1` / l� nP � r,�s; �c R0 L Iwm.s ii i i�) `rnr,& L1 � �( ■u�r � c s J� q I �P II iS hEe: t ' a II rah n , A. iv it I a iha >, . Ct/ v I - n >", 1/0-0\ S 41 P4—_ r( Yy‘ p1.11 17 h A M Contact Requested ❑ ` 1 , f (7 t Source: Letter Phone Personal Received by: / , .mod 0 e Mi ehone• I - ' 1� — L1 . II / Name: RS mr�r�l //S �M ,Q S 44r / I/l�A 1 ✓-N_ Address: / f :f t^ * CGS l r v � Work 4• \ ,/ / / A Ab /e r /a /„ 4 A(I S Ct P ✓ o)"\ i',3 K e J Comments/ Recommendations Date of Investigation Investigator Action Taken• b SPOKANE COUNTY ENGINEERING DEPARTMENT MEMORANDUM OF REQUEST FOR INVESTIGATION /! Date of Receipt: — - A�h Location • \AJA/E ( D Description Date Action Taken: Reviewed by WP621/4 (Signature) Supervisor/For man TO NO Time ) 1 0 p, Initial (Signature) Complainant Contacted ❑ ' C l, 2. . TOC--Jr1 s o_h • ' • et 4- Q07 L c-Cs D O. 14- - el to - ail • ct...y:-,13 . • C r • 0 ,az.Fic-ss toy. .0.0ZS. .2" clC2-pnt_S Si _ O.O 4 3 • LC1/4 z - G° 441-4 - 0 • 7 9 / 0 '3 04 cfs „a" c e_ Fitts Sion = 10 o a = Z4-7 Ct 0 c-t - - -°P Ugo z 8 Ocurt) T oper yl `..:.depre.33.... = 1 3 4 _ ..op en. lb."3 Zli.cp Spr\, TO: �j�cr NP_�S.�n F C_ S� .un0 C E1J;n9,�r5 Acrd 1 1, o)- Pr -C le_ 8 Drctlnaq. SUBJECT: lowr+.cy r DATE: I l l2( e g J L. /1 C.-10 5e_A 1s - S 1rcr,c 4 pm fit Io_ c.v, h arcas /_ re.., . 13 f 0 t,,A.c.h I '0 -10 - (� 4k rat), s e_cl pon6 S 4r w . J I a_I loc., 54 dc,,-1 bu, lid, -ti s t_,.t+ 55 serf ack T oicn /nc.de.... Art.o, 6 (...,.h ci, is 8 P02/14.1 E._ (-cts4 of C G - c 411C C rcnoI- -6 r (n-,♦ /.4'1 roof- is ©= 0.( 8 c-_-Cs -_-Cs . :Tine L c' 'UK_ axis4.r. e c S /P E r 1 473 fi`1c_ • La.. E 4 ) m �h S rn7 f ,S c_ l / a _ r I .. r 1 oT / {'cin, -,--4 tin Con 4, . 400 4 loc✓ G.Io, Shc.•J 1 der -0 -l line_ CiVF S 1 /c.— 1 f (� he' 1 4hc: /]P_J C. lbh mcn I= I I r !'(/1. J r. A $(� 0....c.1 A. ( / c..a4 ni' ,,,,e. -_l. 1,. L k ' -. J rke S,da I k In I p L 1'.. 1 A, l ,r C.4.1Ib( -4 (1,.,..-k* C-C-n rIn.r ct pr..cdc.ck IS4-o. j annaulki (401 5861 V v AUN JJinU333U CLA,. .4CE E. SIMPSON ENGINEER,_... C. CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road Spokane, Washington 99206 Telephone: 926 -1322 'Signed cia.„J L f • DATE = .11/21/85 DESCRIPTION = TOWNER'S ADDITION SUBAREA 1 = .066 ACRES TOTAL AREA = .066 ACRES COMPOSITE RUNOFF COEFFICIENT = .9 OVERLAND FLOW VALUES Et = .15 L = 0 N = .4 S = .004 CHANNEL FLOW VALUES L = 130 Z7 = 44 Z2 = .172 N = .016 R = 0 = .004 TD = .103 COMPUTED VALUES DUR = 5.00 I10 = 3.07 010 = .18 DA = .19 RATIONAL FORMULA HYDROLOGY DESIGNER = C SIMPSON SUBAREA BASIN E 1 RUNOFF COEFFICIENT = .9 Alto c B±-h �6 nut - 00.luIn 4-o Wcs+ I. 'Jr . - 0,•■■■■■ ay, . • 03 Po nci St.:2_,q_ s • I , • - . . . • f: -tr., 5. t•-, . • . , - 90 ) 33- 75 15 io x -75 . O.* 4 2 • Irt2 -.• ZQSP C. - 5 " • I 1- 1,: - "1" ,e , ett-Rre_ • . . . P I 7 rcc- . , s X I- S 79.S - - ace - Rai Lit re_ertc_"1 a zirf ?__ yo t ctr-i e-- I x _ I 1.-2_ E L. 1 , a 3 3 7 ho IZ _ _ _ I • -; 29, .9•3 • < t IolLs /Bs_ Z S • __G.' 3 e s . 0 lc • l ng-k. -t • . . t-r: 42_9 • I 2 . , -,1-63..s C4-2 c„ .8 - 4- + >" R c ut s c A (1.7- 113 TO: Nelson j� �^ 1 G Qr` 1 1 Sr- ��.n O. Ca tln l• F 4 rn SUBJECT: J — tlt,v n t: V-'c furl a f1,,,,- r� 1 ) 1t1'A 1✓,n e TrOrn Sn..l J DATE: 17 17 (6 s I 1\1 I Tr,rL A ,c r• in v, -) Q re, ,"te • n rt. C n S4 or” n rr n y� 1 I� I ( J I .j.,/ t 1 Ce- \a • �<o- A fry" One( One(r-- L, C-A ; f i'I4 Its 1 ( INS <- 4_ re. r._ I k 4 1d 1Y(, 5 lv, 1r,, +1,,, 571r: \ Trr)•n. +h So,ik. l - �1 I 1 T 4 / Oh: C 10 L A tlf' rt .r ± IS � 2v Iu E- it, �Q l �1 , S 1 t 1 7-, w ,., .- T T c . ; 1 t t G_ f t:.'.\ �(<, r` ¢ ri 0 t. I +k g_ so..... i side_ n C r, _ I 1 (O � -1y ` - U I L r. v e. A. a n f l cl 14 c_ k ¢ A 7� i n } V ' T � � T �� 0d.).-,.A l tM1( +L (� /L u t Aut., ,4 +0 GO•-� `,^:, I - . tc,,s J rL ..n- i\ 1 L e ( r,t,s 1Nvth(_ Ill 4-k. boa 54-: This � til -1.0 6c co'n +rvC 1c (N, f4 So C. v.i t. f" 4v.. , 1 roJc t 0 ;Signed ■ L PrJ CL /. ACE E. SIMPSON ENGINEEL .NC. CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road Spokane, Washington 99206 . Telephone: 926 -1322 Mc Donald • seh North Pine, Jr High Seh - - _HH i•he PIA es �� Cem 'oath Pin 202 / • OPPO '82 2 890000 FEETI =d. and published by the Geological Survey ':. and N0S /NOAA 7otogrammetric methods from aerial -en 1972. Field checked 1973 10.000-foot grid ticks: Washington coordinate e (Lambert conformal conic) :ersal Transverse Mercator grid ticks,. .r. blue 1927 North American datum 34 27 Cat` C • FREEMAN 8 M. FAIRFIELD 21 Ml. '84 GN 4 jN l l r 0 09 s;3 vlLs Z MILS 12'30" 0 • ' M mSSIory s E ' ' —� • . •VE \. S t Marv. S •. . . l'`=/;-.7:1 o• - ° 44rr n j • 20/4 e - •I pi + cT 6wnefls ag . ` I -A_ Adam, . 7 0` 0 of il ■ P . . b Sell h • `, ' '23' Y.w '.. • • I ° tc • -wen 26' 06/ M LWAUKEF 47 I D S T PA UL. d ° PACIFIC Vera• r Gravel Pit: E� 1'. �i 1' r 24 W' • 0 a. a. L•_ p . r "I • • ' :1: Z9 �•' .� . . ... .. ... • • R • SM 202) • •I• . _ • . 2057 Cent Vane Hi¢h Sch • j . 2086 a 2036 ' 13 135. I. N. ? ` , 1 '36— • '85 (FREEMAN) I CLARENCE E. SIMPSON P''''a c, - It 90 ARGON ALE 0 124 000 Virar 1 Do O_Ftra ° -1- 3000 0 4000 1 • water - TA j A 38r 5003 CONTOUR INTERVAL 20 FEET DOTTED LINES REPRESENT 10-FOOT CONTOUP" NATIONAL GEODETIC VERTICAL DATUM OF IS DATE = 12/1/85 DESIGNER DESCRIPTION = TOWNER'S ADDITION SUBAREA 1 = 3.65 ACRES TOTAL AREA = 7.65 ACRES OVERLAND FLOW VALUES Ct = .15 L = 600 N = .4 S = .055 CHANNEL FLOW VALUES L = 0 TD = 0 COMPUTED VALUES DUR = 9.60 I10 = 2.35 Q10 = 1.29 QA = 0.00 SUBAREA 1 RUNOFF COEFFICIENT . . 15 COMPOSI E'RUNOFF COEFFICIENT = .15 SPOKANE COUNTY COURT HOUSE Old National Bank of Washington P.O. Box 2149 Spokane, Washington 99210 Dear Sir or Madam: JS /PL6:set PUBLIC WORKS DEPARTMENT OFFICE OF COUNTY ENGINEER RONALD C. HORMANN, P.E. COUNTY ENGINEER SPOKANE, WASHINGTON 99260 -0170 September 16, 1987 RE: Towners Addition, PE 1506 Please be advised that the Irrevocable Letter of Credit No. 388 issued by your company for roadway improvements in the ',above- mentioned plat, in the amount of $4,750 may be released. Should you have any questions, feel free to call our office. Very truly yours, Ronald C. Hormann, P.E. Spokane County Engineer JeYry Sim Plat Inspector Puhlir Works Rnilriina / Nnrth R11 .lofforcnn Stroot / Snnkano Washinatnn 99260 -0170 (5091 456- 3600 BEFORE THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON. RESOLUTION NO. 87 0849 IN THE MATTER OF ESTABLISHMENT OF CALVIN STREET ) ;RESOLUTION - ESTABLISHMENT COUNTY ENGINEER'S FILE NO. 2339 ) This being the day set for the hearing on Spokane County Engineer's Report on the proposed establishment of CALVIN STREET, proceedings for which were initiated by PRELIMIN- ARY RESOLUTION NO. 87 - 0762, and it appearing to thelBoard on proof duly made that Notice of Hearing was published and posted in the manner and for the time required by law, and the Board after examining the report and maps of the Spokane County Engineer and all claims and papers on file and after hearing all other evidence adduced at the hearing; and IT FURTHER APPEARING That the right -of -way has been dedicated as a public road, 50 feet wide and that said road is a public necessity and the same should be opened and established as a County road. THEREFORE, BE IT RESOLVED By the Board of County Commissioners of Spokane County, Washington, that the hereinafter described road as reported by the Spokane County Engineer on the' 8th day of September, 1987, being more particularly described as follows: • CALVIN STREET - 50 feet wide, from the South light -of -way line of Eighth Avenue Southerly to the North right -of -way line of Tenth Avenue. Located in the Southwest Quarter (SW 1/4) of Section 23, Township 25 North, Range 44 E.W.M. in the Plat of Towner's Addition No 1506. and as shown by the records and maps on file in the; office of the Spokane County Engi- •-neer be and the same hereby is established as a County road and the same shall be known as +_'.CALVIN STREET, NO. 2339. The road supervisor of the road district in which the said road is located is hereby directed open to and maintain the same for public use and travel. PASSED AND ADOPTED By the Board of County Commissioners of Spokane County, Washing -' ton, this 8th day of September, 1987. ATTEST: WILLIAM E. DONAHUE PARK OF THE B0 D E P O T BY Y BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON Ar Ar sue/ lit. 1 ' Ie Ir' No.2108 - 50' anise •EIGHT! I • ACT X_ 4" a ..a =a pvr. On ^7 pt Or •at 0 0 N Z Y 4 14— r 1.. f'v rt jfl r4v S _ CY/ri! — •+V I.ry ir IS6 1 0' > ��" 5 •� w l a ! I1 J; ES 1 /ESL.ISHI BE Y�iT C/SL.!/I;1 ST. 2F- 2.339' 1 SI x I4 fr rrlt- AP p<nr' 2 I 4 501 40 SP 7 1 8' 4 s ' r/ •Ian -;4 s) pr. IL.Y. 1!M' THIRT ... 2 b, 6• -lr { !I 1 1-4 1 , s 1 0 r 47 84 I Ib2 TWELF" 1 { j • r .'; Ft, Na -12p1 Test No. Station and Ref. to C/L Ref. to Sub .Grade Type of Material and Use MOISTURE Opt. PERCENT PERCENT DRY DENSITY PCP RFMARKS Opt. Correctec Fieic Test PASSING #4 SIEVE Max. Corr. Std. No. Field Test % Max. / .31o6 F.5 Cog. 8 i7 W 6 4 7575 " 31 7.b F.:° ,; 6.4 Ala 4 4 /-9a F5 i; 4.3 914 4 4'r 7S r-6 - g ,i 4..5- /..-pt 89i. z 5 s `r s ii- .5.R iP74 9:1-5 7t(90 - - -- F - 1,- 3.9 - 9G:7 7 7 k6V r s fi 447 ,el, 9z .z 8 7 7 #5 C-5 " 5311 1fet.cf g 95,3 9 j' /oo r ,; 3•¢ /0 ( /S0 1St it ¢,3 F,1°L 94 •¢ %/ $ c5P n s,6 A 95.0 - ,. DAILY COMPACTION TEST REPORT Project Engineer nz, .„ Contractor Project Nam \SOLO SPOKANE COUNTY ENGINEERS Cont. No. ,FF J /. O y4 4 Date /e2 /- Page No. / of RalARKS: l:l/ »4e, M AAP, A /0a. 11/4. Fs lbm/P Om, /'a earn. tihk, ► <gi/ J,41/1 -4 IRO AS L eye. RR t&st % 4/! a/ f 47e4 led ;9,e9 a ,2n, "-At c/ f ? n. .s Gq , . 3,' Igo 4 4 Act ThSPECIOR Test No. Station and Ref. to C/L 73. to Sub Grade - Type of Material. and Use I - '7 •D'TODIN 1 Minn iv` in rill Opt. Opt. Correctec Flak Test PASSING #4 SIEVE - Max. Corr. Std. No. Field Test % Max. RFIIARKS , I Sjso 4- 3 ° .C94 ,1,�s. 2/ s•4 4J /3517 /OD,/ 17 w., 8 J-°o 4 ne " 5 / 't ////.4 Mars blh2A seri 'I /LSD .3 ° i " 6,/ '' 9i.8 .04 u:s W-08 4' 2-: /7 .. s, // 978 M.ovr, 444 5 G f co A " '/ 5,7 // 95 deA ws- m.1- uo F2 S ;, -4, 8.4 ,, / 1 behA w ' S 6 ,D:.eX - 5a>dR.Q 7 5-1 f2C /' II it " � -3 34 . 6 e ^ // -4 9s4ifr 9j.s *-9 8 S#3o Ft-5- i 9 510-0 A 2 n 17) 44-so f2C n ' , 2 // ,fry 4 4+ is CPS ./ " de " 9t6" >:. -.., ma .c 4 /eo 1-2 f /J " Q9 , 979 9g.5 % aAiy,oZ/ 1.06ri..e,zs "r ea ! j3 A 4- So i-7 S i / # " 46 42 // p /4' g 4-0o rt� is DAILY COMPACTION TEST REPORT r r r� Project Engineer s /Qt .loin E 47e X Contractor -I L. I/4-ai /Csii.S Project Name My/we" , (1n C 1 SPOKANE COUNTY ENGINEERS Cont. No. 4 Date /0—,,9 Page No. / of / .. RE fARK.S: tCIV A/c A6 1,4 /4,/7d,' I ° 6 tufn • r jzh/ • /92 44 S Mn 7 w%'ed ati p • A' INSPECTOR / 3 o F it a1EQ '7Z1 —y04. •oN •1110 SN3 tJION3 1.1NfOO 3NVNOdS / •0N abed / / \ "t_€9 v '_d p ,e' "n6t y /dam• I 9° 2 / ` . SOd 919QL amem loacoad ao33e31u03 .iaauT2ud 1oa Coad Zii0daU ZS3Z NOIZOddNOD A'IIVQ x•76 n rr l e w7vo¢Of0/ 7/ o''36 a 7n rr /1 7 /1 /Lz5 N. 0"75 __If___ - -- - g- - - / ?DoO -it/ x'76 /f c.'S It 4 WOS4 - r' j 8 F• WO N A 11.9 0'fi u A 1 r n"7i,1 OHS 17 ''' °Olg .2 S El., F'86 H 2 • - p is 240/ * _CL6 it / ' H // -- "Ally c 7% a *2 v /4? Z t46 Z' '/ E , Z' 7 ' a1•'S' J -n Sa 1 SNHVI{P1 •xew % 1sa PPM •oN •P3S •ncj •xem 2n2TS Ill EtIISSVd 1saZ ?IaTd •-7oa 200 '1d0 •1d0 asTi p.m repa1ew 3o ad4I aPao Ong o3 '4a?I 'I /0 N. 'Jam Pue uopelS 'QM 1sa1 ni wsso(I ma JN37?Nd J d 3Nf JSION / 3 o F it a1EQ '7Z1 —y04. •oN •1110 SN3 tJION3 1.1NfOO 3NVNOdS / •0N abed / / \ "t_€9 v '_d p ,e' "n6t y /dam• I 9° 2 / ` . SOd 919QL amem loacoad ao33e31u03 .iaauT2ud 1oa Coad Zii0daU ZS3Z NOIZOddNOD A'IIVQ Sta. U.L. Dens. Jffset Read- ings Avq. Corr.Ga % Std. % Rice Sta. /ton to Sta. /(¢pp Depth Corr.UL Control ACP ClasTRED Lane: Lt. Other Lot No. / Tons, j /pfmo A r "AAA, /4¢ f3 /4443 I 9.51 ATB • Thick 2" /4.¢. -7 C, E, F, G or Rt.; EB, WB, NB, SB Sine` 3,/ 14,1- /144 /a3 /134 1 QZ-t 1 r 9Z -Z '` 7 H! Leveling Std.Density Rollers Passes Temp: Mat R Wearing Rice Density new ,2i Leveling Std.Density Rollers Passes Temp: Mat Remarks /4442r /4425 Rollers Passes 92.9 I Q/S /jp I/ 77S. /.e/4 (o ,3 /{OO iii* / -� /60 Air .4 — f /3?M Temp: Mat Air /97zec4s IQ�fir�4- Sum -- Avg. (huge C orrection Factor /.O Remarks Air Sum Sta. U.L. Dens. Jffset Read- ings Avq. Corr.Ga % Std. ;% Rice Sta. to Sta: Depth Corr.UL Control ACP Lot No. Tons ATB Thick Class B, C, E, F, G Lane: Lt. or Rt.; EB, WB, NB, SB Other 1 Leveling Wearing Leveling Std.Density Rollers Passes Temp: Mat Remarks Wearing Density Rollers Passes Rice Temp: Mat Air Remarks Air Sum Sum Avg. Avg. Gauge Correction Factor Gauge Correction Factor Sta. U.L. Dens. Jffset Read- ings Avq. ..orr.Ga % Std. I% Rice Sta. to Sta. Control Lot No. Tons Depth :orr.UL ACP ATB Thick Class B, C, E, F, G Lane: Lt. or Rt.; EB, WB, NB, SB Other 1 Leveling Wearing Std.Density Rice Density Rollers Passes Temp: Mat Air Remarks Sum Avg. Gauge Correction Factor `1 ASPHALT CONCRETE; PAVEMENT COMPACTION CONTROL REPORT Date ` / -4-et Contract No.E466-/Z SR No. Gauge No -34; Project EngineerS,;,,, , Section Inspectorl. $ 7 Z CoFSnents: Street Inspector i Contractor INSPECTOR'S SIGNATURE Inter - office Communication To From Subject Form 327 -C.R. r- yri k r cry S . - 7Th esYa[ /isar' 14 b a-frtc yjn bee- (G OFFICE OF COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Date 9- /4 , 19 7 CA-17-1 P� /7" /2 /s -v 7X; /0 /c Aa -e / i` ! ae"'Z - � -. c -t C 7 -11 C ' 0 i I SPOKANE COVNTY COURT HOUSE TO WHOM IT MAY CONCERN: RH /TY /mp il D. W TI��w: t Qva r m)" ss OFF•l CE OF COUNTY ENGINEER Ronald C. Hamann, P.E. Acting County Engineer SI'OK%ar: ,W.kf3ixxIctTON 99260 April 24, 1987 Re - Towners Addition #1506 The improvements to the roads in Towners Addition #1506 have been cons tructed, inspected and approved. A progress report has been initiated toward final establishment of the streets. If you have any questions, please contact this office @ 456 -3600. Very truly yours, Ronald Hormann, P. E. Acting County Engineer Sir Thomas E. Yake, P. E. Construction Engineer 4 /zA 5ric- Li ti ba rd (2- 7-09 s o ( Public Works Building North 811 Jefferson Street Spokane, Washington 99260 (509) 456 -3600 TO: Set`( 33M5 - 3 c C. C.I.At N S SUBJECT: T,setJL b QQ s`ro ks DATE: Oct l-S � L D S 1 *s • .r • It.. 1� e -: RAT- �z Yom (N al, O 0 rt - I ,_, _ JP- K- Yao • RECEIVED OCT 2 5 1985 County Engineering ( Signed • / -_ • H. CLARtNCE E. SIMPSON ENGINEER, INC. CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road Spokane; Washington 99206 Telephone: 926 -1322 P R O F I L E 4 +50 PI L= 0.000 L/H Pt.= 0.000 I' 0 Grade =- 3.000% 4 +50 2028.250 2028.250 4 +75 2027.538 2027.500 4 +75 PI L= 50.000 L/H Pt.= 2024.500 @ 7 +00 Grade =- 2.4007. 4 +75 2027.538 2027.500 5 +00 2026.900 2026.900 5 +25 2026. 300 5 +50 2025.700 5 +75 2025.100 6 +00 2024.500 - 6 +25 2023.900 6 +50 2023.300 6 +75 2022.700 7 +00 2022.100 • 7 +25 2021.500. 7 +50 2020.900 7 +75 2020. 300 8 +00 2019.700 2019.700 8 +25 2019.141 2019.100 8 +25 PI L= 50.000 L/H Pt.= 2017.523 e 9 +81.423 Grade =- 1.7397. 8 +25 2019.141 2019.100 • 8+50 2018.665 2018.665 8 +75 2018.231 9 +00 2017.796 9 +25 2017.361 9 +50 2016.927 9 +75 2016.492 9 +78 PI L= 0.000 L/H Pt.= 0.000 I' 0 Grade= 2.2737. 9 +78 2016.440 9 +78 2016.440 9 +78 PI L= 0.000 L/H Pt.= 0.000 G' 0 Grade= SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = -3 GRADE #2 = -2.4 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) - 1429.11016947 LENGTH OF VERTICLE CURVE (GIVEN) 50 GIVEN IS LARGER SIGHT DISTANCE 198.89830508 SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = -2.4 GRADE #2 = - 1.7385620915 DESIGN SPEED 70 LENGTH OF VERTICLE CURVE (CALCULATED) - 1259.41724725 LENGTH OF VERTICLE CURVE (GIVEN) 50 GIVEN IS LARGER SIGHT DISTANCE 198.89830508 SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = - 1.7385620915 GRADE #2 = 2.27272727273 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) 124.531839597 LENGTH OF VERTICLE CURVE (GIVEN) 0 WARNING... GIVEN LENGTH IS SHORTER THAN CALCULATED SIGHT DISTANCE 198.89830508 TYPE B CURB CALC Name G. NELSON Date 11-20-85 Project TOWNER'S ADDITION 8TH AVE. Width from centerline to curb 22 Pave. Edge El" Dist CL - edge Min. elev. Max" elev. 16"24 16"38 16.45 16.42 16.7 16.78 16.81 17.02 17.28 17.5 17.41 11.1 10.8 10^8 10.8 10,7 10.7 11 10,9 10.6 10.6 10,6 16.249 16.377 16.447 16.417 16.693 16.773 16.815 17"021 17.269 17.489 17.399 16"437 16.571 16.641 '16.611 16"889 16.969 17.005 17"213 17.467 17"6B7 17,597 SPOKANE COUNTY COURT HOUSE First National Bank P.O. Box 2149 Spokane, WA 99210 JS /lvb -A; AVilLienr O FD'ICS of COUNTY ENGINEER ROBERT S. TURNER COUNTY ENGINEER S a•1eai.L\ E ,'%t%SIfNGrON 99260 November 10, 1986 RE: Towners Addition Plat No. PE 1506 Dear Sir or Madam: Please be advised that the Irrevocable Letter of Credit No. 388 for road- way improvements in the above - mentioned plat in the amount of $47,500 may be reduced to $4,750. If you have any questions, feel free to call our office. Very truly yours, Robert S. Turner, P.E. Spokane County Engineer 2 Jeffry Si s Senior Plat Inspector Public Works Building North 811 Jefferson Street Spokane, Washington 99260 (509) 456 -3600 Date //- i Inspector /JL Sirn. Weather Time Charged Contractor this Other County Personnel 2 3 4 5 Diary Section OFFIC /) t A tkf " .s.~4 E OF THE SPOKANE COUNTY ENGINEER - NORTH 811 JEFFERSON SPOKANE, WASHINGTON - 99260 509 - 456 -3600 1 2 3 -4 5 6 Contractor Personnel Classification 1 Day -1/2 or 1 Equipment List. -- Comments: iJ= ii - . 