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PE-1461-84Farmers & Merchants Bank North 25 Mullan Road Spokane, Washington 99206 RE: Heritage Court Plat Number: PE 1461 Dear Sir or Madam: August 22, 1988 Please be advised that the Irrevocable Letter of Credit No. 91187 issued by your company for roadway improvements in the above- mentioned plat, in the current amount of $ 3,160, may be released. Should you have any questions, feel free to call our office. JS:sla /0016p cc: Ed Krienke, Rose Realty Very truly yours, Ronald C. Ho rmann, P.E. Spokane County Engineer A 7 erySiy� Plat Inspector , -lij's " $1. Tip : tT... ; ;;; il RE: Gentlemen: GSN287:sla Attachment Thank, you. e,; C-1-: \ ' l' i) _i: D ( >1 1'II:L CD 1r COUNTY ENGINEER Ronald C. Hofmann. P.E. COUNTY ENGINEER Si' ) 'LAN- r_ M' . M I uN 7rrtsv 99260 1GJSC Date: C c)-I S S f I A review of the road, drainage, and parking plans for the above- refer- enced plat, short plat, binding site plan, and /or building permit has been accomplished. Areas of cuncr to us are indicated in red on the attached prints. Please make the corrections and rEsubmit tnem to this office in order that the review process may proceed. When the plans are resubmitted, mark all changes on the revised print in color. If you have any questions about this review, please contact us at 456 -3600. Very truly yours, Ronald C. Hormann, P.E. Spokane County Engineer y S. el son, P. Planning Engineer r-. 1 Public Works Ruildina North 811 Jefferson Street Spokane. Washington 99260 (509) 456 -3600 . z o a le re-/.. ,.uri- -. - E - 3 _ L., --t _ c � _ n��d _ * 7 7 - ci �\ s r° o., FA a_ 1 7 ::LCDx30 < V,S +tZO X'lZXI•J { = 4-9s T _ Q s,t! _S c A h a S LA, 171- L -8 t-- 9 ..Fred 6♦ el ?c� red A H Lr c } G� L Coin''+ H e4c4 d . _l.ra'tc l2 . jj 3 "L� G- 7 r .� 7 x 3�x�•� 2-7P. f 10‘ 'E' ._ 7 -% -r-f <J l#-+y t? A _.. 1Gk 9 x. Pon 1 -11 _V o t uv+'lE-- --.._ G Z. S -1 Z. X 3J r s_ ( 7-.34B+174+ 1 CI PT 495 -r-- + /,x.s" x t. �(-::� • • 1 1 ;- .0 5/2- s /6B �- T -4 a7.s T* T + , - S ! T T /be!- "QiI4D1j) � �I ��/� pot-bia Ptv Lja 7 *-&"vt-v° -- q-v A - ; ....■•■•■ Lizaks_l 5 4 a scie; r re_ ( 1 7 x I fj 3 "3 • s: x 3?..xo.5 h PA / - 2_ 9 + :(01 • . CD f-I e,e-) c „v-- ts E. u wa x le - "P 4 . , ....f.---1 • - . 4 .0' ' - - -.4 , 1 c.c...,-k,..c A +i•-■ CA. 5 1 ...4. t 1 t p ci 3- kA.,e_ - 1-Ac cecic, i r:1-,.,1 \# 1.,„,..1,A,,,,.,.....,„- A. fela d cir C. 4*-1----.A ^ .z. ci ■ n +lett_ Y I S C_ _ . Q. Gs. s.e...v,...7_..- C12_0166 0 /5'j 8 8 0 62000 7 9 The Grantor(s) ROSE COMPANY REALTY, INC. AND HIMALAYA HOMES, INC. of the County of Spokane, State of Washington, for and in consideration of Mutual Benefits, the receipt of which is hereby acknowledged, grants to Spokane County, a political subdivision of the State of Washington, an Easement over, under, upon and across the hereinafter described lands situated in the County of Spokane, State of Washington: DRAINAGE EASEMENTS, as shown hereinabove are 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 right 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 approved plans. The Grantor(s) hereby releases Spokane County, and all its officers, employees, and