6.._ ]l anl INSPECTOR'S SIGNATURE Project Name riw/ �� Project No. CRP /RID Report No. Contractor and /or Sub(s) Wm // /A„,r/ /@ .771/4 /9 h Hrs. Used ±P' Number Standby f t No. 85 1067 PE- 1506 -85 ZE -62 -85 BEFORE THE BOARD of COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON IN THE MITER OF FILING THE FINAL PLAT ) OF TO4NNER'S ADDITION AND ZONE CHANGE ) FROM AGRICULTURAL TO AGRICULTURAL ) SUBURBAN LOCATED IN SECTION 23, ) TOWNSHIP 25N, RANG 44 E.W.M., SPOKANE I COUNTY, WASHINGTON ) R E S O L U T I O N BE TT RESOLVED BY THE BOARD OF COUNTY COMrIISSIONERS OF SPOKANE COUNTY, WASHINGTON, that the Final Plat of TOWNER'S ADDITION that portion of the SW 1/4 of Section 23, Township 25N, Range 44 E,W.M., Spokane County, Washington, described as follows: The East half of Tract 147 of VERA, as per plat thereof recorded in Volume "0" of Plats, Page 30; Situate in the County of Spokane, State of Washington more precisely described in the plat dedication, on the recommendation of the Spokane County Hearing Examines Committee, be, and the same hereby is approved, with the exception that the public rights of way dedicated in this plat will not be established for maintenance purposes until the County Engineer has certified that the roads have been improved to County standards and approved by a separate resolution of the Board of County Cammissioners . PASSED BY THE BOARD THIS /Q DAY OF ATTEST: WILLIAM E. DONAHUE Clepk ., the Board , 1985. BOAR[) OF COUNTY COMMISSIONERS OF SPOKANE OOUNTY, WASHINGTON First in Spokane since 1882 AMOUNT: $47,500.00 TO: Gentlemen: BOX 2149 SPOKANE, WASHINGTON 99210 455 -6400 FI ST NATIONAL BANK IN SPOKANE William M. McKay Senior Vice President ■ IRREVOCABLE COMMERCIAL LETTER OF CREDIT Spokane County West 1116 Broadway Avenue Spokane, WA 99260 No: 388 We hereby authorize you to draw on the First National Bank in Spokane, Spokane Washington, a draft up to FORTY SEVEN THOUSAND FIVE HUNDRED AND NO /100's for the account of Wolfland Co., a General Partnership. The draft, drawn under this Letter of Credit, covers: The assurance of completion of installation of paving, curb, sidewalk and drainage for the Towners Addition as per zoning classification PE 1506 -85 and ZE 56 -85 and is to be accompanied by the following documents: Written request by the Spokane County Engineer's Office to First National Bank in Spokane at the above address indicating non - completion of the above improvement. We hereby agree with the drawer, endorser and bona fide holder of the draft negotiated under and in compliance with the terms of this Credit, that the same shall be duly honored upon presentation at the First National Bank in Spokane until the improvements have been completed to the requirements set forth hereinabove in which event written notice will be given by the County Engineer to First National Bank. Drafts, drawn under this Letter of Credit, must bear on their face the words: DRAWN UNDER THE FIRST NATIONAL BANK IN SPOKANE i LETTER OF CREDIT NO. 388 DATED DECEMBER 5, 1985. S.ORANE COUNTY COURT HOUSE Dear Sir: S C o rIrm srr $ -517,1-o° e° OFFicE o f COUNTY ENGINEER ROBERT S. TURNER COUNTY ENGINEER SPOSAIVE ,WASnXNGrox 99260 Decern b� 3, / 9 S 5 Subdivision Name: / 0bonerJ /444a'4 ts /y0 6 - One of the requirements set forth by the Spokane County Planning Commis- sion in connection with the above - titled plat involves the filing with this office of a Street Improvement Bond. A preliminary inspection of the plat has been made by this office and the amount of the Street Improvement Bond found to be: A Street Improvement Bond in the above amount must be filed with this office prior to approval of the final plat. The bond will be released only upon satisfactory completion of the required street improvement. Please contact this office when work on the improvement is ready for inspection, or if you desire additional information or advice concerning the work. Very truly yours, Robert S. Turner, P.E. Spokane County Engineer By Public Works Building North 811 Jefferson Street Spokane, Washington 99260 (509) 456 -3600 1) 2) 3) 4) B OND ES I pi rr : PROJECT TOWNERS ADD NAME GSN DATE 12 -3 -85 DRAINAGE ITEMS UNITS • QUANTITY PRICE COST 1) Drywell - Type A EA. 1 1150.00 1150.00 2) Drywell - Type B EA. 4 1400.00 5600.00 3) Grate - Type 1 EA. 270.00 0.00 4) Grate - Type 2 EA. 290.00 0.00 5) Grate - Type 3 EA. - 5 . 270.00 1350.00 6) Backfill For DW CY 200 8.50 1700.00 7) Concrete Inlet EA. 500.00 0.00 B) C.M. pipe 10" dia. LF 12.00 0.00 9) C.M. pipe 12" dia. LF 15.00 0.00 10) C.M. pipe 15" dia. LF 18.00 0.00 11) C.M. pipe 18" dia. LF 21.00 0.00 12) Precast Manhole EA. 1400.00 0.00 13) Solid Lid EA. 270.00 0.00 14) Ditch Excavation CY 150 7.90 1185.00 15) Sod . SF 2500 .0,50 1250.00 NON STANDARD DRAINAGE ITEMS 1) SPECIAL CURB INLET EA 1 270.00 270.00 2) 0.00 3) 0.00 4) 0.00 5) 0.00 6) 0.00 DRAINAGE SUBTOTAL 12505.00 16) Monuments EA. 2 140.00 280.00 17) Barricade LF 20.00 0.00 18) Street Signs EA. 1 75.00 75.00 GRADING, SURFACING, CURB; & SIDEWALK 19) Rough Grade CY 719 7.90 • 5680.10 21) Top Course CY 359.5 12.00 4314.00 20) Base Course CY 12.00 0.00 22) Asphalt Concrete Tons 415.1 36.00 14943.60 23) Curb Type A LF 1282.3 4.25 5449.78 24) Curb Type B LF 321.8 5.20 1673.36 25) Curb Type R LF 5.20 0.00 26) Sidewalk SO YD 196.7 13.00 2557.10 NON - STANDARD ROAD ITEMS OTHER SUBTOTAL 355.00 GRADING AND SURFACING SURFACING GRAND TOTAL • 0.00 0.00 0.00 0.00 34617.94 47477.94 PROJECT NO.- PE1506 _ DESIGNER- JWS PROJECT DESCRIPTION- TOWNERS ADDITION STREET QUANTITIES STREET # 1 NAME- CALVIN STREET LENGTH- 688 FT. WIDTH - 36FT. BEGINNING STATION = 312.08 ENDING STATION = 1000.00 TERM # 1 : CROSS STREET INCLUDED• EW 0.00 PW 18.00 SK 2.80 RAD 20.00 TERM # 2 : CROSS STREET EXCLUDED EW 22.00 PW 22.00 SK 0.00 RAD 20.00 ITEM SURFACE AREA- 24213.52 S.F. ROADWAY EXCAVATION .67 FT. CRUSHED SURFACING TOP COURSE .33 FT. CRUSHED SURFACING BASE COURSE 0.00 FT. ASPHALT CONCRETE .17 FT. CURB - TYPE A EXISTING 0.00 FT. STREET # 2 NAME- 8TH AVE LENGTH- 335 FT. WIDTH- 11FT. BEGINNING STATION = 330.03 ENDING STATION = 665.00 ONE SIDE ONLY PWIDTH= 21.00 EWIDTH= 10.00 QWIDTH= 0.00 INTER # 1 'T' INCLUDED ISWIDTH = 36.00 SK = 0.00 RAD = 20.00 TERM # 1 : TAPER TAPER LENGTH = 30.00 TERM # 2 : TAPER TAPER LENGTH = 30.00 ITEM SURFACE AREA - ROADWAY EXCAVATION CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE ASPHALT CONCRETE CURB - fYPe F3 EXISTING SIDEWALK EXISTING TOTALS MEASUREMENT QUANTITY MEASUREMENT QUANTITY 4906.35 S.F. . 67 FT. . 33 FT. 0.00 FT. .29 FT. 0.00 FT. 0.00 SY. DATE- 12/03/85 597.9 C.Y. 298.9 C.Y. 0.0 C.Y. 306.4 TONS PROPOSED 1282.7 FT. PROPOSED PROPOSED 121.1 C.Y. 60.6 C.Y. 0.0 C.Y. 108.7 TONS 321.8 FT. 196.7 SY. ST2eer Moicnten1i'S 2.o ROADWAY EXCAVATION 719.0 C.Y. CRUSHED SURFACING TOP COURSE 359.5 C.Y. CRUSHED SURFACING BASE COURSE 0.0 C.Y. ASPHALT CONCRETE __Let Ar bo .'e 415.1 TONS CURD -- ' SIDEWALF ::: 196.7 SY. PROJECT /(7W4 e / /,S Ani ) Item $ Drainage items 1) Drywell - Type A 2) Drywell - Type B 3) Grate - Type 1 EA 4) Grate - Type 2 EA 5) Grate - Type 3 EA 6) Backfill for DW CY 7) Concrete inlet EA 8) C.M. pipe 10" dia. 9) C.M. pipe 12" dia. 10) C.M. pipe 15" dia. 11) C.M. pipe 18" dia. 12) Precast Manhole 13) Solid Lid 14) Ditch Excavation 15) Sod Non Standard Drainage Items 2) 3) 4) Page 1) 2) 3) 4) 5) 6) 7) 9614, f S ..•F Fr Std Bdl Dwl Dwl I c�k Skit* Dwl BRF a 00 Units EA EA LF LF LF LF EA • EA CY SF r;9 NAME Cone _ Inlet Pipe BOND EST FORM p Cr� d t L.So DATE I��j /O� Quantity 49--0 0 /5 g S 0 Dia Pipe 3X UU " = 2c0to Dia V., / u ....e o ` S Ja (t_ . _ / . ,2, -F/ H a 7S4c1 r e 7x h as7 7 3,7,y/ Price Cost O es- Pipe Dia OTHER 23(1) -At 3 — a a ) /,/4-3a,y / use 2s /I JP • /c /3,5� USe /5b FROM AUTO INV ' � ��~y,�^ Y PE1506 11/13/85 '�u e°�ff �� 'r�` °~-�r ***** START 1 INV 2 INV 3 INV 4 INV ANGLE N 0 01 12.0 E S 90 00 00.0 E S 0 06 54.0 E S 89 57 05.0 W LAT & DEP -0°00157 0.00241 5 HCLOSE S 56 56 36.8 E 0.0029 1000.00000 1000°00000 PREC=1 TO 2771483 Area=3543266.92sq ft 81.3422acres FROM ANGLE AUTO INV PLAT BOUNDARY ***** START 7 INV S 0 04 52.0 E 8 INV S 89 58 32"0 W 9 INV N 0 03 52"0 W 10 INV S 90 00 00.0 E LAT & DEP 0.00117 0.00168 11 HCLOSE N 55 05 29.3 E 0"0020 2317.38994 2988.03515 7 PREC=1 TO 958592 Area=214691"75sq ft 4.92B6acres FROM ANGLE STREET CENTERLINE ***** START 6 INV N 90 00 00.0 W 13 TRAV S 0 04 52.0 E 14 TRAV S 89 58 32.0 W FROM ANGLE AZ/BRG CORR PT 9 NOT IN TRAY LAT & DEP 15 HCLOSE S 12 00 54.0 W PREC=1 TO 2474562 DIST NORTH EAST TO 1337.3900 2650.0500 1335"1400 2653.2000 DIST 647.8500 331"4500 647.9900 331.2600 DIST 165.0000 667.9200 166.4500 DIST 0.0004 NO AREA 1000.00000 2337.38992 2337.38992 1002.25261 1000.00157 NORTH EAST 2317.38994 1669.54059 1669.39918 2317.38877 2317"38877 NORTH � 1000.00000 1000.46684 3650.51684 3653.19663 999.99759 2988"03515 2988.95228 2657"5O231 2656.77347 2988.03347 EAST 2337.38992 2988.00684 2337.38992 1669.47059 1669.39957 2823.00684 2823.95238 2657°5024V NORTH EAST 1669.39918 2657.50231 1 2 3 4 5 TO TO TO 1 7 8 9 10 11 6 13 14 15 9 -()"00040 -0.00008 1669.39918 2657.50231 9 FROM ANGLE DIST NORTH EAST TO AUTO INV BLOCK 2 SIDELINE 11/13/85 ***** START 1669.54059 2988.95228 8 8 INV N 0 04 52.0 W 637.8500 23O7. 8995 2988.04931 16 16 INV N 90 00 00.0 W 119"9700 2307.38995 2868"07931 17 INV CURVE RADIAL N 0 00 00.0 E DELTA 90 04 52.0 LT RAD 20°0000 TAN 20,0283 L-ARC 31.4442 RADIAL S 89 55 08"0 N RP 2287.38995 2868"07931 18 17 CHORD S 44 57 34"0 W 28.3043 2287.36164 2848.07933 19 TAN@PT S 0 04 52.0 E 19 INV S 0 04 52.0 E 592.0800 1695.28223 2848.91751 20 INV CURVE RADIAL S 89 55 08"0 W DELTA 87 10 47.0 LT RAD 20.0000 TAN 19.0390 L-ARC 30"4315 RADIAL S 2 44 21"0 W RP 1695.31054 2868.91749 21 20 CHORD S 43 40 15.5 E 27.5797 1675.33339 2867.96170 22 TAN@PT S 87 15 39.0 E 22 INV S 87 15 39.0 E 121.1300 1669.54468 2988.95330 23 LAT & DEP -0.00409 ~0^00102 ' 23 HCLOSE S 14 01 22.8 W 0°0042 1669.54059 2988.95228 PREC=1 TO 363548 Area=88665"79sq ft 2.0355acres ' FROM ANGLE DIST NORTH EAST TO AUTO INV BLOCK 1 SIDELINE PE1506 11/13/85 *M * ** START 1685.39917 2657.48432 24 24 INV N 0 03 52.0 W 621.9900 2307.38878 2656.78472 25 25 INV S 90 00 00.0 E 121.2900 2307.38878 2778.07472 26 INV CURVE RADIAL N 0 00 00.0 E DELTA 89 55 08.0 RT RAD 20.0000 TAN 19.9717 L -ARC 31.3876 RADIAL N 89 55 08.0 E RP 2287.38878 2778.07472 27 26 CHORD S 45 02 26.0 E 28.2642 2287.41709 2798.07470 28 TANG'PT S 0 04 52.0 E 28 INV S 0 04 52.0 E 587.7900 1699.62768 2798.90681 29 INV CURVE RADIAL N 89 55 08.0 E DELTA 92 49 13.0 RT RAD 20.0000 TAN 21.0095 L -ARC 32.4004 RADIAL S 2 44 21.0 W RP 1699.59936 2778.90683 30 29 CHORD S 46 19 44.5 W 28.9718 1679.62222 2777.95105 31 TANGPT N 87 15 39.0 W 31 INV N 87 15 39.0 W 120.6100 1685.38608 2657.47885 32 LAT & DEP 0.01309 0.00547 32 HCLOSE N 22 40 08.8 E 0.0142 1685.39917 2657.48432 24 PREC =1 TO 106832 Area= 88218.34sy ft 2.O252acres C.E. Simpson Engineers N. 909 Argonne Spokane Gentlemen: Transamerica Title Services - 1Er Transamerica Title Insurance Comparf' North 720 Argonne Road Spokane, Washington 99212 (509) 922-2222 RtCEIVED OCT 1 8 1985 CERTIFICATE TO PLAT Cooly Engineering Order No. GD- 127085M Certificate for Filing Proposed Plat of TOWNER`S ADDITION In the matter of the plat submitted for your approval, this Company has examined the records of the County Auditor and County Clerk of Spokane County, Washington, and the records of the Clerk of the United States Courts holding terms in said county, and from such examination hereby certifies the title to the following described land situate in Spokane County, to wit: LEGAL DESCRIPTION: The East half of Tract 147 of VERA, as per plat thereof recorded in Volume "0" of Plats, page 30; Situate in the County of Spokane, State of Washington. VESTED IN: RHODA E. TOWNER, a widow: EXCEPTIONS: A. Real Estate Excise Tax pursuant to the authority of RCW Chapter 28.45 and subsequent amendments thereto. The State and Local Real Estate Tax for the property herein described is computed at 1.32 %. B. General taxes as follows, together with interest and penalty, if any, after delinquency: Tax Account No. Year Annual Billing Amount Paid Balance Due 23543 -0401 1985 $232.58 $116.79 $116: NOTE: 1985 assessed valuation: Land $37,000.00 Improvements $17,000.00 (continued) 1 1. Liability for future assessments levied by Vera Irrigation District No. 15. 2. AGREEMENT AND THE Between: And: Regarding: Dated: Recorded: Recording No.: Records examined as to pds cc: Spokane County Engineering Spokane County Planning TERMS AND CONDITIONS THEREOF: Vera Electric Water Company, a corporation D.K. McDonald, A.C. Jamison, Andrew Good and Vera Land Company, a corporation Providing for construction of ditches, flumes, pipe lines, etc., with right of ingress and egress to maintain said flumes, pipes, etc.; and providing for lien for unpaid charges for such service, April 25, 1908 April 25, 1908, Book "H" of Contracts, pg 292 200528 October 7, 1985 at 8:00 A.M. By: Order No. GD- 127085M Page 2 CERTIFICATE TO PLAT TRANSAMERICA TITLE INSURANCE COMPANY Gil Do r ge Title Of icer INVOICE REFERENCE DATE GROSS AMOUNT DISCOUNT PREVIOUS BALANCE BALANCE REMARKS T . ,. Towner Plat PAY TO' THE . ORDER OF 77 c�• e h2a -% RECEIPT Received From Address For "" AMT. Of ACCOUNT AMT. PAID''. -- BALANCE DUE; ACCOUNT. HOW PAID CASH CHECK.; MONEY' - ORDERa> Ay, Dolla y #'C 61(808 FIRST NATIONAL BANK IN SPOKANE SPOKANE s� -- -- Vii _.: WOLFLAND CO. RESIDENTIAL DEVELOPER - GENERAL CONTRACTOR 5.717 PINES HO. SPOKANE. WASHINGTON 99206 928-2592 Spokane County Engineers w 28 -5 VOID IF NOT CASHED WITHIN SIXTY DAYS 1251 DATE Oct. 23, 1985 2055 5480.00 ** BY BUSINESS ACC l CHECK NO. . AMOUNT 1: 1 2 5 1000 501' 113p III u• l =Cl� / o S NO. 85 0747 SPONSOR: WOLFLAND, INC. BEFORE THE BOARD OF COUNTY COMMISSIONER OF SPOKANE COUNTY, WASHINGTON IN THE MATTER CONCERNING PRELIMINARY SUBDIVISION PE- 1506 -85, TOWNER'S ADDITION & ZONE RECLASSIFICATION; 2E- 56 -85; FROM AGRICULTURAL TO AGRICULTURAL SUBURBAN THIS MATTER, being considered by the Board of County Commissioners of Spokane County, hereinafter referred to as the "Board ", of an appeal of the Spokane County Hearing Examiner Committee decision of June 20, 1985, where said committee APPROVED said proposal with conditions of approval. The Board received an appeal application on June 28, 1985, by LaMar J. Miller The Board held a de novo public hearing on August 6, 1985, and having fully considered all testimony presented, and having individually acquainted themselves with the vicinity and the site in question, did reach a decision on August 20, 1985, to deny the appeal and in doing so did enter the following: FINDINGS OF FACT FINDINGS OF FACT, CONCLUSION AND DECISION 1. That the June 20, 1985 Planning Report was considered as well as the staff presentation before the Board. 2. That the June 20, 1985 Hearing Examiner Committee Findings and Order were considered. 3. That the planning file of PE- 1506 -85 was considered by the Board. 4. That the proposal is located in an area designated as Urban on the adopted Spokane County Comprehensive Plan and is within the Priority Sewer Service Area (PSSA) where Spokane Valley sewers will be installed. 5. That the appellants raised concerns regarding the overall density of the proposal, however, the project is consistent with the Spokane County Comprehensive Plan and the proposal promotes fill -in development. 6. That the project will foster the extension of public sewers to the area. 7. That the traffic impact from this project will be felt largely to the north where the proposed development intersects 8th Avenue rather than to the south at 10th Avenue. Additionally, the Spokane County Engineer's Department finds roadways are adequate to support this project. 8. That the sidewalks recommended by the County Engineers along 8th Avenue are appropriate due to 8th Avenue's status as a secondary arterial. 9. That considering all agencies /departments' review and public testimony, the Board concludes after individual on site visits that the proposal as conditioned will not be detrimental to the public health, safety and welfare and concurs with the Planning Department's Declaration of Non- Significance in conjunction with Environmental. Policy Act review. 10. That the sponsor did provide evidence of duplex and other development warranting the zone change in light of the applicant's desire for duplexes and authorized uses in the Agricultural Suburban zone. 12. That the proper legal requirements for advertising of the hearing before the Board have been met. No. 85 0747 FINDINGS OF FACT, CONCLUSION & DECISION PE- 1506 -85 & ZE -56 -85 13. That on August 20, 1985, the Board, at a regular meeting, did Deny the appeal based upon the testimonies submitted at the public hearing and other evidence available to the Board and thus make the following decision: From the foregoing Findings, the Board hereby DENIES the appeal and upholds the Hearing Examiner Committee Decision of Approval and adds the following condition of approval: SIDEWALKS: - That the applicant, his heir or successor provide sidewalks along 8th Avenue in the finalization of this Subdivision. ATTEST: By: BY THE ORDER OF THE BOARD THIS /0 DAY OF The above action taken by a unanimous vote of the Board of Spokane County Commissioners as follows: Commissioner Keith Shepard - Aye Commissioner John McBride - Aye Commissioner Grant Peterson - Aye WILLI a E. DONAHUE Cle the Board os nne 'ontague, D • DECISION BOARD OF COUNTY COMMISSIONERS a. ,1985. Va 1.50 ( ZO I RIS 22 Pm/re: T w,verz` S Add ►. Grua. 6 7/7 Les .Ion - U .ivjuUl1L o r L ti I G 1 43o(0 8th - OW n -' 7 to VL_Nest Co fio - J evts;y , a, (J2yY, a..o ck W aJ s 1 u 31 g C\ O T `' L u e au1;1, RcRetz l}nit4cw,.o -cL - O rye. __ . e_Gr- as t_4 -1 T in I Ua,P.o`.ea_ 1 16 � �CQo a 6 1/44 -L -icLa, - - p -✓ }- 2 cuk„>< u-exa - orp Q +, . Coyk_cm)--ni2A alett-f q ote g G • � A rals - - I o I? _ 13o n c ? u tT o r _- -QG(r7t.a,- a& - _ I d - ..a_ - /o'er r f± L Q . . a . y / L g d (e 2a-it DLexiyy.21, Lift rcutArep,keri 2 c=- 0- kilo 1 -0% - Oov .a.) `tom ag-Q. `1 0 .9-9-R-) 1 ' "' cm 03 a tz-V- \. a u l o ' �` > `"C'�2.uin, uy t . . J Aar I _r c - /e7i cP 0 ,x-0 ,.»,.,. -� �. einriji: a t tect a ► U - 2-3 8 Cor ¢ /A. G /Ltiv23 8 m D V O 12 peV D C /Vs Q9' g f —D0-& Al - :r Hearing Examiner Committee Actions - June 20, 1985 4. ;PRELIMINARY SUBDIVISION & ZONE RECLASSIFICATION PE- 1505 -85, J. J. LAND ADDITION PHASE III ZE- 59 -85, Agricultural Suburban to Agricultural,Suburban Sponsor: 328 - 3164 Surveyor /Engineer: 535 -4688 Gary Myers W 1028 Rosewood, #150 Spokane, WA 99208 Sponsor: 928 -2592 Wolfland, Inc. S. 717 Pines Road Spokane, WA 99206 Action: 2 -1 to Approve Kenneth Kroening E. 3820 Broadway Spokane, WA 99202 Location: This proposal is south and adjacent 57th Avenue and east and adjacent Freya Street in the SE 1/4 of Section 3, Township 24N, Range 43 E.W.M., Spokane County. Proposal: The sponsor proposes to divide approximately 9.11 acres into 32 lots for 7 duplexes and 25 single family residences and to change the zone classification from Agricultural to Agricultural Suburban. Action: Unanimously approved, with requirement for redesign. 5 :- PRELIMINARY SUBDIVISION, ZONE RECLASSIFICATION & VARIANCE 'PE,J506 -85 TOWNER'S ADDITION ZE- 56 -85, Agricultural to Agricultural Suburban Surveyor /Engineer: - 926 -1322 Michael Phillips N. 909 Argonne Road Spokane, WA 99212 Location: Located south of and adjacent to 8th Avenue and north of and adjacent to 10th Avenue, approximately 600 ft. west of Adams Road in Section 23, Township 25N, Range 44 E.W.M., Spokane County, Washington. Proposal: The sponsor proposes to divide approximately 4.9 acres into 14 lots for divided duplexes, with an average lot size of approximately 12,600 sq.ft. The proposed zone change is from Agricultural to Agricultural Suburban. A 2 foot variance from the minimum frontage requirement for a duplex in the Agricultural Suburban zone is requested for Lot 6. The above actions are SUMMARIZED. The detailed information, public record, findings of fact, decision and conditions are available for public review at the Spokane County Planning Department. BEFORE THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY,, WASHINGTON RECEIVED IN THE MATTER CONCERNING PRELIMINARY ) ,SUBDIVISION AND ZONE RECLASSIFICATION ) , PE- 1506 -85, TOWNER'S ADDITION ) 'ZE= - 56 =85, AGRICULTURAL TO AGRICULTURAL ) SUBURBAN ) SPONSOR: WOLFLAND, INC. ) JUL 16 1985 SPOKANE COUNTY ENGINEER NOTICE OF PUBLIC HEARING NOTICE IS HEREBY GIVEN that LaMar J. Miller has filed a Notice of Appeal of the approval by the Hearing Examiner Committee of the above captioned preliminary subdivision and zone reclassification. NOTICE IF FURTHER GIVEN that the Board of County Commissioners of Spokane County, Washington, will conduct a public hearing at 1:30 P.M. on TUESDAY AUGUST 6, 1985, in the Assembly Room of the Spokane County Courthouse, West 1116 Broadway Avenue, Spokane, . Washington 99260 -0100, to consider this application for Preliminary Subdivision PE- 1506 -85, Towner's Addition and Zone Reclassification ZE- 56 -85, Agricultural to Agricultural Suburban on property Located south of -and adjacent to 8th Avenue and north of and adjacent to 10th Avenue, approximately 600 ft, west of Adams Road in Section 23, Township 25N.., Range 44 E.W.M., Spokane County, Washington. NOTICE IS FURTHER GIVEN that any person interested may appear at said hearing and present testimony verbally or in writing in support of or in opposition to this application. BY ORDER OF THE BOARD this 2 day of July, 1985. PUBLISH: Valley Herald „July 10, 1985 (Map) WILLIAM E. DONAHUE CLERK OF - T3E BOARD c TO THE BOARD OF COUNTY COMMISSIONERS Appeal Fee - $75.00 Name: 7/47/x/; L� {� j / /� / -'/ Today's Date 4ZA}/ ,2j /9€PS Address: , f, /() Ai) / • / /I,'K4)4 l Zip Code: 9' r 1%p •RECEIVED iJ_ULf 0 5 1985 SPOKANE COUNTY ENGINEER Home Phone: 2 74-n Business Phone: Hearing Examiner Committee Action Being Appealed Title: ri2i4)1/' 11 »0i9 / r/e/i,i Preliminary Subdivision Number: /7L Zone Reclassification Number: ,z/- •SC b'S Date of Hearing Examiner Comm ttee Action: U ,c'E:- Signature: (1 "1 > :"it L { L Signature of Authorized Re resentative:. Address: YOUR REASONS FOR APPEAL b`-n 9/ drt,'i /a, .� Nr. , ,,:,,;,? ; <rciwtll/ rip e Mix /c'cJ..r - /f "1L d � e.4, S,..t1 c,tc.','riril C', yb '1 1., :'i "`C eut: JS .. A1%.1'<^ 11X it'll <,.,c /%2 );C.u'e r,'< In c= 1k;icIatv - -r- Ii i.e ki • ' teen atla<' / R1 11 n ',' 2{ , 7 /4//c>'.• .41, tt It' (c A ��:' /ct.! I� <J7 Y i It •t' s� < . „• �,1 -; r<`t��Y // / �� AA t .1 11 > r./ ,1 yil rJt Vrl<'a n i s� Art/ins- h. tl. ",II) .C2 /Ce1 it'' 411; r ) 71' Oc /t '1:J.'•'�IC1rrr t / ytc . /fir Lid �t1t(.<t l , i t't/ 4,'i' t,' I/ ,s A is . /i de, 11 :, / 4' /l!`' !!Qj (r ,t d - (4r: : i %t na_ < 'it' )l / //4 i . /1 %' ,n4 i /.'J �G17 �7 l .�r / � �,/ / ( , S�£ii ti - ,E.t / y/ lc • / 4 i;; r�iC /l1t ��' /. <I /i�Y7l[ . / ° [' -q� c r'>t J �CC !/ i C rW [ le 1 �r�c' y 1 / CY6rljI1 / (.ierel -ki r�rrti.,t l;iL/n - it: ii• /i Zrr /, — Ai / i t '.'S'u✓ riLi (. 1 / t J t ' . ' r , d 7l i' .L. t' / ' 1 ji t /= 7 . tr,.. es/�� id 1:</ I ,, �/ i !tI rc r G.a7 cb -I0/ =1 ken ,i ) c'.i7c//J/ , ( . - " /idtF - A-„it•ftl Y!'1'.ri /A' (' 1(Y<tr-vi i” r`A- I / pC / / t , /� rt ! y %/t' J.4 int ,i7 ti l Nc/ti II'r'_i 1•, ".cil c f.aa,v /1' A . ,,,6 /1 of - i'u/� • 5t ;'lTc ran /ti a. J f swat ..IV,'re - .a f/i/: - ! /, r.< cell 7� of / ra;' - B'ut't/ /Of. • /r.1T 4<t /?n1."i• At /, ` +;;n, :4`z - ii - .J. .S/drr /X r/rie/i1P1 ✓', % /Ii ?VC Ca l' t""c l '. '+ l:i / ' -wilt': Lu_i'4aYiLIYJE4!!Q _�i cJ1' iv iteaiS g ;'21 it ,01ie.fs.242ct & 144.s st;ii e,i/Lt i Sk, t',7,. in J /'t arriei Sc .c.' OFFICE USE ONLY • Copies to: Planning _g Engineers 02- Environmental Heal th Fee Received: Check — /o 7 Cash Receipt Number ( ;)0‘2,.c Hearing Date: (&f C 7:;:d/a4/ Name: . ' . •• TO THE BOARD OF COUNTY COMMISSIONERS LT III Appeal Fee - $75.00 Address: /gym I, in 7 - 1 ,4 ) ,V,aZip Code: 5 RECEIVED :JULI O 5 1985 SPOKANE COUNTY ENGINEER Today's Date 2, : 2j; /9,p1 Home Phone: j 747c Business Phone: Hearing Examiner Committee Action Being Appealed Title: — 7/7/04/4" /9/2/i/ neizt. Preliminary Subdivision Number: pk: - 5 Zone Reclassification Number: 4 ,7E- ,5 5 effic/4V Date of Hearing Examiner Comm • tte Action: :. a A- 'A ill/PE.s: iftGAit'd (..-d-jV ya.....,z/ , 4i'i •• Signature: ,1;17::.-rai7 y (-::•-' .).-«.. e t Signature of Authorized Re resentative: Address: • • ■ YOUR REASONS FOR APPEAL tL' I I), 1 ; //IC, acturtikl e /Au. /c. 1A ie , 1,5 k cti) itrid .1 giiQltrialic..1-- A 14>fr t.4- atitiviiy (K./in:oho 24 ,/,',/,. 1:-. :, hielycil /ft iir1X;io ii IV/ ii- 4 g•• f L ;t'gi yc /it , ..;!.04 , 0 1 -fic , ,;, ;./. A t ,..1,c1 f ber<lie:/..:ratujaal 1. 11144( .41/ x'hiniddent( ['in( ,";?trieri 4 ge.(710), Akc ole ds / d -Ls /4ti _coif% afigg it(ted • t A.4t bricr t &Wait it 0 ; e_jei.,1,:ri /tic / 7 /X' t 1. i t A r ; ide A.r.414 •/1/4•1; . 7a de ciii7f at k sc7r i 1/4.Pyleti ClQ■fe Pi ' it CO /04; /IF /.;;Iny .517-cer (in ettil e'.///c 14 a 4 ri,,,t .4e : // •:gte_liCuid Z.Y.LeateSt L' _1112;41V .M.L.1 tfrilit • tnilitf 0-rite; Se; 4 OFFICE USE ONLY Copies to: Planning q Engineers (72 Environmental Heal th Fee Received: Check Cash Receipt Number Hearing Date: // SPOKANE COUNTY HEARING EXAMINER COMMITTEE FINDINGS & ORDER DATE: JUNE 20, 1985 RE: PE- 1506 -85, TOWNER'S ADDITION ZE- 62 -85, Agricultural to Agricultural Suburban VE -62 -85, Frontage Requirement (Withdrawn at Hearing June 20, 1985) 1. That the proposal is to divide approximately 4.9 acres into 14 lots for divided duplexes, with an average lot size of approximately 12,600 sq.ft. The proposed zone change is from Agricultural to Agricultural Suburban. A 2 foot variance from the minimum frontage requirement for a duplex in the Agricultural Suburban zone is requested for Lot 6, Block 1. 2. That the proposal is located south of and adjacent to 8th Avenue and north of and adjacent to 10th Avenue, approximately 600 ft. west of'Adams Road in Section 23, Township 25N, Range 44 E.W.M., Spokane County, Washington. 3. That the item has been properly advertised in accordance with state and local regulations. 4. That the Committee has considered and evaluated the information and conditions contained in the Planning Report for this proposal. 5. That the Comprehensive Plan designates this area as Urban and the proposal appears generally consistent with the density and use guidelines of this category. 6. That the Committee finds the proposal is compatible with existing uses. 7. That all or nearly all of the residents of the area speaking expressed opposition to the proposal feeling that the site was not proper for duplexes and this density. 8. That the provisions of the State Environmental Policy Act have been complied with. 9. Other concerns raised by the area residents dealt with the expected traffic hazards the proposal might create and the quality of housing proposed. HEARING EXAMINER COMMITTEE FINDINGS & ORDER FILE NO. PE- 1506 -85 11. That the adjoining properties consist of single family and duplex uses as well as some undeveloped land. 12. That the Committee made a regularly scheduled visit to the site as well as the immediate adjoining areas prior to rendering its decision. 13. That the Committee believes the divided duplex concept proposed by the sponsor will encourage buyers of the units to become owners of their residence and take care of the unit. 14. That the Committee concurred with the sponsor's request to waive County Engineer condition of approval #12 in regards to the sidewalks on 8th Avenue. However, the County Engineer's representative commented that such design deviation can only be approved by their department and can be appealed to the Board of County Commissioneres under RCW 36.70. CONCLUSIONS AND ORDER The Hearing Examiner Committee pursuant to the above findings concludes that the applicatin of preliminary plat PE- 1506 -85, Towner's Addition, Zone Change ZE- 56 -85, from Agricultural to Agricultural Suburban and VE- 62 -85, Frontage Requirement be APPROVED in accordance with the Conditions of Approval attached hereto. VOTE: Williams - Aye Myers - Aye Anderberg - Nay ATTE THE HEARING EXAMINER COMMITTEE HEREBY ATTESTS TO THE ABOVE FINDINGS AND CONCLUSION AND VOTE. If al 4 o �i _ / % a 171 0 i.1/ DO S AD Spokane County Subdivision Administrator PE- 1505 -85 TOWNER'S ADDITION IN REFERENCE TO THE ATTACHED FINDINGS & ORDER THE HEARING EXAMINER COMMITTEE ADOPTS THE FOLLOWING PLANNING REPORT CONDITIONS OF APPROVAL (SECTION A) AND AMENDMENTS (SELiiUN 8) AIIACHED HERETO: SECTION A: 1. )hat the below listed conditions of all Departments and Agencies are binding upon the applicant, owner(s) of the property, heirs, successors or assigns. PLANNING DEPARTMENT 2. The preliminary plat of record approval is for the property legally described in the application for this proposal. 3. That the Final Plat be designed substantially in conformance with the preliminary plat of record as legally described and advertised. No increase of density or lot number shall occur without prior approval of the Hearing Examiner Committee. 4. The Spokane County Subdivision Administrator shall review any proposed Final Plat to insure compliance with the Findings and Conditions of the Spokane County Hearing Examiner Committee. 5. That the preliminary plat be given conditional approval for three (3) years to July 1, 1988. The applicant may request an Extension of Time by submitting a written request forty -five (45) days prior to the above expiration date. 6. Upon filing the Final Plat the zone change of the Final Plat area shall be finalized and the existing Agricultural zone classification shall be changed to Agricultural Suburban. 7. That a Final Plat name be indicated before the final plat is filed; such name to be approved by the County Assessor and the Planning staff. 8. That appropriate utility easements be indicated on copies of the approved preliminary plat, for distribution to the County Planning Department, Utilities Department, Engineering Department, Health District and . applicable utility companies. Written approval of said utility easements by said utility companies must be received with the submittal of the final plat. 9. That a current, certificate of title be furnished the County Planning Department prior to filing the final plat. '10. That the provisions of SEPA'S NOTICE OF ACTION pursuant to Chapter 43.21C.080 RCW be initiated by the project applicant within thirty (30) days of final disposition of this application, and prior to any on -site improvements unless the applicant(s) /sponsor(s) choose to file a notarized Waiver of Notice of Action with the Spokane County Planning Department. HEARING EXAMINER COMMITTEE CONDITIONS, JUNE 20, 1985 PE- 1506 -85, TOWNER'S ADDITION VI. CONDITIONS OF APPROVAL (Cont'd) Planning Department ( Cont'd) 11. That a plan for water facilities adequate for domestic service and fire protection be approved by the water supplier, fire protection district, Spokane County Building & Safety Department and County health authorities. The agencies will certify on the WATER PLAN, prior to the filing of the final plat or any phase of the preliminary plat that the plan is in conformance with their respective needs and regulations. The WATER PLAN and certification will be drafted on a transparency suitable for reproduction. The purveyor will also certify that appropriate contractual arrangements and schedule of improvements have been made with the plat sponsor for construction of the water system in accordance with the approved WATER PLAN. The time schedule will provide for completion of the water system and inspection by the appropriate health authorities prior to application for building permits within the final plat. The arrangements or agreements will include a provision holding Spokane County and the purveyor harmless from claims by any lot purchaser refused a building permit due to the failure of the plat sponsor to satisfactorily complete the approved water system. The plat sponsor shall also sign the WATER PLAN to confirm the contractual arrangements or agreements. The final plat dedication will contain the following statement: "the public water system, pursuant the WATER PLAN approved by County and State Health authorities, the local fire district, County Building & Safety Department, and water purveyor, will be installed within this plat, and the subdivider /sponsor will provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot and prior to issuance of a building permit for each lot." 12. That 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 the approved WATER PLAN for the Final Plat ",signed and stamped by said engineer. The certification may be in the form of a letter but is preferred to be certified on a copy of the WATER PLAN. as a schematic map showing the "As Built" water system. 13. That the final plat dedication include: "No detached single family dwellings or manufactured homes are allowed on the "divided duplex" lots. That all lots with any lot line designated Center Duplex Lot Line shall be restricted to one common wall dwelling unit (1/2 Duplex); provided the duplex common wall is aligned over or with the Center Duplex Lot Line; and provided that each duplex unit (half) is totally on its side of said center lot line when said lot line is extended vertically beyond the roofline." HEARING EXAMINER COMMITTEE CONDITIONS, JUNE 20, 1985 PE- 1506 -85, TOWNER'S ADDITION VI. CONDITIONS OF APPROVAL (Cont'd) Planning Department (Cont'd) 14. That the final plat map is to identify the duplex common wall lot line as: CENTER DUPLEX LOT LINE and the line is to be drafted as a continuous "dash- dot - dash." COUNTY ENGINEER DEPARTMENT 1. That conditional approval of the plat is given subject to dedication of Right -of -Way and approval of the road system as indicated in the preliminary plat of record. 2. That plans, profiles, and cross - sections as designed to County standards showing proposed street centerline and curb grades be submitted to the County Engineer for approval prior to construction and /or the filing of each final plat; road plans to be prepared under the direction of a licensed Professional Civil Engineer. 3. That drainage plans and design calculations showing the alignment of drainage facilities be submitted to the County Engineer for approval prior to construction and /or the filing of each final plat. Drainage plans to be prepared under the direction of a licensed Professional Civil Engineer. 4. Construction within the proposed public streets and easements shall be performed under the direct supervision of a licensed engineer /surveyor, who shall furnish the County Engineer with "As Built " plans and a certificate in writing that all improvements were installed to the lines and grades shown on the approved construction plans and that all disturbed monuments have been replaced. 5. No construction work is to be performed within the existing or proposed public right of way until a permit has been issued by the County Engineer. All work is subject to inspection and approval by the County Engineer. 6. All construction within the existing or proposed public Right -of -Way is to be completed prior to filing each final plat or a bond in the amount estimated by the County Engineer to cover the cost of construction of improvements, construction certification, "As Built" plans, and monumenting the street centerlines shall be filed with the County Engineer. 