agents from any responsibility or liability for any damage whatsoever including inverse condemnation by or to any and all persons or property arising out of or in any way incident to or attributable to the storm drainage within said Easement. The Easement described hereinabove is to and shall run with the land. No modification of the boundaries of said Easement can be made without the prior approval of Spokane County. IN WITNESS WHEREOF, said corporation has caused this instrument to be exeut,d by its proper officers and its corporate seal to be hereunto affixed this r // day of I C.4n P , 19 P1% . R. I Excl Tax Fxampl Data /7 19 p Y :rr • vj'ry Trass, STATE OF /07.57. ) COUNTY OF,0(4N c 0 ) ss personally appeared =S`fqrt SPOKANE COUNTY ENGINEERING DEPARTMENT I' Spokane County, Washington E— JVN Z STORM DRAINAGE EASEMENT WIWLIA ONAHa ESrhlrKAK O AUnlTO Of PVT . M►ASl�3 PLAT OF HERITAGE COURT S�� Et 1.. SEE ATTACHED LEGAL of F. X l'A GE X961 kA..: Secretary =4 • r • • I . 4 1 • '' I, A .. -', illy . • $,t r''' - I [J(bl;t • President ” l " ,r. LOSE COMPANY REALTY, INC. • tOU slit Mil 01 'i t p1, ^1. s • i!O1'm. :f' O • • • • • • . . • • • • • a • • • o On this /�/ i day of �)/V0 , 190 &---, before me, the undersigned, a Notary Public in and for the State c / , duly commissioned and sworn ��N jl, • to me known to be the PRESIDENT RXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX10RXRNNWMXXXXIMXZMIXXRRRR &AARXXX respectively, of Rose Company Realty, Inc. the Corporation that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said Corporation, for the uses and purposes therein � mentioned, and on oath stated that/5 authorized to execute the said instrument. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year first above written. IN WITNESS WHEREOF, said corporation has caused this instrument to be executed by its proper officers and its corporate seal to be hereunto affixed this 16th day of June , 19 88 . STATE OF WASHINGTON ) COUNTY OF SPOKANE ) ss day and year first above written. Preside HIMALAYA HOMES, INC. Secretary Vc!. 975 P /GE 1962 On thisl6th day of June , 19 88 , before me, the undersigned, a Notary Public in and for the State of Washington , duly commissioned and sworn personally appeared Zakir H. Parpia to me known to be the PRESIDENT IM XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX $XXXXXICfl(XXECX KOSit(XXXXIXOCXX1Ct9CXXSZ9MU 3C respectively, of Himalaya Homes, Inc. the Corporation that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said Corporation, for the uses and purposes therein mentioned, and on oath stated that he authorized to execute the said instrument. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my off ial seal, the •••••••••••• •••• • NOTARY PUSU ... • FOR THE STATE OF W i • JAMES H. EAD5 y • MYCOMJv11SS10l 'gash n:ton • • • • .NOVEMBER 16 ? ti' • at Spokane, Washington • Peib1ic In and for the State of DESCRIPTION Those portions of Block 1, HERITAGE COURT, per plat recorded in Volume 18 of Plats, Page 55, in Spokane County, Washington; described as follows: Lot 1 Beginning at the Southeast corner of Lot 1, Block 1 of said HERITAGE COURT, said