7. No direct access from lots to 1/2 Right of Ways until such roads are constructed to County standards and established as County roads. 8. Road design, construction, and drainage control for 1/2 Right of Ways and Stub Road connections are the responsibility of the developer. 9. A statement must appear in the dedicatory language of the final plat: "that individual driveway access permits be required prior to issuance of a building permit for driveway approaches to the County road system." 10. Dedication of 10 ft.additional Right of Way along 8th Avenue. HEARING EXAMINER COMMITTEE CONDITIONS, JUNE 20, 1985 PE- 1506 -85, TOWNER'S ADDITION VI. CONDITIONS OF APPROVAL (Cont'd) County Engineer Department (Cont'd)' 11. Existing County roads providing direct access to the plat shall be paved and curbed to Spokane County standards. 12. That Public Road Standard TYPICAL Roadway Section be: (1) Section Number 2 for 8th Avenue Minimum Paving width Secondary Arterial Standard; (2) Section Number 2 for Interior Road Minimum Paving width Access Standard; (3) Section Number 2 for 10th Avenue Minimum Paving width Access Standard. 13. To construct the road improvements stated herein, the applicant may, with the approval of the County Engineer, join in and be a willing participant in any petition or resolution which purposes is the formation of a Road Improvement District (RID) for said improvements pursuant to RCW 36.88, as amended. At such time as an RID is created or any Road Improvement Project is sanctioned by Spokane County, the improvements required (curb, sidewalk, drainage control and paving to existing pavement) will be at the sole expense of the undersigned owner, their heirs, grantees and assigns. Applies to improvements specified for 10th Avenue. 14. As an alternative method of constructing the road improvement stated herein, the applicant may, with the approval of the County Engineer, accomplish the road improvements stated herein by joining and participating in a County Road project (CRP) to the extent of the required road improvement. At such time as an RID is created or any Road Improvement Project is sanctioned by Spokane County, the improvements required (curb, sidewalk, drainage control and paving to existing pavement) will be at the sole expense of the undersigned owner, their heirs, grantees and assigns. Applies to improvements specified for 10th Avenue. 15. That the following statement be placed in the plat dedication: The owners, their heirs, grantees and assigns, agree to join in the formation of a County Road Improvement District pursuant to RCW 36.88 at such time as a Road Improvement District is created or any Road Improvement Project is sanctioned by Spokane County. The improvements required (curb, sidewalk, drainage control and paving) will be at the sole expense of the owner, their heirs, grantees and assigns. Applies to improvements specified,for 10th Avenue. 16. The proposed plat shall be improved to the standards set forth in Spokane County Board of Commissioners Resolution No. 80 -1592, as amended, which establishes regulations for roads, approaches, drainage, and fees in new construction. 17. The County Engineer has examined this development proposal and has determined that the impact of this proposal upon the existing County Road System warrants the dedication of additional right -of -way and the roadway improvements herein specified. 18. That a turn - around area which is acceptable to the County Engineer shall be constructed at the southerly terminus of the north -south access street. HEARING EXAMINER COMMITTEE CONDITIONS, JUNE 20, 1985 PE- 1506 -85, TOWNER'S ADDITION VI.CONDITIONS OF APPROVAL (Cont'd) COUNTY HEALTH DISTRICT 1. The final plat shall be designed as indicated on the preliminary plat of record and /or 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 District. Written approval of the easements by the utility companies must be received prior to the submittal of the final plat. 3. A combined surface water and sewage disposal detailed plan shall be approved by the County Engineer and the Spokane County Health District prior to the issuance of any building permit for this project. 4. Sewage disposal method shall be as authorized by the Director of Utilities, Spokane County. 5. 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 (an) on -site sewage system(s) may be authorized." 6. Water service shall be coordinated through the Director of Utilities, Spokane County. 7. Water service shall be by an existing public water supply when approved by the Regional Engineer (Spokane), State Department of Social & Health Services. 8. Prior to filing the final plat, the sponsor shall present evidence that the plat lies within the recorded service area of the water system proposed to serve the plat. The dedicatory language on the plat shall state: "Use of private wells and water systems is prohibited." 9. The plat dedication will contain a statement to the effect that: "The public water system as approved by County and State health authorities and the local fire district and purveyor will be installed within this plat, and the subdivider will provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot." 10. 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 Lot 1, Block 2. 11. 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 Lot 1, Block 2 is wholly located within the boundaries of the lot. HEARING EXAMINER COMMITTEE CONDITIONS, JUNE 20, 1985 PE- 1506 -85, TOWNER'S ADDITION VI. CONDITIONS OF APPROVAL (Cont'd) COUNTY UTILITIES DEPARTMENT 1. The dedication shall state: "The owner(s) or Successor(s) in interest agree to authorize the County to place their name(s) on a petition for the formation of ULID by petition method pursuant to RCW 36.94 which the petition includes the Owner(s) property and further not to object by the signing of a protest petition against the formation-of a ULID by resolution method pursuant to RCW Chapter 36.94 which includes the Owner(s) property. PROVIDED, this condition shall not prohibit the owner(s) or successor(s) from objection to any assessment(s) on the the property as a result of improvements called for in conjunction with the formation of a ULID by either petition or resolution method under RCW Chapter 36.94. 2. Any water service for this project shall be provided in accordance with the Coordinated Water System Plan for Spokane County, as amended. 3. The dedication shall state: "Each dwelling unit shall be double plumbed for connection to future area -wide collection systems." 4. A dry sewer connection to the future area -wide Sewerage System is to be constructed. Plans and specifications for the dry sewer connection are to be reviewed and approved by the Utilities Department prior to application for septic tank permits. COUNTY BUILDING & SAFETY DEPARTMENT 1. The divided duplex structures shall meet or exceed all requirements of the Spokane County Building Code requirements for attached single family development which contemplates private ownership of the individual dwellings. SECTION B: Amend County Health District condition #10 to read: 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 all lots except on Lot 1, Block 2 >. LO rtli ?S— Date Q W 4 5 20tH E 1 _ E our C rALIPRA 9 13 TH :��jr; TEEHTH '3TM 1,3 Ti , .q TwFnTv•FOURT be are +— 344c.4•C4:1 eszeir xs: rti Y+ TO m ( Lr.r Rd Ue rw.• n /•m :, St. 1.4 r '✓ Pa rachi Seas: 6 no Lvl 6H; H AVE — ' 4 6 — TO: FROM: RE: PE- 1506 -85, TOWNER'S ADDITION ZE- 56 -85, Agricultural to Agricultural Suburban VE- 62 -85, Frontage Requirement from 90' to 88' for divided duplex I. GENERAL INFORMATION Sponsor: 928 -2592 Surveyor /Engineer: 926 -1322 Location: Located south of and adjacent to 8th Avenue and north of and adjacent to 10th Avenue, approximately 600 ft. west of Adams Road in Section 23, Township 25N, Range 44 E.W.M., Spokane County, Washington. Proposal: The sponsor proposes to divide approximately 4.9 acres into 14 lots for divided duplexes, with an average lot size of approximately 12,600 sq.ft. The proposed zone change is from Agricultural to Agricultural Suburban. A 2 foot variance from the minimum frontage requirement for a duplex in the Agricultural Suburban zone is requested for Lot 6, Block 1. II. SITE PLAN INFORMATION A. B. Wolfland, Inc. S. 717 Pines Road Spokane, WA 99206 Site North East South West PLANNING REPORT JUNE 20, 1985 SPOKANE COUNTY HEARING EXAMINER COMMITTEE SPOKANE COUNTY PLANNING DEPARTMENT STAFF PRELIMINARY SUBDIVISION, ZONE RECLASSIFICATION & VARIANCE Michael Phillips N. 909 Argonne Road Spokane, WA 99212 Site Size: 4.9 acres; density approximately 5 dwellings per acre. Comprehensive Plan: Urban, within the Priority Sewer Service Area (PSSA). C. Site Characteristics: The site is flat, fenced and undeveloped. D. Neighborhood Characteristics: Urban with a mix of uses ranging from duplexes and single family dwellings to the north, east and south and undeveloped pasture land to the immediate west. E. Zoning: Proposal - Reclassify land presently Agricultural to Agricultural Suburban ▪ Agricultural, 1 R -2, 1976; Agri ▪ Agricultural, 1 - Agricultural, 1 • Agricultural, 1 942. cultural Suburban, 1963. 942; Agricultural Suburban, 1956. 942. 942. —47— a CO A vice• j C It GILL flmi .m111IM A O ^ — 1&VEML-1 /b r4 r4 b a 1 j 2 4 I I YMRJ.IIfp 1 • -1 I L_ _J 8 - A - r 0 14 25 . 4. 'b P r .r M� J 17'.; 1 Hot V -r 140 %lC —4 0 24 0 5 a , , �1 m, - MCLMT Q014 SUB 10 3 3 - AVENUE -- - r i I S YALE I. So ' 1 .1�..1/ / 1Y VICINITY MAP SCALE I• l]N' PQELIM)NeQY RAT T OWNER'S ADDITION S TYE DATA QCMCR KS NUMBCR Or U3TS 1♦ DIVIDED OUPLEK )YPICAL 465 IOI SIZE 0O 1' - TN . - -- .., TYPIC LOT FROM M( EA —_ - - TOTAL ACIZE9 Or PLAT 4.D Mn. -• (iIIIC omit WI Lot CLACEIICE E SIMPSON ENGiNECRS 14C. N 9O9 ARCON4E ROAD SPOKANE WASNI 99 Zia 92(.-I322 (,: /sm.) PLANNING REPORT, JUNE 20, 1985 PE- 1506 -85, TOWNER'S ADDITION II. SITE PLAN INFORMATION (Cont'd) F. Land Use: Site - Void of structure, flat, alfalfa. North - Duplexes and single family residences. East - Single family residences. South - Single family residences, duplexes on Warren between 10th and Avenues West - Undeveloped land and single family on Best Road G. Comprehensive Plan Designation: The Comprehensive Plan designates this area as Urban and is within the Priority Sewer Service Area (PSSA) boundary. H. Special Information: Circulation - The 28 units will be accessed primarily from 8th Avenue. Design - The development would be focused on the interior with access available along 8th and 10th Avenues. Drains a -The Spokane County Engineers will require drainage contro s for surface water runoff. Water Supply - Vera Irrigation District #15 will provide water. An approved water plan will be required prior to finalizing this preliminary plat. Sewage Disposal - Septic tanks are proposed. School - The proposal is in the Central Valley School District #356. Fire Protection - Fire District #1 and County Building & Safety Department (Fire Marhsall) are required to approve fire protection provisions prior to finalizing the preliminary plat. Cultural Resources - None have been identified III.HISTORY /ANALYSIS This proposal is generally of a higher density than the surrounding development which contains a mixture of undeveloped land, single family residences and duplex units, all within the general vicinity. The proposal is consistent with the fill -in development guidelines of the Spokane County Comprehensive Plan and is well within the density range allowed in the Urban Category. —49— PLANNING REPORT, JUNE 20, 1985 PE- 1506 -85, TOWNER'S ADDITION IV. ENVIRONMENTAL REVIEW An Environmental Checklist was submitted by the sponsor and was reviewed by the County Planning Department staff. The review considered the specifics of the proposal, other available information, County ordinances, other regulations and laws and the standard Conditions of Approval. County Planning Department has determined that "No probable significant adverse impacts" would result from the proposal being developed and has issued a Determination of Non- Significance ( "DNS "). The "DNS" was circulated to 8 other agencies of jurisdiction and other agencies /departments, affected by the future development, for review and comment. The "DNS" comment period ends June 19, 1985 and was advertised 15 calendar days before said date in the newspaper, by letter to adjacent property owners 460 feet of the proposal, by notice on a sign posted on the proposal site and by letter to the general mailing list. Hearing Examiner Committee may consider additional environmental related testimony and the "DNS" at the public hearing. V. LEAD AGENCY SUMMARY The project appears compatible with the general area though of a somewhat higher density than adjoining property to the immediate south and east. The Planning Department recommends approval based upon agency reports and the Spokane County Comprehensive Plan unless unresolved issues are presented at the public hearing. VI. CONDITIONS OF APPROVAL If approval is granted, the following conditions are recommended: 1. That the below listed conditions of all Departments and Agencies are binding upon the applicant, owner(s) of the property, heirs, successors or assigns. PLANNING DEPARTMENT 2. The preliminary plat of record approval is for the property legally described in the application for this proposal. 3. That the Final Plat be designed substantially in conformance with the preliminary plat of record as legally described and advertised. No increase of density or lot number shall occur without prior approval of the Hearing Examiner Committee. Conditions of VE -62 -85 apply to this proposal. 4. The Spokane County Subdivision Administrator shall review any proposed Final Plat to insure compliance with the Findings and Conditions of the Spokane County Hearing Examiner Committee. 5. That the preliminary plat be given conditional approval for three (3) years to July 1, 1988. The applicant may request an Extension of Time by submitting a written request forty -five (45) days prior to the above expiration date. - 50 - PLANNING REPORT, JUNE 20, 1985 PE- 1506 -85, TOWNER'S ADDITION VI. CONDITIONS OF APPROVAL (Cont'd) Planning Department (Cont'd) 6. Upon filing the Final Plat the zone change of the Final Plat area shall be finalized and the existing Agricultural zone classification shall be changed to Agricultural Suburban. 7. That a Final Plat name be indicated before the final plat is filed; such name to be approved by the County Assessor and the Planning staff. 8. That appropriate utility easements be indicated on copies of the approved preliminary plat, for distribution to the County Planning Department, Utilities Department, Engineering Department, Health District and applicable utility companies. Written approval of said utility easements by said utility companies must be received with the submittal of the final plat. 9. That a current certificate of title be furnished the County Planning Department prior to filing the final plat. 10. That the provisions of SEPA'S NOTICE OF ACTION pursuant to Chapter 43.21C.080 RCW be initiated by the project applicant within thirty (30) days of final disposition of this application, and prior to any on -site improvements unless the applicant(s) /sponsor(s) choose to file a notarized Waiver of Notice of Action with the Spokane County Planning Department. 11 That a plan for water facilities adequate for domestic service and fire protection be approved by the water supplier, fire protection district, Spokane County Building & Safety Department and County health authorities. The agencies will certify on the WATER PLAN, prior to the filing of the final plat or any phase of the preliminary plat that the plan is in conformance with their respective needs and regulations. The WATER PLAN and certification will be drafted on a transparency suitable for reproduction. The purveyor will also certify that appropriate contractual arrangements and schedule of improvements have been made with the plat sponsor for construction of the water system in accordance with the approved WATER PLAN. The time schedule will provide for completion of the water system and inspection by the appropriate health authorities prior to application for building permits within the final plat. The arrangements or agreements will include a provision holding Spokane County and the purveyor harmless from claims by any lot purchaser refused a building permit due to the failure of the plat sponsor to satisfactorily complete the approved water system. The plat sponsor shall also sign the WATER PLAN to confirm the contractual arrangements or agreements. The final plat dedication will contain the following statement: "the public water system, pursuant the WATER PLAN approved by County and State Health authorities, the local fire district, County Building & Safety Department, and water purveyor, will be installed within this plat, and the subdivider /sponsor will provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot and prior to issuance of a building permit for each lot." - 51 - PLANNING REPORT, JUNE 20, 1985 PE- 1506 -85, TOWNER'S ADDITION VI. CONDITIONS OF APPROVAL (Cont'd) Planning Department (Cont'd) 12. That 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 the approved WATER PLAN for the Final Plat ", signed and stamped by said engineer. The certification may be in the form of a letter but is preferred to be certified on a copy of the WATER PLAN as a schematic map showing the "As Built" water system. 13. That the final plat dedication include: "No detached single family dwellings or manufactured homes are allowed on the "divided duplex" lots. That all lots with any lot line designated Center Duplex Lot Line shall be restricted to one common wall dwelling unit (1/2 Duplex); provided the duplex common wall is aligned over or with the Center Duplex Lot Line; and provided that each duplex unit (half) is totally on its side of said center lot line when said lot line is extended vertically beyond the roofline." 14. That the final plat map is to identify the duplex common wall lot line as: CENTER DUPLEX LOT LINE and the line is to be drafted as a continuous "dash- dot - dash." COUNTY ENGINEER DEPARTMENT 1. That conditional approval of the plat is given subject to dedication of Right -of -Way and approval of the road system as indicated in the preliminary plat of record. 2. That plans, profiles, and cross - sections as designed to County standards showing proposed street centerline and curb grades be submitted to the County Engineer for approval prior to construction and /or the filing of each final plat; road plans to be prepared under the direction of a licensed Professional Civil Engineer. 3. That drainage plans and design calculations showing the alignment of drainage facilities be submitted to the County Engineer for approval prior to construction and /or the filing of each final plat. Drainage plans to be prepared under the direction of a licensed Professional Civil Engineer. 4. Construction within the proposed public streets and easements shall be performed under the direct supervision of a licensed engineer /surveyor, who shall furnish the County Engineer with "As Built" plans and a certificate in writing that all improvements were installed to the lines and grades shown on the approved construction plans and that all disturbed monuments have been replaced. 5. No construction work is to be performed within the existing or proposed public right of way until a permit has been issued by the County Engineer. All work is subject to inspection and approval by the County Engineer. -52- PLANNING REPORT, JUNE 20, 1985 PE- 1506 -85, TOWNER'S ADDITION VI. CONDITIONS OF APPROVAL ( Cont'd) County Engineer Department (Cont'd) 6. All construction within the existing or proposed public Right -of -Way is to be completed prior to filing each final plat or a bond in the amount estimated by the County Engineer to cover the cost of construction of improvements, construction certification, "As Built" plans, and monumenting the street centerlines shall be filed with the County Engineer. 7. No direct access from lots to 1/2 Right of Ways until such roads are constructed to County standards and established as County roads. 8. Road design, construction, and drainage control for 1/2 Right of Ways and Stub Road connections are the responsibility of the developer. 9. A statement must appear in the dedicatory language of the final plat: "that individual driveway access permits be required prior to issuance of a building permit for driveway approaches to the County road system." 10. Dedication of 10 ft.additional Right of Way along 8th Avenue. 11. Existing County roads providing direct access to the plat shall be paved and curbed to Spokane County standards. 12. That Public Road Standard TYPICAL Roadway Section be: (1) Section Number 2 for 8th Avenue Minimum Paving width Secondary Arterial Standard; (2) Section Number 2 for Interior Road Minimum Paving width Access Standard; (3) Section Number 2 for 10th Avenue Minimum Paving width Access Standard. 13. To construct the road improvements stated herein, the applicant may, with the approval of the County Engineer, join in and be a willing participant in any petition or resolution which purposes is the formation of a Road Improvement District (RID) for said improvements pursuant to RCW 36.88, as amended. At such time as an RID is created or any Road Improvement Project is sanctioned by Spokane County, the improvements required (curb, sidewalk; drainage control and paving to existing pavement) will be at the sole expense of the undersigned owner, their heirs, grantees and assigns. Applies to improvements specified for 10th Avenue. 14. As an alternative method of constructing the road improvement stated herein, the applicant may, with the approval of the County Engineer, accomplish the road improvements stated herein by joining and participating in a County Road project (CRP) to the extent of the required road improvement. At such time as an RID is created or any Road Improvement Project is sanctioned by Spokane County, the improvements required (curb, sidewalk, drainage control and paving to existing pavement) will be at the sole expense of the undersigned owner, their heirs, grantees and assigns. Applies to improvements specified for 10th Avenue. —53— PLANNING REPORT, JUNE 20, 1985 PE- 1506 -85, TOWNER'S ADDITION VI.CONDITIONS OF APPROVAL (Cont'd) Engineer Department 15. That the following statement be placed in the plat dedication: The owners, their heirs, grantees and assigns, agree to join in the formation of a County Road Improvement District pursuant to RCW 36.88 at such time as a Road Improvement. District is created or any Road Improvement Project is sanctioned by Spokane County. The improvements required (curb, sidewalk, drainage control and paving) will be at the sole expense of the owner, their heirs, grantees and assigns. Applies to improvements specified for 10th Avenue. 16. The proposed plat shall be improved to the standards set forth in Spokane County Board of Commissioners Resolution No. 80 -1592, as amended, which establishes regulations for roads, approaches, drainage, and fees in new construction. 17. The County Engineer has examined this development proposal and has determined that the impact of this proposal upon the existing County Road System warrants the dedication of additional right -of -way and the roadway improvements herein specified. 18. That a turn - around area which is acceptable to the County Engineer shall be constructed at the southerly terminus of the north -south access street. COUNTY HEALTH DISTRICT 1. The final plat shall be designed as indicated on the preliminary plat of record and /or 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 District. Written approval of the easements by the utility companies must be received prior to the submittal of the final plat. 3. A combined surface water and sewage disposal detailed plan shall be approved by the County Engineer and the Spokane County Health District prior to the issuance of any building permit for this project. 4. Sewage disposal method shall be as authorized by the Director of Utilities, Spokane County. 5. 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 (an) on -site sewage system(s) may be authorized." 6. Water service shall be coordinated through the Director of Utilities, Spokane County. 7. Water service shall be by an existing public water supply when approved by the Regional Engineer (Spokane), State Department of Social & Health Services. —54— PLANNING REPORT, JUNE 20, 1985 PE- 1506 -85, TOWNER'S ADDITION VI. CONDITIONS OF APPROVAL (Cont'd) County Health District (Cont'd) 8. Prior to filing the final plat, the sponsor shall present evidence that the plat lies within the recorded service area of the water system proposed to serve the plat. The dedicatory language on the plat shall state: "Use of private wells and water systems is prohibited." 9. The plat dedication will contain a statement to the effect that: "The public water system as approved by County and State health authorities and the local fire district and purveyor will be installed within this plat, and the subdivider will provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot." 10. 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 Lot 1, Block 2. 11. 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 Lot 1, Block 2'is wholly located within the boundaries of the lot. COUNTY UTILITIES DEPARTMENT 1. The dedication shall state: "The owner(s) or Successor(s) in interest agree to authorize the County to place their name(s) on a petition for the formation of ULID by petition method pursuant to RCW 36.94 which the petition includes the Owner(s) property and further not to object by the signing of a protest petition against the formation of a ULID by resolution method pursuant to RCW Chapter 36.94 which includes the Owner(s) property. PROVIDED, this condition shall not prohibit the owner(s) or successor(s) from objection to any assessment(s) on the the property as a result of improvements called for in conjunction with the formation of a ULID by either petition or resolution method under RCW Chapter 36.94. 2. Any water service for this project shall be provided in accordance with the Coordinated Water. System Plan for Spokane County, as amended. 3. The dedication shall state: "Each dwelling unit shall be double plumbed for connection to future area -wide collection systems." 4. A dry sewer connection to the 'future area -wide Sewerage System is to be constructed. Plans and specifications,for the dry sewer connection are to be reviewed and approved by the Utilities Department prior to application for septic tank permits. COUNTY BUILDING & SAFETY DEPARTMENT 1. The divided duplex structures shall meet or exceed all requirements of the Spokane County Building Code requirements for attached single family development which contemplates private ownership of the individual dwellings. - 55 - TO: PLANNING DEPARTMENT OFFICE OF COUNTY ENGINEER .SPOKANE COUNTY, WASHINGTON dedication of % (%._additional Right of Way along "-On Qjeni.l_G i . , .; .I ;I F,; 1.111 17 additional Right of Way along additional Right of Way along • JIU in a.— I A , 19 85 • FROM: —COUNTY ENGINEER'S DEPARTMENT 4`1:0.LYWO t SUBJECT: • ROAD CONDITIONS' FOR PLAT NAMg Towers AaS!' NUMBER Pr- / -5 8S "CONDITIONS UIRCLED APPLY TO PLAT UNDER LONS'IDERAITION • 4i,' ;,fa • 't., Cz. i"I',f, r 4 ,s +a wwY ( that conditional approval of the plat by the County Engineer is given subject to dedication of Right -of -Way and approval of the road system as Indicated in the prel iminar -y plat of record. • hat plans, profiles, and cross sections as designed to County standards showing proposed street centerline and curb grades be submitted to the County Engineer for approval prior to construction and /or the filing of a final plat; road plans to be prepared under the direction of a licensed Professional Clyil Engineer. that drainage plans and design calculations showing the alignment of drainage facilities be submitted to the County Engineer for approval prior to construction and /or the filing of the final plat. Drainage plans to be.prepared under the direction of a licensed Professional Civil Engineer. . E 4 -that the regulations of the National Flood Insurance Program be observed since the proposed plat Is affected by a Flood Hazard Zone, construction within the proposed public streets and easements shall be performed under the direct supervision of a licensed engineer /surveyor, who shall furnish the County Engineer with "As Built" plans and a certificate In writing that all improve- ments were installed to the lines and grades shown on the approved construction plans and that all disturbed monuments have been replaced; - no construction work is to be performed within the existing or proposed Public Right of Way until a permit has been Issued by the County Engineer. All work is subject to inspection and approval by the County Engineer; all construction within the existing or proposed Public Right of Way is to be com- pleted prior to filing the final plat or a bond In the amount estimated by the County Engineer to cover the cost of construction of Improvements, construction certifica- tion, "As Built" plans, and monumenting the street centerlines, shall be tiled with the County Engineer; no direct access from lots to 1/2 Right of Ways until such roads are constructed to County Standards and established as County Roads; E 9 -no direct access from lots to Stub Road connections until such roads are constructed to County Standards and established as County Roads; road design, construction, and drainage control for 1/2 Right of Ways and Stub Road connections are the responsibility of the Developer; Ell - that appropriate provision be made that the following described property be held In trust until the continuation of the streets be dedicated or deeded; A I ft. strip at the ends or edges of all streets that terminate or border the plat boundary. (Tem- porary cul de sacs are required when streets terminate at the plat boundaries.) a statement must appear In the dedicator language of the plat that individual drive- way access permits be required prior to Issuance of a building permit for driveway approaches to the County road system. FIa - ;t,temont .cell he placed In plat dedication that no direct access be allowed from 11;t q to t•. it a .t,t.,,• ho I .Io.'el in the plat dedication providing for future Slope oast,- ,.rut:, a•. ,d,l..•d b♦ ',plk:ime -runty along 1, ;d •. pl';vlalny dire•t -,c-e ;s to the plat shall he paved and/AN f, •,Idndar'ds. I ,; r - .•I., the plat ha .4•',ignad and constructed to Spokane d al .ne) 1: L .I f.•r I al I1) , ln M 2 • ' Ei p � ii 1 Minim,;,,; r,,vin,i widt $ec_ nfld4a{ J y� 4016040 •SSA 2 '' Zr�teetoy' t�oAa Minimum raving *Lirh Access .S1A(IdARO4 2 " /0 hvc M: n l /VI ,Im Pay l no .i'I to QCC1 51Q4(d4KJ Mini mum I'.fv In .4110 (12 )-rho word "nppllcnnr" :.nail include the owner or owners of the property, his heir assigns, and succe..,urs. to construct the rood ■ s rovements stated herein, the a licant may, with the approv- al of the County Engineer, join le and be a willing participant in - any petition. or resolution which purposes is the formation of a Road Improvement Dlstricr (RIDV for said improvements pursuant to RCW as amended. At such time as an RID is created or any.Road Improvement Project is sanctioned by Spokane County, the Improve- ments required (curt, sidewalk, drainage control and paving to existing pavement) 'will be at the sole, expense of the undersigned owner, their heirs, grantees and assigns.' 'Ave \te5 to ZvvlprovenwlTs - spec /{']Ed fait /O >b Aoe. as an alternative method of constructing the road improvement stated herein, the applicant may, with the approval of the County Engineer, accomplish the road improve- ments stated herein by joining and participating In a County Road project (CRP) to the extent of the required road improvement. At such time as an RID is created or any Road Improvement 'Project Is sanctioned by Spokane County, the improvements re- quired (curb, sidewalk, drainage control and paving to existing pavement) will be at the sole expense of the undersigned owner, their heirs, grantees and assigns. Applies tp la Socwevnriu es S peG1 TleL viva- /0 ?3 ' A1 that the following statement be placed In the plat dedication: The owners, their heirs, grantees and assigns, agree to join in the formation of a County Road Improvement District pursuant to R.C.W. 36.88 at such time as a Road Improvement District is created or any Road Improvement Project is sanctioned by Spokane County. The improvements required (curb, sidewalk, drainage control and paving) will be at the sole expense of the owner their heirs, grantees and assigns. App11c.S td S mpr'ovem,eners Speci4itea 4to /0 Ave • E24 -that the sponsor shall prepare and submit to the County Engineer a design proposal acceptable to the State Highway Department of the proposed State Highway- County Road intersection. State Highway Department approval of the proposed design must be received prior to the filing of the final plat. Improvements to the State Highway are to be the responsibility of the Sponsor and may either be constructed or a - bond to cover the cost of such improvements furnished to the County Engineer In the amount as determined by the County Engineer and the State Highway Department. E25 -the proposed private road(s) as shown on the preliminary plat serving lots with: no extension possible; extension to serve 8 or less lots; _future public Right of Way tract is approved by the County Engineer. E26 -that private road(s) be improved to Spokane County standard for a private road standard serving lots. Subject to approval under section 10.207 of the Spokane County Fire Code. E27 -that the following provision be made that the following described property be held in trust until the continuation of the private road and the "Tract X" is deeded or dedi- cated: a I ft. strip at the ends or edges of all private "Tract X" that terminate or border the plat boundary. E28 -a statement shall be placed in the plat dedication that the "Tract X" private road(s) contained within this plat is /are for the sole use of parcels within the plat until such time as the roadway is improved and established as a public road. E29 -that the following statement be placed in the plat dedication: WARNING: Spokane County has no responsibility to build, improve, maintain, or other- wise service the private roads contained within or providing service to the property described In this plat, By accepting this plat or subsequently by allowing a building permit to be Issued on property on a private road, Spokane County assumes no obligation for said private road and the owners hereby acknowledge that the County has no obligation of any kind or nature whatsoever to establish, examine, survey, construct, alter, repair, Improve, maintain, provide drainage or snow removal on a private road. This requirement is and shall run with the land and shall be binding upon the owner, their heirs, successors or assigns including the obligation to parti- cipate in the maintenance of the private road as provided herein. he proposed plat shall be improved to the standards set forth in Spokane County Board of Commissioners Resolution No. 80 -1592, as amended, which establishes regula- tions for roads, approaches, drainage, and fees in new construction. the County Engineer has examined this development proposal and has determined that the impact of this proposal upon the existing County Road System warrants the dedica- tion of additional rlyht -of -way and the roadway improvements herein specified. 