point being the True Point of Beginning; thence S.89 ° 59'15 "W. along South line of said lot 25.00 feet; thence N.23 ° 38'39 "E., 34.94 feet; thence N.89 ° 59'15 "E., 11.00 feet to the East line of said lot; thence S.00 ° 01'12 "W. along said East line 32.00 feet to the True Point of Beginning; and also Lot 2 The South 32 feet of the West 20 feet of Lot 2, Block 1 of said HERITAGE COURT; and also Lot 8 Beginning at the Southwest corner of Lot 8, Block 1 of said HERITAGE COURT, said point being the True Point of Beginning; thence N.89 ° 59'15 "E. along South line of said lot, 33.00 feet; thence N.00 ° 00'45 "E., 26.00 feet; thence S.89 ° 59'12 "W., 40.29 feet to the West line of said lot; thence Southeasterly along the arc of non - tangent curve, concave to the Southwest, with a radius of 50 feet and a radial bearing of N.58 ° 39'19 "E., a central angle of 31 ° 19'56 ", an arc distance of 27.34 feet to the True Point of Beginning; and also Lot 9 Beginning at the Northwest corner of Lot 9, Block 1 of said HERITAGE COURT, said point being the True Point of Beginning; thence N.89 ° 59'15 "E. along North line of said lot, 33.00 feet; thence S.00 ° 00'45 "W., 9.00 feet; thence S.89 ° 59'12 "W., 33.82 feet to the point of intersection with the West line of said lot, thence Northeasterly along said West line on the arc of non - tangent curve, concave to the Northwest, with a radius of 50 feet, a radial bearing. of 5.79 ° 38'34 "E. - a central angle of 10 0 22'11 ", and an arc distance of 9.05 feet to the True Point of Beginning; and also Lot 15 Lot 16 rFr X75 r. 1963 The North 29 feet of the West 21 feet of Lot 15, Block 1 of said HERITAGE COURT; and also The North 29 feet of the East 39 feet of Lot 16, Block 1 of said HERITAGE COURT. • _ t1` I • t. 96J 11.GE 177 1titiOJ1SOOIi1 I v'. HERITAGE COURT, a plat or the -South ono -halt of Treat 149 or Vera. Spokeno County. Woehlneton. Drainage saeoMents es deserlbed ere /or the purpose or installing. opocating and maintaining drsinego swalos and drainage factlittos 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 public right -of -way. The property ownoca shall maintain the drainage ewole with a permanont livo covoc of lawn turf, with optional shrubbery and /or treos, which do not obstruct the flow and percolation of *toga dcotnege to the drainage ewa1e as Indicated by the approved plans. .Misr..a raw, +..I �ti.J DRAINAGR EASEHENT DESCRIPTION LOT. 15 The North 29 feet of the West 21 feet of Lot 1S Block --1 of Heritage Court as per plat recorded Sn'Volumo ie of Plats page 5.5 in Spokane County, Washington. DESCRIPTION LOT 16 The North 29 feet of the Coat 39 teat of Lot 16 Block 1 bf Heritage Court an per plot recorded In Volute le el Plebe poem at Spokane County, Washington. HIMALAYA HOMES, e INF / „al WAshi ton Re .t.. / -,40 .7 E. SIMPSON ENGINEERS I IIC. N. 90 ARGONNE ROM IPOKAHE. W,ISN. 99111 PNOnE 9261122 r 14 -AST � COa _ A M�T OF 77.4E- 5 c "µ o•� -- �Fsk.F of �RAcT l `4 O F V EkA � S Po r Co 6 f -rY W A.t4 naG - ro , J DRAINAGE EASEMENT f Drainage easements as described __are --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 public right -of -way. The property owners 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 approved plans. �.. i 01; t i I lrt, f LOT 1 yet, - ' 4 1\1,4 P rn^o • degii'l t the SE Corner of Lot 1 Block 1 of Heritage Court as per -plat recorded in Volume 18 of Plats page 55 in Spokane County, V Washington}1' thence S 89° 59' 15" W along south line of said lot 25.00 feet;'' thence N 23° 38' 39" E 34.94 feet; thence N 39° 59' 15" E 11.00 feet to the east line of said lot; thence S 0° 01' 12" W along said east line 32.00 feet to the true ?oint of beginning. DESCRIPTION LOT 2 The South 32 feet of the West 20 feet of Lot 2 Block 1 of Heritage Court as per plat recorded in Volume 18 of Plats page 55 in Spokane County, Washington. OT 9 Begin the SW Corner of Lot 8 Block 1 of Heritage Court as per plat ded in Volume 18 of Plats page 55 in Spokane County, . Washington; thence N 89' 59' 15" E along south line of said lot 33.00 feet( thence N 00' 00' 45" E 26.00 feet; then Ne S � G_ �p, l.fnvcc6 12" W 40.29 feet to the west line of said lotto r d `non -tang nt ,,,, curve, concave to the SW, with a radius of 50 feet and a radial bearing of N 58° 39' 19" E. tlae -n.oc oouthe-asterly - -thru a central angle of 31° 19' 56" an arc distance of 27.34 feet to the ue ioint of of, i . e'�•cv� Qpttn'� % t,� i Poi �+ 1Qe�+►� Lo�r 3 Beginn`al the NW Corner of Lot 9 3lock 1 of it ritaq'? Court as p. 1r 1 ____plat recorded in Volume 13 of Plats page 55 in Spokane County, ashin' tonF1'than._ 1 39` 59' 15" E along *puth ling of sail lot 33.00 f eat ; I t o n c e S ) 0 ` ;;; ` �, ' .1 4 C L u3 �= t1�S .4 ,' _, + � � . 12" W 33.32 feet to the/J s t ine a s•all ot 60 ^non- ran3nnr 4t4 extA aE curve concave to the N'.1, with a radius of 50 feet .ape a radial bearing of S 79° 33' c ly C _ _ l�� -€� f , a i n t a l angle of, 13' 22' 11',Aan arc distance of 9.05 feet to rn ua Ooint of beginning. OO'4' ee 4%4r , �a STATE OF Gusty of Oa 111. a. •l A. 0. IV—. LJ....... a. ..J. bald.. Now, Ptd.Ct lo rd Ise 1h• Stat..l Jot, IOW • art .00h pot.sapy .pp.w - ••d I. knows r 44 d« P1 44 I •_ u.w..y IN p Id lr• Ih. 0..porg6s *L.0so44.4 do. 6...064 I..In.r.r.sod ul.•w4JI.J II.. .. 4 L.1..w.a1 I. L. the iu. ..J •.Io wl a.. •.d 1444 .old 4 .op. I.e d.. s.« ..d poop.... J... «.u4..J...4 . • ..d. •ruJ .L.a__I st4 •tb.J t• n..uts d.• ..Id L tetousm ..J d.•. Ik....1 ..hull L d.. totpu....00l •1 .. ..tpw.der wrrtals m load .ad o1Gd61 ...I h...*..Rsd U. d.y .4 y..r k. JJ. u.a(u.s.....r. ■■u•► (4tA14,4k • N•w• ►..W I. •J I.. .a. s.....1 STATE OF G 1} COMM/ 01 l • On .►l. by .l A. 0. N 4.1.4. mm .1. sad. .ISa4J. • Notary Pud.U. L ooJ Lt Li, Slaw al 146 -- ' - and .wore par.onafly .pp.u0a rd to me Looses 10 1.. I►. P..4dr .all t...•...y. I.p..dv.Iy. • th. .orpo..d.. oar ....ut.d ohs Ir.o• .4 Inan :...d •.k•awi.dpwl *1.. mid I..I.rr.e. I. L. U.. 1....d r.L taro ....d d.d 41 ..id ...pond... I.r woo tool prop.... 11.01.6 ...0.4.44 .nJ a wt► wt.4 464._.1 .mho.h.J I. •••■.• I ►. ..Id L.t.ra..at .nJ that 11.. 4..1 .IG..d 4 d....p.,.*. «.1 .l .• WITNESS my hood .od 4e4.1 .0.1 har.t..l1.d I t. 4.y .ad you 6 1L...u.L..I..i.r. .nits... ll..