51 -f 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 erot- lamt.. -Since this plat ur development proposal is affected by or Is a contributor to stormwater flows, property owners should participate In the planning and Implementa- tion of a future basinwido stormwater management system. The following "Condition of Approval" shall he required: That the owner(s) or successor(s) in interest agree to join In any County approved Stormwater Management Program and to pay such rates i n chr.rryos as may ho fixed through public hearings for service or benefit obtained by the planning, design, constructing, maintaining, or operation of stormwater control • foci I I r l.,s, '7 A464 tr c!r /S r9cc /4 15 To tat Cpq vT " c/ �E 32) Ih N 7u 3 5 -fl /L:4ACi r rendni w e � ' /he NaaJ q,hg 4e C' o'"t:Irur (t c> I At Me' `_'o uY7t ea / y �ICL tt57 (VAC 197 - 11-960) Section 11.10.230(1) Purpose of Checklist: A, IACKCROONU 1. Name of proposed project, if applicable: 2. Name of Applicant: ' Anl f land ('n_ 3. Address and phone number of applicant or contact person: S 717 Pines Road Spokane, Washington Date checklist prepared: Agency requesting checklist NO April 24, 1985 Proposed timing or schedule (including phasing, if applicable): SPOKANE ENVIRONMENTAL ORDINANCE Environment• Checklist The State Environmental Policy Act (SEPA) chapter 43.21C RCW, requires all governmental agencies to consider the environmental impacts of • proposal before making decisions. An Environmental Impact Statement (EIS) must he prepared for all proposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help 'you and the agency Identify impact• from your proposal (and to reduce or avoid impacts Eros the proposal, if It can be done) and to help the agency decide whether an EIS is required. Instructions for Applicants: This environmental checklist asks you to describe some basic Information about your proposal. Governmental agencies use this checklist to determine whether the environmental lspatte of your proposal arm significant, requiring preparation of an EIS. Answer the questions briefly, with the most precise information known, or give the best description you can. You suet answer each question accurately and carefully, to the best of your knowledge. In most uses, you should be able to answer the questions ,from your own observations or project plans without the need to hire experts. If you really do not know the answer, or if • question does not apply to your proposal, write 'do not know' or 'does not apply.' Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations, such as toning, shoreline, and landmark designation.. Answer these questions if you can. If you have problems, the governmental agencies can assist you. The checklist questions apply to all parts of your proposal, even if you plan to do them over • period of time or on different parcels of land. Attach any additional information that will describe your proposal or its environmental effects. The agency to which you solicit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse Impact. Use of checklist for nonproject proposale: Complete this checklist for nonproject proposals, even though questions may be answered 'does not apply'. IN ADDITION, complete the SUPPLCMENTAL SHUT Vol JONPIOJECT ACTIONS(Part D). For nonproject action., the references In the checklist to the words 'project,' 'applicant,' and 'property or mite' should be read as 'proposal,' 'proposer,' and 'affected geographic area,' respectively. Towner's Addition Vince Seipp Spokane County Planning Department 6 Months File No.I'.`— ISC4 -25 7. a. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal' ]f yes, explain. b. Do you own or have options on land nearby or adjacent to this proposal? If yea, explain. No 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. None (WAG 19) Section 11.10.210(1) •. IACRG5OOND (coatl,ued ) 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? II yes, explain. Nn 10. List any government approvals or permits that will be needed for your proposal, if known. Spokane County Planning Department Spokane County Engineer's C. - • • . , i • - < • Gin �j P ail "'dell 14#014}51.• 14#014}51.• —/" � � % (/�t l / e 5. /j /n /i tag - tscni,/�suit - nv 44444 fr a ies«Lt v/I. hen, i int 11. Live brief, complete description of your proposal, including the proposed uses and the sise of the project and site. There are v ral questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this Pete. This property of 4_9 Arres has a single family home with pasture in which the owner wants to develop into 14 lots for Duplexs for Single Family attached structures. /4/44 {� du/h &j a•9 / Va "MA di: SOW rvl/ tiW'GK /n f% -' ofral C,i7 "ix /r 12. Location of the proposal. Give sufficient information to • person to understand the precise location of your proposed project, including street address. if any, and section, township and range, if known. If • proposal would occur over • ange of area, provide the range or boundaries of the site (s). Provide • legal description, site plan, vicinity sap, and topographic maps if so nably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit application related to this checklist. Thc projert is lnrated at R 14474 Eighth Avenue (8TH and Calvin) 660 feet West of Adams Road between 8TH and 10TH Avenues in the SW 1/4 of Section 23, T.25 N, R.44 E.W.M. 13. Does the proposed action lie within the Aquifer Sensitive Area (ASA)? The General Sewer Service Ares? The Priority Sewer Service Area? The City of Spokane? (See: Spokane County's ASA Overlay Zone Atlas for boundaries). 'SA St PCSA TO SE COMPLETED ST APPLICANT B. ENVIRONMENTAL ELEMENTS 1. FARTS a. General description of the site (circle one other: b. What is the steepest elope on the site (approximate percent slope)? Varrison Gravel No noun ENY11010MJiTAL ORDINANCE rolling, hilly, steep slopes, mountainous, 1% c. What general types of soils are found on the site (for example, clay, sand, , peat, suck)1 If you know the classification of agricultural soils, specify them and note any prise (Breland. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. Evaluation For Agency Use Only y ' 17 /4100064WC (VAC 197-11 -960) Section 11.10.230(1) B. ENVIRONIQNTAL EIIHENTS(continued) AIR WATER No SPOKANE ENVIRONKENTAL ORDINANQ Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. Shaping Lots & Grading Road. No outside fill to be brought in. Could erosion occur as • result of clearing, construction, or se? If so, generally describe. !+1•n /Iffe� #Qaji•'n c /e,417.LQ Ate A /l ip 9Gtblf .'S, ti, /wit/ 47 . 'r4/' Cr About whet percent of the site will be tion (for example, asphalt or buildings)? Agin ,ol with impervious surfaces after project constYUC- • h. Proposed smaaures to reduce or control erosion, or other impacts to the earth, If any: . a - • . 1 - • • . • and 208 ponding What type of emissions to the air would result from the proposal (i.e., dust, automobile, odors industrial, wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantitee if known. There could be dust during construction. After project is completed Automobile exhaust would e dill to u K e L L V Are there any off -site sources of emissions or odor that may affect your proposal? If so, generally describe. Cracs burning of ficlde to the N d E in the fall may rause ,i f -flw days of rlisrnmfort to fntnro residents in the area. c. Proposed measures to reduce or control emissions or other impacts to air, if any: None proposed c/ fl „...th A6Q fei-K-ce7 Age/ Surface: (I) Is there any surface water body o n or In the immediate vicinity of the site including year- round and seasonal mesas, saltwates, lakes, ponds, wetlands)? If yea, describe type and provide taus. If appropriate, state Mat strum or river It flows Into. Lhe Spokane river is z miles to r.ne Nortn s f iberty inks is S nilr� to the Cas O✓u /in./ siii � • l • a.4 tee. • ••. . . re e. •••• • , I. .... e.••••••• .. h.'.r a w,e.. e..u.0 • H•••••• Evaluation Pot Agency Use Only 4 (WAG 197 -11 -960) Section 11.10.230(1) a. ENVIROIOLLNTAL I1DfIITS (continued) SPOKANI INVIROPOCNTAL OIDINANCI 4 (3) Estimate the amount of fill and dredge material that would be placed In or removed (roe the surface water or wetlands end Indicate the area of the site that would be affected. Indicate the source of fill materiel. -o- (4) Will the proposal require surface water withdrawals or diversions? Give general descrip- tion, purpoae, and approximate quantities if known. No (5) Does the proposal Ile within a 100 -year flood plain? If so, note location on the site plan. No (6) Does the proposal involve any discharge, of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No GROUND: (1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. Th4 additional hrnlsps water to be withdrawn Vera Water and Power. i icen .r 1 / (I ins sy, ' ill (2) Describe waste material that will be diecr/rged into the ground from septic tanks or 64 he sanitary waste treatment facility. Describe the general site of the system, the number of houses to be served (if applicable) or the number of persons the system(s) are expected to serve. Effluent from septic tanks. Septic tanks & drainfields for each Duplex as required by yes' ,4 e. / 16/e/1 (4t,4 . n will require dnmesti,r from the aquifer by Quantities will be 4 persons r ct 1/2 Duple . A.ght 1y (3) Describe any systems, other than those designed for the die al of sanitary waste, installed for the purpose of discharging fluids below the ground surface (includes syate such as those for the disposal of atom water or drainage from floor drains). Describe the type of system, the amount of material to be disposed of through the system and the types of materials likely to be disposed of (including materials which may enter the system inadvertently through spills or •• • result of fire fighting •cti•ities)• Drywells will be used to dispose of stormwater as per Spokane County Drainage Standards. Must spills wuul(1 nut. etltei tilywells as llley ale rafted from 0.5 to 1.0 feet above the ground. (4) Will any chemicals (especially organic solvents or petroleum fuels) be stored in above ground or underground storage tanks? If so, what types and quantities of materials will be etoredl Could have gas stored in cans tor home use, or use V1VeIILS. NV u ye yua t. Evaluation For Agency Use Only (VAC 197-11 -960) Section 11.10.230(1) 3. ENVIRONMENTAL ELEMENTS (continued) SPOKANE ENVIRONMENTAL ORDINANCE g � (5) Whit protective measures will be taken to Insure that leaks or spills of any chemicals stored or used on alt. will not be allowed to percolate to ground water (this Includes ensures to keep chemicals out of disposal systems described in 3b(2) and 3b(3)? ✓e ms z n61n, /4 O Y ^ �L n .t water): Runoff (including ) : (1) Describe the source of runoff (including storm water) and method of collection end disposal if any (Include quantities, If known). Where will this water flow? Will this water flow into other waters? If so, describe. Water runoff would come from storms or tirertgbting • age ound & the 208 study indicates it will flow into aquifer. (2) Will any chemicals be stored, handled or used on the site in • location where • spill or leak will drain to surface or ground water or to • storm water disposal system discharging to surface or ground water? No bee 3e (3) (3) Could ste materials enter ground or sur race waters? If • a , generally describe. No other r er than spills around thehouse. tie/ 01 %,0€13etide 6Hfr,4 .� _ “e/z/ Aette, z.c l Un / 4 > a r ia/ -e re..0140 d. Proposed measures to reduce or u control surface, ground, and r noll water impacts, if any (if the proposed action lies within the Aquifer Sensitive Area be especially clear on explanations relating to facilities concerning Sections 3b(4). 3b(5), and 3c(2) of this checklist). • . • • 4, PLANTS a. Check cr circle type of vegetation found on the s deciduous tree: alder, maple, aspen, other. evergreen tree: fIr, cedar, pine, other. shrubs. X €rass X pnatu re crop or grain. wet soil plants, cattail, but tercu„ bullruel.. slunk cahhage, other. water plants: water filly, eeigrass, eilfoil, ether. _ other types o. vegetation. What kind and amount of vegetation will Or removed or filtered? NINE c. List threatened or endangered species know,. to ha sits • d. Proposed landscaping, IMP of native plants, or other measures to preserve or enhance vegetation on ti, site, 11 - Landscaping will be up to individual builder or property owner. / nd "7 ,t // lei=�o ;, u -(— /� , - r' Evaluation For Agency Use Only i ' (WAC 197- 11-960) Section 11.10.230(1) S. ENVIRONMENTAL ELOENTS (continued) birds hawk, heron, eagle, songbirds, other: mammals: deer, bear, elk, beaver, other: fight bass, salmon, trout, herring, shellfish, other: other: None c. la the site part of • migration route? If so, explain. No d. Proposed measures to preserve or enhance wildlife, if any: None SPOKANE ENVIRONMENTAL ORDINANCE Cate, Doge ANIMALS •. Circle any birds and (Imitate which have been observed on or near the site or are known to be on or neer the site: xobins, Sparrows List any threatened or endangered species known to be on or near the site. 4J?%N CG< -LQ� ENERGY AND NATURAL RESOURCES e. That kinds of energy (electric, natural gas, wood stove, solar) will be used to meet the the completed project's energy needs? Describe whether it will be used for heating, manufac- turing, etc. E1 Ct.LLIE. ndLL e ya5, wuuL7 stuve iw seals All c o u ld bo s=od to moot energy needs. Individual owners preference. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No by / ,r47 Whet kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy Impacts, any: / None a /Ace G</ ‘4 1, f , ' /11 /J OK 1 � i.�f,/%ia (q 6 ENVI RONMENIAI. HEALTH a. Arc there any environmental health herards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. Only those present in normal housing rleuelnpments (1) Describe special emergent, services that // might be required. t // a turd None Evaluation For Agency Use Only - 7 tWAC 197 -4e4) Sortie* 11.20.2)0(1) I. ENV IIONENTAL t1yd•11 (rat l sue) 8. LAND AND SHORELINE USE What is the current use of the site and adjacent properties? Has the site been used for agriculture? If a , describe. Pasture Will any structures be demolished? If so, which? e. What is the curve t toning classification of the site? • a_ar A I f. What is the cu nt comprehensive plan designation of the site? N/A SKEANE ENVIRONMENTAL OIDINANCI ENVIiONAENTAL MULTI (2) Propose raswns to reduce or control environmental health hazards, if any: None Noise: (1) Mat types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other? Normal residential noise / ,/r/ / 44/M P 4iw r 4// MAX,' (2) What types and levels of noise would be created by or associated with the project on • short-tars or • long-ten basis (for example: traffic, construction, operation, other? Indicate what hours noise would car fro, the site. Noise from building homes and grading roads during normal work hours. After construction normal residential lot nolse_7.c / f ) (l) Proposed measure to reduce or control noise impacts, if any: 14 Single family residence with a pasture. Describe any structures on the site. Houses and barns (J J / � � ( ) Air 4 N 6 &-,ct4I,tis q Probably all buildings, depends on owner U L 0011 g. If applicable, whet it the current shoreline muter program designation of the site? Has any part of the site been classified as an - environmentally sensitive' area? If e specify. NO 1. Appp llrnly how many people would reside or work in the caplets project? Evaluation For Agency Use Only sae it" (WAC 197-11-960) Section 11.10.230(1) I. OfVi&ANUNTA1. neaaNTS (continued) 1. Approximately how many people would the completed project displace/ ,�// 0 / (1 / ry � .001 Cana ,J��✓ Proposed assures to .void or reduce displacement Impacts, If any+ /AA �� //e e/� ,'�r.�lr � �-( //L c `e'F / /H mono /fit el /uri ^ ed a th 1. Proposed measures to ensure the proposal is compatible with existing end projected land uses end plans, Haw Meet conditions of planning and zoning depts. ,fnpa5ed d"76' ili.r /&$b/e wig thfhlel Sefere (,pia/ 4 0. .1- ftea."6e-•c T 6 .t #Y./ /" /.t.- ,/ /i / / -etle5 [ ,Ll,Y r f'[9,1" re ,9n.i." LN/ 7 G A rte( or Rya t /a f ec 9. HOUSING Q / rli a. Approxiaately bow y unit Id be provided, If may? Indicate whether high, middle, or low-income housing. Non None lb, Middle c. Proposed measures to reduce or control aesthetic impacts, if any: Nnne Normal residential lighting. Dusk to 11 PM, 5 AM to dawn. $POtANE ENVIRON ENTAI ORDINANCE d. Proposed measures to reduce or control light and glare Impacts, 11 any: 10. AESTHETICS a. What Is the tallest height of any proposed structure (.), not Including antennas; what is the principal exterior building materials) proposed? 24 e y l/ n ., 9 v a li✓m,ZJ �,� . t eed b. Whet views In the Immediate vicinity would be altered or obstructed? None 11. LIGHT AND GLARE a. What type of light or glare will the proposal produce? What time of da wo Id it mainly occur? b. Could light or glare from the finished project be a safety petard or interfere with views? No c. What existing off -site sources of light or glare may effect your proposal? None Evaluation For • Agency Use Only len o ,vt f %u1 Ca/Cyan/ Approximately how many units, if any, would be eliminated? Indicate whether high, middle,or low -incase housing. None � .2 ) ,e p6,v / /at, /.fdy!/ pt cvd N0 /. - /t6c ,4a c. Proposed measures to reduce or control housing Impact., If Y: 47 /5 71 /I y /4 l7.1/d7/� (WAG 191 - 11-960) Section 11.10.1)0(1) I. ENV IRONNENTAL ELmcnrrg (continued) 12. RECREATION a. What designated and informal recreational opportunities are in the immediately vicinity? a#n 1ilcdvl e /r�}f" Orin b. Would the proposed project displace any *slating recreational uses? If •o, describe. NO possibly children playln9 in the field. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, If any: None ?FORME ENV lIOeOaNTAL ORDINANCE 13. HISTORIC AND CULTURAL PRESERVATION a. Are there any places or objects listed on, or proposed for national, state, or local preserva- tion registers known to be on or neat to the site? If so, generally describe. No b. Generally describe any landmarks or evidence of historic archaeological, scientific or cultural isportance known to be on or next to the site. None c. Proposed measures to reduce or control impacts, if an None 14. TRANSPORTAIION a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. road coming oi4 8TH Ave. cnn,r 4. (C)pot 72A4 Is site currently served by public transit? If not, Nut is the approximate distance to the nearest transit stop? A new public road ott am Ave. NO bbU How many parking spaces would the completed project have? How many would the project eliminate? Normal residential parking / / 4 0 cprr{iq,9 - , d. Will the proposal require any new roads or struts, or improvements to existing roads or streets not including driveways? If son generally describe (Indicate whether public or private). 9 e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. No C Evaluation For Agency Use Only /v (WAG 197 -11 -960) Section 11.10.230(1) e. ENVIROIORNTA. ELEMENTS (continued) 16. UTILITIES G. SIGNATURE Date: Proponent: Phone. SPOKANE ENVIKONNENTAL ORDINANCE How many vehicular trips per day would be generated by the completed project? If known, indicate when peak would occur. 8 / residence or 224 /.-q also. Q 41 e g. Proposed measures to reduce or control transportation impacts, If any: None 15. PUBLIC SERVICES a. Would the protect result in an inc need for public services (for example: Fire protection. police protection, health care, schools, other)? If so, generally describe. No. Small enough development that existing Services coins nanole it or None r rently eva11ab1 at e . ephone, unitary sewer septic agate , Telephone Refuse Person completing farm: Michael C Phillips Phone: 926-1322 increased tax Y e /O4-614A /negea,eciernaneC boar t.uuld all ow Col Lilill y a])y�AVnal a y: hcl �//� d� .r>« cef //C 5-e#- ve «s.1�v ep / � Proposed measures to reduce or control direct Impacts on public services, if n ��g�� .I •ofrea'c�/llel e ms( -f+h 7i e A e/% sf w are b. Describe the utilities that are proposed for the project, the utility providing the service and the general construction activities on the site or In the Immediate vicinity which might be needed. rower & water cy veta water ana rower may ti1WP by PNWS by Valley Garbage !° I, the undersigned, swear under the penalty of perjury that the above responses are made truthfully and to the best of my knowledge. I also understand that, s there be any willful misrepresentation o r willful lack of full disclosure on my part, the agency may withdraw any determination of n significance that it might issue In reliance upon this checklist. A C/R6 — Propone Y L. Xi D Co p � f / ie Prf rat or e !/ e!I �� °, � s a 7/ 7 P/des 2 D Date: 4/24/85 Evaluation For Agency Use Only FOR STAFF USE 0h12 Staff Member(s) Reviewing' Checkl let Eased t his staff review of the nv ronmental checklist and other pertinent information, the staff: A. V / Concludes that thew e no probable significant adverse impacts and recommends a determination of nonslgntfi once. R. Concludes that probable significant adverse environmental Imparts do exist for the r mination of nonslgnllt cance with conditions. uppers[ proposal and recommends • Mitigated deter - C. Concludes that there are probable significant adverse environmental Impacts and recommends • determination of significance. FILING FEE - 975.00 • EXHIBIT B PRELIMINARY PLAT APPLICATION FORM ALL SIGNATURE BLOCKS (CN PAGES 2 AND 3) MUST BE FILLED IN, IF APPROPRIATE, BEFORE RETURNING TO THE PLAT ADMINISTRATOR. Part I - To be completed by applicant and surveyor AREA AND DISTANCE **********S S****************** s*** s********** s* **s * **$$ * **s *s * * * * * * * * * * ** *** *. Total amount , of land in this Subdivision: �.9 Acres Total Number of Lots \4. Proposed density of the Plat: 2. Co Lots /Gross Acre Total amount of adjoining land controlled by this owner or sponsor: -d- Acre: Proposes Use of controlled adjoining land: N / A What is the driving distance in miles to the nearest fire station? iv2. Shopping facilities? ' /�. Municipal Boundary: highway •- O - ? LAND USE *********** ssss** ssss *ssss * *s** ** *:*ssss * *sssss**ss *ssss ** *ssss * *ss * * * * ** **ssss * ** *s * ** Comprehensive Plan Category: Indicate the proposed land use of the plat: Single Family Dwellings ( ). Duplexes ( Indicate lots for duplexes: ALL (A loll?, DIVLSr01J ow DoPc.a, Multi- family dwelling units ( ). Indicate which lots: Mobile Homes ( ). Other ( ). Describe other uses: Describe any non - residential use proposed in the Plat: sale 1.I.E What is the present use of the property proposed to be platted? 24AWEIS, V Q,1-44.--Y9 List type of uses: Cultivated land: acres. Pasture: S acres. Timber: acres. Vacant: 41,41-4 acres. Other: Acres What is the time period expected for complete development of the Plat: G A/0). Street improvements completed? C. 41. . Substantial number of lots occupi.ec? Paved street or Is keeping of animals desired? No ()L). Yes ( ). Type: i. Proposed Zoning: ,Q4 SufScirdaa.3 F y fti L 1 4 , IM PROVEMENTS **i * * ** * ** ** * ** *s* * **s ***** * * * * * * * * ** * ** ******* *** * * * ** * **** Do .you plan to file the Plat in its entirety as proposed, or will it be a multi -phase deve- lopment? 6-N /eery To what level of improvement will streets e constructed? Gravel ( ) - Minimum. Curb and Gravel ( ). Curb and Paved ( ). Paved only ( ). Describe any combinations of above: rate Is dedication of any land for public use contempleted? (Parks, schools, etc.) No. 0 Yes ( ). Describe: Indicate the size of units proposed to be constructed: /goo PEa- L)0/9,1 Square feet Number of bedrooms • 41 , Estimated Sale Price 9s Co 0 Will buildings be built on the lots before they are sold: No .( ). Yes (5<). Will any special deed restrictions be included in the sale of lots? No ( If "yes ", explain: Indicate the proposed method of sewage disposal: Septic tank ( Lagoon ( ). Treatment plant ( ). Other, or combinations (Describe) Yes ( ->', UTILITIES*** s********************** s** s* s* s********************* * * **** * **** * * ** ******* * ***** *** Indicate the proposed source of water supply: Individual wells ( ). Public system (54:). Private community system ( ). Indicate method of extending service to the lots (Dwellings): Underground utility easements (C). Overhead utility easements( ). Utilities in streets ( ). No easements ( ). Indicate the distance from this proposal to the nearest existing water main: J feet Indicate size of nearest main: .(.0 inches. -OVER- UTILITTFS - (Continued) List utility companies or districts expected to provide service to this Plat: Electricity: UL .Gas: W(y>P Water: \MiQ& Phone: ?M ACKNOWLEDGMENTS PROPOSED PLAT NAME: I, the undersigned, been prepared by me County P1_.•' St O SURVEYOR', ritABIO I, the undersigned,'swear under the penalty of perjury that the above responses are made truthfully and to the best of my knowledge. I further swear that I AM THE OWNER OF RECORD of the site proposed as the preliminary plat, or, if not the owner, attached here- with is written permission from said'owner authorizing my actions on his or her behalf. I also understand, should there be any willful misrepresentation,or willful lack or full, disclosure on my part, Spokane County may withdraw any declaration of non significance that it might issue in reliance upon this checklist. (Signed) 7 - 5, 7/7 &Len ge NOTARY SEAL: A. B. C. D. E. PRELIMINARY FLAT APPLICATION FORM (Continued) ToWNE2S ADDIrloM have completed the information requested, and the Preliminary Plat has under my supervision in accordance with the of the Spokane tment and the laws o the Star of W ngtin. (Signed) (Address) (Address) EXHIBIT A (domestic) (fire) (ia4.ertal) (cmassimatal Satisfactory arrangement (i (have not) Signature (only when items A, B & C are Private (wells) (water system) is \)FQ— i /S purveyors name N q�o��9� , 4AtC a Phone: CCQQ�� ?n6e-Al3Cr rue <14. Zip: l' Phone: Zip: -�n ' j7 NOTARY Cam^ - f' �CJ.<irr4i sa.) Date: 41z4-18s1. Part II - to be completed by water purveyor -- See PART VI This subdivision (is) (tit) situated within our service area. We are (able) (nvt lie) and willing to supply this subdivision with ) uses. been made to serve this proposal. d completed) as an interim water source. ,■Etn �IaZI�s date signature •and title Date: ' Date: Page 2 PEtc. 23,1985 ¶2Co - /522 99 /2 928 — z f L adequate water for Part III -to be completed by Health District A. Health District staff has completed a field investigation of site. B. Health District requirements for preliminary plats -hav (have not been satisfied. C. Signature I7 �7��'� ENS signature and title A; B.+ A. B. * * * * * * * * * * * * * * * * * * * * Part IV - To be completed by County Engineers Office County Engineers Office requirements for preliminary plats have (have not) been satisfied subject to submission and approval of drainage calculations and drainage plan. Signature * : * E X H I B I T A PRELIMINARY PLAT APPLICATION FORM (Continued) .f lb/ / A ...a y, mss' Sig 4 ure and Title Date * * * * * * * * * * *' * * * * * * * * * * * * * * * * * * * * * * * * * * a Part V - To be completed by County Utilities Dept. County Utilities Department requirements for preliminary plat have (have Ao been satisfied. Signature Date Submitted: Signature and * * * * * * * * * * * * * * * * * * Part VI - To be completed by County Building & Safety Date Accepted: Plat File No: PE 3S Plat Name: TOw^/Px'..) , 'PD / Ra /U Number of Lots: /I/ Location: Sec.73 T 2r R yy School District: (y jc/ 14'//e// S6 Fire District: Water District: pga, kri J/Pn L S� #�� Comp. Plan Category: .(/.4.4 PSSA bdry: / Q CJ r,f / , , . PS .5fj- PUBLIC HEARING DATE: Page 3 * * * * * * * * * * * * * * * Date * * * * * * * * * * * * * * * * * * A. Fire Flow of 7 oe gallons per minute required for proposal. 9 ei » . - 0-?5 itGre date ` THIS PART TO BE COMPLETED BY SPOKANE COUNTY PLANN DEPARTMENT Planning Department Information Preliminary Plat Fee: Checklist Fee: Zone Change File No: 75-56 -,96 Existing Zoning: 4,- /re,t /A,e 9 Date Established: /74 Advertised Zone Change: Checked by: * A. Project Name: to PROPOSAL Number of Parcels: Section a3 T. DEVELOPER or AGENT OWNER ENGINEER Preliminary a) Conditions b) c) d) e) f) g) S P O K A N E C O U N T Y E N G I N E E R -- -PRE L I M I N A R Y CON S U L T A T I O N-- Name: D. SPECIFIC CONDITIONS: V;hcc JP/", Address: 5 '7A p %rt?-S Phone: Business 9.2 Home Name: Address: Phone: Business — no I.-VA/Fie. Name: ,S //yl PSOAI SA/ Address: N qo 4 4 4 l /v /�j(f Phone: Business e$.6- j � , � a Home B. PRELIMINARY CONSULTATION: Date: I /CPI / /5 By: 4"Et_- )nl Right -of -Way Curb Sidewalk Pave Approaches Drainage State /City Re iew V P �.5 Fee Paid: Yes No Amount $ Planning Application Signed: Date Y / ) Q / ® g- By:_ Yes ( ) Home No ( Number_7t97,,Afr 7 40 NOTE: This proposal must comply with Spokane County Regulations for Roads, Ap- proach and Drainage in New Construction; Board of County Commissioners Resolution No. 80 -1592 as amended. Conditions are preliminary and may change after field in- spection and review of County records. C. INSPECTION Date: / / By: Remarks: aj Check &1 + E. FINAL PLAT CHECKS Fee Paid: Date Amount Check Cash Mathematical & Surveying Checks: No. 1 Date By No. 2 Date By No. 3 Date By Additional mathematical and Surveying Checks: No. 4 Date By Fee Amt. &Dt.Pd. No. 5 Date By Fee Amt. &Dt.Pd. No. 6 Date By Fee Amt. &Dt.Pd. No. 7 Date By Fee Amt. &Dt.Pd.__ 1. /81 4 .4 EXHIBIT r PRELIMINARY PLAT APPLICATION FORM ,-, •,* t iiii ii ?SIONATURE BLOCKS (a'4 PAGES 2 AND 3) MUST BE FILLED IN, IF APPROPRIATE, .BEFORE • - t7 `; • „ • I. • Part I' be c ample fed by applicant and surveyor • • V • 1 ?RE-AND DisTANdE*4 sli;*;;*; • • ;to: s • 4, • ro Winri 4 ,, .. „.• - I.:. I c '' -;?:: A-ia± 4:4 .;:lx T ..f OtaLsIt2210Unt,.. 9 143.1:1d 7 Il ; 8 . „ 1.1 ., 11 3. . Acres ; . Total 6 1 Lot &-- :., i al t ,*. V ,....s,. i, 3 t h si;aii,.. i0 .4.'5 ' '. •PF -tv.!'s! rc,,, ....• - ' , ., • ,.: . . . , 2 , ...!" Pt6tidaed t density 61 :theiPlaf:. 1:;;'-1 '' Z. 8 cp - . . ,..., .,, - . . ;.‘:. 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A.' 41 : , ... ; . 4 .. t tit," ..1 -; j' 4 ":f tql (I 5 : :,1: ' .'' ...::" ffi e;a1 11 Wilatis... Period7texpebied4:fai.i..6:541 O'f ;iiiiiii" , '‘C661Pie . ;I' SU8atant bee:611ra s',.; ocCUP:i.edfl ,.. 74 • .• ,.., -, : .,,...; ••,. -_ • .......-., .t....., dil•:.*-2*-....?.., ic"-!..• • 4a--0- i , ... 0,,X:, . "70 ‘• . , t.'•+•`y 1.' ';:r $5 of any 'land for 4Uhlic•Z,1.3se' doirteMpratds1;z‘(Pirks;tsclioolsr etc . --4 '••• ", Yes' ( ) t-. ' Describe - : -5 ”-t?- , :t . :- •-• ' - ;Le • 1 4 - . :-.; • -- y : r , .- ::-..--•:, t - ',:".. ,- - -inti;•,..6.1 , ,,r - - ,a-, trce- • ; •-• ' • , , .... h ■ lTIleil ci .thl: t etze:of unit's . proposed • to he ,condtructed:f. /gat? : b 41 , z...et?si-fifer.e. feet :. alidilber:::9T- • - • ' 7 --...''' I -. -- • • •-•;-•-Estiincited Sale Pi•ica'•;* 93 :- - ' c"--ii - t' ' ;5.4 -...11-4% c . -41Y4 00 0 . 'fr.„ :....tic . ".• ;W 11 buildings be - built on the' lots before they are sold NoW .:*). . Yes "( ) i d. .....‘‘,.- ...,t`..4 .•:-.. •*,... . .. . ./.;, .,• • ,:. ...,,!“. • , . •, er ..,, “ ,•••:,?-, • :. ., , •.,.. - 1 ( 4 4iill"la_ny special . deed restrictions be.inclucled'J.nythe-isale of; lots? No • 'iea , - .• t ,, 5,4•• - , • # . '.1.:4,-. '. :.:.". La f " ye s , eiii.)16.1:n.: :::; V i e : - „,,.:7: '''••.:'! 1 •„, : ' , . .•-• • • . ..1.. •••• 'TIES ** ***** *** *** *** * .14 b;*** * * • ***** * * *,*.* * *** 44* •11 * * *** * ** aiP -... '• , •.. . .- ' . . ' . 4' ' : ''''',... - • ;' '" : ”1 : E .... „ -Indicate the proposed method of sewage di sposal : Septic tank ( • ) : P Lagoon ( , : ). .......- ,•,, •:,,,,, r .2 ATreatment plant ( ). Other, or combinations (Describe) . • a • . t : ••4 .:. . , .- .k. Jndicate the proposed source of water supply : . Individual wells ( ) „ Public system () AY C . •,, 1;.Private community system ( ). • :PI c /indicate method of extending service to the lots (Dwellings): , 'Alinderground utility easements NCI. Overhead utility easements ( ). P. b iIItilities in streets ( ) . No easements-( ). , • ui4 1,4,Indicate the distance from this proposal to the nearest existing water main feet -.Indicate size of nearest main: (4) inches. 'LI 4 • . . :OVER- tt, ‘°y• (74 signature and title " been satisfiedC.y 4P4 ,; ,g , 47; ;fri?tjt• 7 1°•••-•-"4: . • i •• • , ;•1$ • • . • • • ::•t; • " • •.!,'':19 *' ° *• "* , *i. * *" * Part IV To be completed by Ellsineers'0fiftee C ounty ,Enginee Office.requiremehts ,for prel.i;minary „pla "t`s n o,t) }been satisfied sublec.t to submission and approval of3 c alcula . »o ns and drainage plan PRELIMINARY PLAT APPLI.CATIONFORM (Continued;) * * * * *. * e completedi -by County,8u per minute r proposal A 1 1 P1 anninq`(D'epa:rtme.nt Information, • . o k THIS PART TO BE:.COMPLETE,D BY SP OKANE COUNTY.PLANNINT'DEPARTMENT n y Date Submitted: . Date Accepted: Checklist Fee: Plat File No: - Zone Change File 'Plat Name: __ Existing` Zoning: Number of Lots: Date' Establ i shed : Location: Sec. Advertised Zone Change: Schopl Di strict: Checked by: Fire District: Water District: ".Msi Comp. Plan Category: PSSA bdry: PUBLIC HEARING DATE: f=. vcW' S[P4KL J • 14150 Ammo. 1- TR 14p Cr VCQA Ib 1Y ,b 40 P'- ° •iI� ° R 40 Ib 14.0 w — T K 24 25 125 L /b 2 i 1 L __1 Ib MS 1 1 Y� I I 4— Ib 14 140 •40 I -J 2[ 3 4 Y 14ELSTROtt5 SOB NO3 1 .J TOWNER'S ADDITION [IUMITT .y.O PPELIMINL\RY PLC( SI TE DATA REMARK:'. MIHBLQ Or LOTS 1 S INVIDED DURL _ TYPICAL LOT SIZE 1 FI _ _ TYPICAL LOT FPONTAIIE, 9O CI TO TAL AL2ES or PLAT d.9 Av. Watt WI In[ ClJPEnCE E ,yMPSON ENC,IN1025 ;NC- 14 909 ARGONNE ROAD SPOKANE WASIIb1GTQN 99212. 92c.. - 1322 .• T. so: ) -r. ::,rte i., /OIGE REFERENCE ATE GROSS AMOUNT DISCOUNT PREVIOUS BALANCE BALANCE REMARKS I 2 7:x.) 0 27 0.0 0 PLAT FEES 8TH & CALVIN TOWNERS ADD IT ION PAY )TO :ENE ORDER ,OF, F 1 02 EASE DETACH BEFORE DEPOSITING CHECK BK808 I( -DRNA _-1 AMT. Of ACCOUNT AMT, PAID BALANCE DUE CASH CHECK MONEY ORDER ACCOUNT -HOW PAID- WOLFLAND CO. SPOKANE COU - 4TY ENGINEERS RESIDENTIAL DEVELOPER - GENERAL CONTRACTOR 5.717 PINES RD. SPOKANE, WASHINGTON 89208 928-2592 J ti RECEIPT Date-7!-L_= .