•q rd•• 1...d w d 1...... •444. CL, ,RENCE E. SIMPSON ENGINE , INC. CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road Spokane, Washington 99206 Telephone: 926 -1322 Signed ( ?..j_ SUBJECT: t o ,- : "V.:. . c C_ t 1r - �C L� ros. irlcs.q try s p r), ,r• r, c U DATE: ; / / 4' ( '6 '6 We__ `'1 c, u .-_ c■ t d to Cc, ec.. A t_ 6 l O. 1'.a . r, , /+ G i.: - s Ccc_.� care Cor. <4r'��c, g o.-. S ix lo o`s po , 1CIS J hN �1n.., in c. sc:rKQbn I" s 4,- L - t t- t C7 _ , A „tre.._ I 6 in, a en I (:J, rG_ c� 4c ♦' r4 •., r 0 TIC.! A •'l a (/ 7 / R 3 • f d -c7,--- L71 , a^ N i n C f . � Co D �f p • F Q.C.. r c y.aE�A n i - 1) L- :_ 6„1 L — g .{ L - 9 c,- 1 ` ,J 1,.,, f t, e p,.., ,..,.. r, - ± --,., l 1 S t i 1 y /r c A rek ," 4. e Q c, $ e r-, c j: 0.-1 re ct . r f 1v--z.s" h(fit +/►k= prD pr- do C _ ,, n. +S +o r-ct c �,+rA +hL pc.r� i 1 A: 7 ri C -- L (O4 . CL, ,RENCE E. SIMPSON ENGINE , INC. CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road Spokane, Washington 99206 Telephone: 926 -1322 Signed ( ?..j_ ASSESS 4111 0 . 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B C i I S 20 25 IXAMPII Oiv•n an R vofv• of 25 and a troll, end•■ of 6 0 toyer Ihicknus r.quu.rn•nts can b• d•tsirmin•d as follows An •ay.vol.nt gravel depth of 165' I round to 17 ) at point A A medil surfacing depth o11.05 feet of point 1 for a pov•m•nt of 0 35foot ACP + 0.50 loot (TB. or 0 35 loot ACP + 0 35 foot AC6 A modilr.d surfacing depth of 143 loot I round to 1 45) for pay.rn•nt of 0 35 fool ACP Figure 326 -2a 326 -5 MODIFIED SURFACING DEPTH (FEET) ,sa 30 el.-'V-e 6-5 `( 6V/ C T. Sk s 65 0 er S � e l a- PSI ; SEPTEMBER 1977 TO: FROM: *'tATF'R1 A1.5 t.A�RATIsO - c-_N. -- -- Please furnish Stahl ometer R varies for the 0 test - - -_ County Road Name(s) Drilling request ROAD NAME FUNCTIONAL CLASS Major Arti'rtal 7 Secondary Artorial 6 Collector Arterial 5 Access Road 5 Prlvare Rn:iri 4 • SPOV4IkE COUNTY ENGINEER'S OFFICE TYptral" Cruss Section Determination Dat. FOR OFFICE USE ONLY TRAFFIC INDEX soils on the following actual r _lei. I : RID /CRP /PLAT No. C r - ---- - Sc'c. - -- Twp. ikr R. 7 E i y / (See attached section map) ROAD NAME R VALUES LOCATION - L - 151, Drainage - Percolation greater th n 72 " /hr. yes jL No _ _ -_ Act. Remarks* 6191 / �R $ * Please note any unusual characteristics of soils and /or topography. Are the soils suit- able for the use of drywells? Are there any unusual dr.rin.uge considerations? FUNCTIONAL CLASS TRAFFIC INDEX ** The are-guideline tr:rt•fit indoxos only. Traffic data t' the iurn_jecl are n.•cessary to r_alcul itr Individual traffic iuriexi . 1 z kezi tX( Gowsi „g/ Grv� _ i'OKANC COUNT• GOUlT MOOS[ County Engineers; Utilities; Health District; To: Building & Safety Fes: Douglas S. Adams, Subdivision Administrator SUBJECT: Notice of Expiration on PE -1461 Heritage Court aka Evergreen South The Spokane County Planning Department has received the attached request to let the preliminary plat of Heritage Court aka Evergreen South, expire. Please consider this as a "dead" plat notice. If you have any comments on this would you please forward them to us by May 6, 1987. Thank you. DSA :jp Enclosure OFFICE uT THE PI ANN I NG DEPARTMENT DATE April 22, 1987 RECEIVED APR 2 2 1987 SPOKANE COUNTY ENGINEER Plat Number: Number of Lots: Sponsor: Property Owner: Address: Address: City, State, Zip: City, State, Zip: Phone No: Phone No: (TO BE CQ7LE:ED ONLY IF THE PLAT IS BEING DEVELOPED AND FINALIZED IN PHASES) Number of lots originally approved: Number of phases finalized to date: PLEASE PROVIDE US WITH THE FOLLOW INFORMATION Briefly summarize the progress made, to date, in preparing the plat to be f ina li zed (i.e., physical construction, bonding for improvements, surveying and drafting work, accomplishing various departmental requixC,tents, obtaining or granting easements, etc.) Aii Al / G1 yr / - � Number of lots ruining to be finalized: Number of acres remaining: Engineer /Surveyor: Address: City, State, Zip: Phone No: RECE IVE D APR, 219 8T EXTENSION OF TIME FORM P �t hrY HERITI rE Plat Name: ( EVERGREEN SOUTP PRELIMINARY PLAT * * * * * * * * * * ** PHASED PROTECT * * * * * * * * * * ** Number of Acres: 7 ? � A6 / aka SPOKANC Cou-' co , r Dear Ed: DSA:jp Enclosure cc: Charles Simpson County Engineer Siscommagm Goy PLANNING DEPARTMENT BROADWAY CENTRE BUILDING N 721 JEFFERSON STREET PHONE 456 RECEIVED SPOKANE WASHINGTON 99260 April 15, 1987 APR 2 0 1987 SPOKANE COUNTY ENGINEER Ed Krienke c/o Rose Realty E. 9611 Sprague ` Spokane, WA 99206 RE: Extension of Time for HERITAGE COURT (aka- Evergreen South) - CPE - 1461 - 84 Our files indicate that the conditional approval of your preliminary plat known as HERITAGE COURT (aka- Evergreen South) is soon to expire. In order to process an Extension of Time, we request that you complete the attached form. The Subdivision Administrator will review the file for an extension and after review and comments from the County agencies, will make an administrative decision whether to approve or deny an extension. Also, the County agencies may attach additional conditions during their review. A fee of $100.00, payable to the Spokane County Treasurer, must accompany your application to cover the cost of legal advertising and other administrative costs. This certified letter will be the only reminder from our office and a response would be appreciated by May 1, 1987 along with the attached form. If we do not receive any response by that time, we will assume you are not interested in pursuing an Extension for this proposal and thus will become NULL & VOID. When a decision has been made, you will be notified. If I can be of any help to you, please feel free to contact me. Sinc rely DOUGLAS S. ADAMS Subdivision Administrator 5.GMA M( COUNIV COYUII MDU1E D.J. Hume `, 500 Columbia Bldg. Spokane, WA 99204 DSA:jp Enclosure cc: = County Engineer Surveyor of Record PLANNING DEPARTMENT BROADWAY CENTRE BuilOING M 721 JEFFERSON STREET PHONE 456.2205 SPOKANE WASHINGTON 99260 RFCf VFp APR 20 1987 April 15, 1987 SPOk4Nt COUNT, ENGINEER RE:Extension of Time for HERITAGE COURT (aka- Evergreen South) P� E-i461 -84;) Dear Mr. Hume: Our files indicate that the conditional approval of your preliminary plat known as HERITAGE COURT (aka - Evergeen South) is soon to expire. In order to process an Extension of Time, we request that you complete the attached form. The Subdivision Administrator