-915 333 4 Received From \n OL., 1'1 -4Aj n: Address . \-; 7/ `7 pi `!LE' • WOLFLAND CO. DATE t For T IhT o rSa c*__ BY BY Dollars $ a70 °2-- e. 511111 _... e, t _.. CC S rmss'- - S i:er >- 'a .._• -•' -- 28 -5 VOID IF NOT CASHED WITHIN SIXTY DAYS • 1251 CHECK NO. AMOUNT 1.553 `+ 270.00•a :, SINESS ACCOUNT "F IR ST NATIONAL BANK 'L • IN SPOKANE SPOKANEW ASH INGTON Ii 111 7 Ilia 11 THIS CHECK 15 TENDERED IN FULL PAYMENT OF INVOICES LISTED ABOVE DEDICATION KNOW ALL MEN, BY THESE PRESENTS that Rhoda E. Towner, a widow, has caused to be platted into lots, blocks and street the land shown hereon as TOWNERS ADDITION and described as follows: The East half of Tract 147 of VERA, as per plat thereof recorded in Volume "0" of Plats, page 30; Situate in the County of Spokane, State of. Washington. STATE OF WASHINGTON)SS COUNTY OF SPOKANE ) STATE OF WAS-1INGTON)SS COUNTY OF SPOKANE ) Rhoda E. Towner No detached single- family dwellings or manufactured homes are allowed on the "divided duplex" lots.. All lots with any lot line designated Center Duplex Lot Line shall be restricted to one common wall dwelling unit (1/2 Duplex); provided the duplex common wall is aligned over or with the Center Duplex Lot Line; and provided that each duplex unit (haif) is totally on its side of said center lot line when said lot line is extended vertically,beyond the roofline. Use of private wells and water systems is prohibited. The public water system, pursuant to the WATER PLAN approved by County and State Healtri authorities, the local fire district, County Building & Safety Department, and water purveyor, will be installed within this plat, and the subdivider /sponsor will provide for il5ividual domestic water service as well as fire protection to each lot prior to sale of each lot and prior to issuance of.a building permit for each lot. Subject to. specific application approval and issuance of permits by the Health Officer, the use of (an) on -site sewage systems) may be authorized. Individual driveway access permits shall be required prior to issuance of a building permit for driveway approaches to the County Road system. Each new. dwelling unit shall be double plumbed for connection to future area -wide collection systems. The Owner(s) or Successor(s) in interest agree to authorize the County to plac their name(s) on a petition for the formation of a ULID by petition method pursuant to RCW 36.94 which the petition includes the Owner(s) property and further not to object by the signing of a protest petition against the formation of a ULID by resolution method pursuant to RC's Chapter 36.94 which includes the Owner(s) property. PROVIDED, this condition shall not prohibit the Owner(s) or Successor(s) from objection to any assessment(s) on the.property as a result of the improvements called for in conjunction with the formation of a ULID by either petition or resolution method under RCW Chapter 36.94. Drainage easements, as platted and shown on Lots 1, 6 and 7 Block 1 and Lots 1, 6, and 7 of Block 2, for the purpose 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 adjacent to the public rights -of -way. The property owner shall maintain the drainage swale with a permanent live cover of lawn 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 grade of adjacent' streets. 5 X 10 foot easements are hereby provided on the lots as shown and shall be used for utility purposes. Tne owners, their heirs, grantees and assigns, agree to join in the formation of a County Road Improvement District oursuant to RCW 36.88 at such time as Road Improvement District is created or any Road Improvement Project is sanct: zed by Spokane County. The improvements required (curb, sidewalk, drain._,e control and paving) will _.ie at the sole expense of the owner, their heirs, grantees and assigns. Applies to improvements.specified for 10th .Ave. The platter does hereby dedicate .forever the streets shown hereon for road purposes. IN ;WITNESS WHEREOF, I have hereunto set my hand and affixed my seal this day of ,1965. On this day of , 1985, before me personally appeared Rhoda E. Towner, a widow, who executed the within and foregoing instrument and acknowledged the same to be her free and voluntary act and deed for the uses and purposes herein mentioned. ACKNOWLEDGEMENT publ is On this day of , 1985, before me personally appeared Rhoda E. Towner, a widow, who executed the within and foregoing instrument and .acknowledged the same to be her free and voluntary act and deed for the uses and purposes herein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and affixed :my official seal the day and year first above written. Notary Puhlic in and for the State of Washington Residing at , Washington SURVEYOR'S CERTIFICATE This map correctly represents a survey made by me or under my direction in conformance with the requirements of the Spokane County Subdivision Ordinance. Charles E. Simpson Professional Engineer and Land Surveyor 0 ® = 90 °04'52" R = 20.00 T = 20.03 L = 31.44 ® 0 - . - = Tne bearing of EAST (assumed) along the centerline of Eighth Avenue was used as the basis of bearing for this olat. I hereby certify that the required taxes on the herein platted land have been paid this day of ,1985. Spokane County Treasurer Examined and approved this By Spokane County Assessor Examined and approved this Spokane County Engineer LOT AREAS LOT BLOCK AREA 1 1 6,978 2 1 5,651 3 1 6,301 4 1 6,302 5 1 6,302 6 1 6,303 7 1 6,304 8 1 6,304 9 1 6,281 10 1 6,281 11 1 6,282 12 1 6,282 13 1 5,664 14 • • 6,984 1 2 6,914 2 2 _ 5,600 3 2 6,300 4 2 6,300 5 2 6,300 6 2 6,300 7 2 6,300 8 2 6,300 9 2 6,300 10 2 6,300 11 2 6,300 12 2 6,300 13 2 5,600 14 2 7,553 BASIS OF BEARING CURVE n 6 = 89 °55'08" R = 20.00 T = 19.97 L = 31.39 Examined and approved this Spokane County Utilities Director Examined and approved this LEGEND SCALE : 1" = 50' MON. & CORNERS FOUND (AS NOTED) CORNERS SETT 1/2 " REBAR CAP 706 SUBDIVISION BOUNUARY CENTER DUPLEX LOT LINE COUNTY OFFICIALS By Deputy day of Deputy day of day of day of Spokane County Planning Department Director Examined and approved this Spokane County Health District Health Officer Examined and approved this Spokane County Commissioners Chairman DATA 6 = 92 °49 R = 20.00 T = 21.01 L = 32.40 day of day of SQ.FT. SQ.FT. SQ.FT. SQ.FT. SQ.FT. SQ.FT. SQ.FT. SQ.FT. SQ.FT. SQ.FT. SQ.FT. SQ.FT. SQ.FT. SQ.FT. SQ.FT. SQ.FT. SQ.FT. SQ.FT. SQ.FT. SQ.FT. S2. Fr. SQ.FT. SQ.FT. SQ.FT. SQ.FT. SQ.FT. SQ.FT. SQ.FT. 13" L = 87 °10'47" R = 20.00 T = 19.04 L = 30.43 ,1985 ,1985 ,1985 ,1985 ,1985 ,1985 FOUND BRASS MON W/ NAIL 1 1 VERA TERRACE FIRST ADDITION. 22 1 0 0 RP's set 1) cut X on NE flange bolt on fire hydrant S 54 °W 36.26' 2) cut X on NE cor. concrete corner post N 55 °E 37.48' 3) nail and tag *706 in tele. pole S 56 °E 33.48' Cn M ro cr ro w N O 0 z FOUND BRASS PLUG . PK -165628-- o N 89 °20'31" W UTILITY EASEMENT UTILITY EASEMENT -- 165.00 -- 14000 EAST 140.00 EAST ro 140.00 EAST 140.00 EAST 140.00 EAST DRAINAGE EASEMENT x 140.00 0 EAST o CO •t ,0 140.00 lo EAST 8 UTILITY EASEMENT . 140.00 EAST 0 ° in 140.00 EAST UTILITY EASEME 140.00 EAST Fund %z," Pipe .08 west .34 soth 0) a) q- (O ro 0 O 0 0 8 8 8 8 - - EAST 0 STREET N 8 TRACT 160 I OF VERA 66101/1210111111=00110110=0 01111=.1110=2.11100 Callt=202511WEI --EAST 166.26 - --I66.26- T DEDICAION A ' p = 89°5508° �1 R = 20.00 N T = 19.97 ® L = 31.39 14 87 DRAINAGE EASEMENT 25 141.28 ct WEST 121.29 N • UT LITY 141.2 WEST 141.31 N 89 °40'15 "W 141.33 1 H L_ _ 8TH EASEMENT 5 N 88°01' 38" W UTILITY EASEMENT 141.49 N 87 W 0 141.52 N 87°38 30 W UTILITY EASEMENT 141.56 N 87 °27'04" W 141.59 N 87 °15' 39 W UTILITY EASEMENT 141.61 N 87 °15 39 W 0 =°1249 R =20.00 T= 21.01 MAO n IC 0 tz I i0 r *ma i0 0 7 ° 15'39" W 120.61 STREET --I66.45-- A - 166.45 DEDICA - - S 89 °58 32 "W TH - -S 89 °57'05 W 25 TOWNER'S PK 25 UNP ATTED J AVENUE 2650.05 - PK 165.0 -- - 0 Fowl 5 /e Pin -- 662.51 -- I0 331.26 -- 140.00 " .EAST 8 UTILITY EASEMENT FINAL PLAT 140.00 EAST p = 87 R • 20.00 T = 19.04 L =30.43 N 87015'39"W 331.45 -- AVENUE 2653.20 -- - -6 1 25 \ A PLAT IN A PORTION OF THE SW I/4 OF SEC. 23, T 25N, R 44 E W.M. SPOKANE COUNTY, WASHINGTON DECEMBER 1985 SCALE I' =50 21.13 -I -- 1 Of J 1 1 25 25 I Found '' /z" Pipe W Y% LO CO O Nf J C HELLSTROM'S SUB. NO. 3 to IO TH AVENUE N ADDITION /FOUND BRASS MON !w/ NAIL 1 1 1 FOUND BRASS PLUG -' CLARENCE E. SIMPSON ENGINEERS, INC. SPOKANE, WASHINGTON DESCRIPTION R42EIR43E R43E I 1 19 r 20121 r 221T23 r 241 1 t ---- D 1 9-- + - - - -E 9 -- -t - - -F 9 - - 1 _ 30 29 27126 251 r31 32133 34 35 36 31 , 32133 3 - 41 - 3 - 5 - at. 361 F--- A?8--- f - - -8,8 - -4 - - -C 8 --- T --. D ; - - -t -- D'8 - -t - - -E 8 - - 4- -FB --I 16 5 1 4 ! 3 2 I 6 , 5 1 4 3, 2 i I I 17 81 9 1 to II . 12 7 8 9 10 1 1 I- - - - A 7-4---87---1----C 7- - -D7- - - -E 7 - - - 1 - I • 1 1 , 1 I i8 X1 6 , IS 14 13 18 , 17 16 , 151 -21- i 24 19 20 21 22 -- --- 6-1,--C6--- 128 27 2E ' 25 T 25N T24 N 23 24 19 20 21 22 -F3 26 25 30 , 29 28 27 31 i 32 DS -- 35 36 1 6 5 I 2 7 8 - -C 4 -- --D4 - 14 3 18 17 23 24 - - C 3- 26 25 35 36 C 33 34 35 36 31 32 33 34 35 36 D 2 - -E 2 - -F 2- - - - E 4 - - F . 4 4 - - 1 6 1 5 14 13 18 17 16` 15 - -G 2 -- ---H,2- -: -I 2 6 5 4 3 T26N T25N 500 8 - - -E, 6 - -1 271 Orthophotographs by photogrammetr taken 1973. 1927 North American datum coordinate system, north zone Contour Interval 10 feet R44E R44 'E FOR SECTORS SHOWN IN DASHED OUTLINE REFER TO SPOKANE COUNTY MAPPING, 1968. 500 17 16 : 15 NDEX 1000 R 45E 21 28 33 T27N T26 N 9 16 19 ! 20 21 30 29 28 32 33 -J 5 - - - - -K J 4 - - -K 17 16 20 21 3 - K 29 28 3233 -. 2.- K 5' 4 17 5 4 8 9 5,000 GRAPHIC SCALE c methods from aerial phot SITE DATA REM/IRKS NUMBER OF LOTS 14 DIVEDED DUPLEX TYPICAL LOT SIZE 12400 '42 TYPICAL LOT FRONTAGE SO -C+. TOTAL ACTS? E5 OF PLAT • 4.5 A�r� 1 1 1 VERA TERRACE FI RST ADD[TION kJ PLA.T~ ED 25 1 I I.. I L ± :_ — — I ``, -i oo 0 U 0 8 TH /40 / 40 140 14o 14-0 2� 4 _Q 25 25 AV /40 HOUSE I— - -J 40 r - 1 eat 1 i L0' L - - - - - J t - t 1 1 NotSSE. t 1 5A 1 1 -_ — . 1 1 L___.J rn tdo 3 k4o 140 14-0 0 J i� 1 2s 2 Z 0 0 4 0 c) kLL5TROCM'S SUB. X 0. 3 1 4- QU �.N E N SCALE I'_- 50' J O A z SPRr�r II El. 4TM 4'1E- PRoc PLAT au Ae. l2a` Assitt Evarstlan r. (p' Anti VtGiN1TY MAP scatE. C= 2LYJ0' PPELIM1NL.RY PLAT 4 Ada schae% TOWNER S ADDITION p 1506 85' - z 4 = CENTER DUPLEX LOT L 1 I Centcal Vatla H t5k school CLARENCE. E SIMPSON E.NGi1VEER (NC. N 09 ARGONNE. RO ■b SPOKANE VASN I NG T O 1 9J21 Z 52.G - [ 322 # /5Oa ) DEDICATION KNOW ALL MEN BY THESE PRESENTS that Rhoda E. Towner, a widow, has caused to be platted into lots, blocks and street the land shown hereon as TOWr'IERS ADDITION and described as follows: The East half of Tract 147 of VERA, as per plat thereof recorded in Volume of Plats, page 30; Situate in the County of Spokane, State of Washington. No detached single- family dwellings or manufactured homes are allowed on the "divided duplex" lots., All lots with any lot line designated Center Duplex Lot Line shall be restricted to one common wall dwelling unit (1/2 Duplex); provided the :duplex common wall is aligned over or with the Center Duplex Lot Line; and provided that each duplex unit (half) is totally on its side of said center lot line when said lot line is extended vertically beyond the roofline. Use of private wells and water systems is prohibited. The public water system, pursuant to the WATER PLAN approved by County and State Health authorities, the local fire district, County Building & Safety Department, and water purveyor, will be installed within this plat, and the subdivider /sponsor will provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot.and prior to issuance of a building permit for each lot. Subject to.specific application approval and issuance of permits by the Health Officer, the use of (an) on -site sewage system.(s) may be authorized. Individual driveway access permits shall be required prior to issuance of a building permit for driveway approachies to the County Road system. Each new dwelling unit shall be double plumbed for connection to future area -wide collection systems. The Owner(s) or Successor(s) in interest agree to authorize the County to place their name(s) on a petition for the formation of a ULID by petition :method pursuant to RCW 36.94 which the petition includes the Owner(s) property and further not to object by the signing of a protest petition against the formation of a ULID by resolution method pursuant to RCW Chapter 36.94 which includes the Owner(s) property. PROVIDED, this condition shall not prohibit the Owner(s) or Successor(s) from objection to any assessment(s) on the property as a result of the improvements called for in conjunction with the formation of a ULID by either petition or resolution method under RCW Chapter 36.94. Drainage easements, as platted and shown on Lots 1, 6 and 7 Block 1 and Lots 1, 6, and 7 of Block 2, for the purpose 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 adjacent to the public rights -of -way. The property owner shall maintain the drainage swale with a permanent live cover of lawn turf , with optional shrubbery and /or trees, which do not obstruct the flow and piercolation of storm drainage water in the drainage swale as indicated by the approved plans. 5 X 10 foot easements are hereby provided on the lots as shown and shall be used for utility purposes. The owners, their heirs, grantees and assigns, agree to join in the formation of a County Road Improvement District pursuant to RCW 36.33 at such time as Road Improvement District is created or any Road Improvement Project is sanctioned by Spokane County. The improvements required (curb, sidewalk, drainage control and paving) will be at the sole expense of the owner, their heirs, grantees and assigns. Applies to improvements specified for 10th Ave. The platter does hereby dedicate forever the streets shown hereon for public road purposes. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my seal this T " day of ( t1 e-;: 4 ,19 8 5 . Rhoda E. Towner ACKNOWLEDGEMENT STATE OF WASHINGTON)SS COUNTY OF SPOKANE ) On this day of ilk/C)( 143 0 1985, before me personally appeared Rhoda E. Towner, a widow, who executed the within and foregoing instrument and acknowledged the same to be her free and voluntary act and deed for the uses and purposes herein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written. Notary Put,lic r'the State of Washington Residing at _, , Washington SURVEYOR'S CERTIFICATE it 0 II This map correctly represents a survey made by me or under my direction in conformance with the requirements of the Spokane County Subdivision Ordinance. Charles- E:: Simpson 99 &7 Professional Engineer and Land Surveyor 0 0 = ['ne o of E\- (_3ssiivW Along th_' c:ntrtin of Eighth AJnl]P- was _is: As th_� basis of b e-:Irin:3 for this n a = 90 °04'52" R = 20.00 T = 20.03 L = 31.44 I hereby certify that the required taxes on the herein platted land have been paid this ee Spokane County Treasurer Examined and approved this Gi Spokane County Assessor Exami • and approved : this Spokaine County Engineer O = 89 °55'08' R = 20.00 T = 19.97 L = 31.39 By Examined and approved this t Spokane County Utilities Director Examined and approved this / Spokane County` fanning Department Director Examined and approved this OT ARE Lor BLOCK 1 1 6,978 2 1 5,651 3 1 6,301 4 1 6,302 5 1 6,302 6 1 6,303 7 1 6,304 8 1 6,304 9 1 6,281 10 1 6,281 11 1 6,282 12 1 6,282 13 1 5,664 14 1 6,934 1 2 6,914 2 2 5,600 3 2 6,300 4 2 6,300 5 2 6,300 6 2 6,300 7 2 6,300 8 2 6,300 9 2 6,300 10 2 6,300 11 2 6,300 12 2 6,300 13 2 5,600 14 2 7,553 BASIS OF BEAD ,,ING CURVE DAT 0 � COUNTY OFFICI% LS t , I LEGEND SCALE : 1" = 50' MON. & CORNERS FOUND (AS NOTED) CORNERS SET 1/2 " REBAR CAP 706 SUBDIVISION BOUNDARY CENTER DUPLEX LOT LINE Spokane Count Commissioners Chairman day of ` y l Deputy day of Deputy day of day of day -- 'Spokane County Health District Health Officer Examined and approved this day of AREA S).FT. s. FT. ;Q. FT. SQ.Fr. ;Q. F'r. ;).Fr. S) .FT. (.:;").FT. SQ FT. SQ. E'r. S'Q . E'r . S. FT. SQ.Fr. SQ.FT. 4 = 92 °49'13" R = 20.00 T = 21.01 L = 32.40 $Q , Fr . SQ.FT. SQ.FT 3Q Er. SQ. F S). Fr. s2. Fr. S Q ° Fr . S ) ° Fr . Q °FT. SQ,FT. SQ.FT. 3Q.Er. day of :.:.,.._ SCALE : I L = 87 °10'47" R = 20.00 T = 19.04 L = 30.43 ,1985. ,1985 ,1985 ,1985 ,1985 1 1985 ,1985 FOUND BRASS MON W /NAIL 2.2 0 RP's set 1) cut X on NE flange bolt on fire hydrant S 54 °W 36.26' 2) cut X on NE cor. concrete corner post N 55 °E 37.48' 3) nail and tag #706 in tele, pole S 56 °E 33.48' FOUND BRASS PLUG VERA TERRACE FIRST ADDITION - 1656.28- W 0 U H N Found %2 " Pipe .08 west .34 South N 87 °15 39" W UTILITY 141.61 N 87 °15 39 W N 87015'39"W 120.61 EASEMENT UTILITY EASEMENT 140.00 EAST 140.00 EAST EAST UTILITY EASEMENT - 140.00 (, EAST 140.00 UTILITY EASEMENT CO 140.00 EAST 0 140.00 0) -- EAST 10' STREET TRACT 160 OF VERA H L- - 8TH -EAST 166. -- -- 166.26 -- 121.29 = 89 ° 55'08" t0 R = 20.00 N1 T = 19.97 = 31.39 DRAINAGE EASEMENT • 141.28 WEST c� 8' 141.29 WEST 141.31 N 89 °40'15 "W 141.33 N 89 °20'31" W )fl D f 141.36 N 89°0047" W UTILITY EASEMENT In / DRAINAGE EASEMENT 0 O 25 cn 141.39 '° r ° N 88 °41 S UTILITY EASEMENT 25 8 ui 141.42 N 88 °21'20" W U -0 0 CO 41.46 N 88 °01' 38" W UTILITY EASEMENT 14I.49 N 87 W 0 141.52 N 87038,301 W � UTILITY EASEMENT 141.56 N 87 ° 27 1 04" W 141.59 UTILITY EASEMENT DEDICATION 8 IC N 10 10 r STREET -166.45-- DEDICATION - - S 89 °58 32 "W DECEMBER 1985 SCALE I =50 25 N (0 PK 25 25 UNPLATT ED AVENUE o- .UTILITY o�\ EAST 8 0 331.45 - - 12TH AVENUE FINAL PLAT 165.0 - Found /B" Pin -- 662.51 -- Found ' /a" Pipe 331.26 -- -- 165.00 -- o = 1 90 °04 5z- 119.97 a° 3 DRAINAGE EASEMENT T 2°.0 N I-13144' 14000 EAST EASEMENT 140.00 EAST UTILITY EASEMENT 8 Ui 1D_ g am \ EAST UTILITY EASEMENT 140.00 EAST 140.00 0 - 140.00 _ EAST D = 87 ° 10'47" a R =20.00 T = 19.04 L =30.43 - - S 89 ° 57'05" W 2653.20-- N 87015'39"W 121.13 N 2650.05 - = PK 25 8 8 o 25 z J 7 U 25 A PLAT IN A PORTION OF THE SW I/4 OF SEC. 23, T 25N, R 44 E W.M. SPOKANE COUNTY, WASHINGTON CV cr 0 CD 0 / z CsJ 0 (7 m J HELLSTROM SUB. NO. 3 IO TH AVENUE N TOWNER'S ADDITION CLARENCE E. SIMPSON ENGINEERS, SPOKANE, WASHINGTON ]1‘ FOUND BRASS PLUG -1