will review the file for an extension and after review and comments from the County agencies, will make an administrative decision whether to approve or deny an extension. Also, the County agencies may attach additional conditions during their review. A fee of $100.00, payable to the Spokane County Treasurer, must accompany your application to cover the cost of legal advertising and other administrative costs. This certified letter will be the only reminder from our office and a response would be appreciated by May 1, 19$7 along with the attached form. If we do not receive any response by that time, we will assume you are not interested in pursuing an Extension for this proposal and thus will become NULL & VOID. When a decision has been made, you will be notified. If I can be of any help to you, please feel free to contact me. S i 1 y, DOUGLAS S. ADAMS Subdivision Administrator 160 150 140 •~ J 130 } t ` Li 2 a 120 IY a 110 100 90 0 lin ■ ■ ■■∎ Ii.! ■ ■■ ■�' 1•11M1111111 =UM. ■■■ ■ M■ NE►`l•\. 1111111111 1111 IF 1... 11111 111 111111111111h . • ••••• •• •• • ■�■�■■■�■��■■� ■��■ ■N ��■��■M•■ ■tee! COMPACTION METHOD, BLOWS PER LAYER, NO. LAYERS TAMPER WT, 37 DROP HT MOLD DIA. / VOLUME OF SAMPLE CONTRACT: /17. COMPACTION TEST DATA COMPACTION SAMPLE NO. I WGT OF WET SOILSMOLD WGT. OF MOLD wGT OF WET SOIL WET UNIT WEIGHT MOISTURE SAMPLE NO WGT OF wET SOIL S. DISH WGT OF DRY SOIL t. DISH WGT. OF wAT E R S AMPLE MA SI ► */p RETAINED #4 11111111111M1111111111111 ■ ■� ■ I ■�■ ■ ■ ■■�� ■ ■■ ■ ■■ I■ ■ ■ ■1111111111111■■ ■ ■■■■U ■■■ MEM MIIIIMEMMINIIIIIIMMIN•1111111 NEW ■ ■■■■■11111111 ■ ■ ■■■ ■■■ ■■ ■■ ■■ • ■ ■■■■■■■ ■ ■ ■■■ WGT OF DISH WGT. OF DRY SOIL MOISTURE CONTENT AVE. MOISTURE CONTENT DRY UNIT WEIGHT PASSING #4 15 20 25 30 MOISTURE CONTENT— % OF DRY WEIGHT Cr 1 S MECHANICAL ANALYSIS GRAVEL • SOIL CLASSIFICATION: (7 OPT. MOISTURE CONT TESTED 35 STA: f7 /..246 /2Z S AND 39 FINES C-f /2,Z / f C. AT'( LIMITS LL 45 PL $ �>� �•PAdc/ G, ENT J AX. pR DENSITY DATE / 2. I, N�CKE� 8Y- DATE JOB 4/- � ��- /��.�- ems..,✓ 4EMARKsi PI 107€ 144 �49- .2 9 Waie7ce_.eie„/ ASPHALT CONCRETE PAVEMENT CORES DETERMINATION OF % AIR VOIDS W.S.T.D. TEST METHOD NO. 706A (METHOD C) LAB NO. CORE NO. I LAB NO. CORE NO. C. WGT IN WATER i _I C. WGT IN WATER B. WGT SAT. SURF. DRY ___I B. WGT SAT. SURF. DRY A. WGT OF OVEN DRY SAMPLE -I A. WGT OF OVEN DRY SAMPLE A = I A= CALC BULK SP GR = B -C - CALC BULK SP GR = B -C WGT /CU FT. = BULK SP GR X 62.2= I WGT /CU FT. = BULK SP GR X 62.2= W.S.T.D. TEST METHOD 705A (68 ° ) A. WGT OF DRY MAT l q q. ' -I A. WGT OF DRY MAT B. WGT OF PYE + H 0 1 C/ 7 • 0 _____I B. WGT OF PYE + H 0 2 2 A +B= • 19-7 1.5 I A +B= C. WGT OF PYE + H 0 + MAT 17g5. 6 I C. WGT OF PYE + H 0 + MAT 2 2 A +B-C i 1 c, . 3 I A +B -C RICE SP GR = A = a . RICE SP GR = A = "B -C A +B -C RICE SP GR AMAX WGT /CU FT ,45 / RICE SP GR X 62.2 =MAX WGT /CU FT % AIR VOIDS =100X1 -BULK SP GR= % AIR VOIDS =100X1 -BULK SP GR= RICE SP GR I RICE SP GR Certificate for filing Proposed Plat of "The South Half of Tract 149 of VERA" HERtr$GE couis;-r Rose Co. E 9611 Sprague Gentlemen: Transame. a Title Insurance Service:, Transamerica -Title Insurance G.. ,rar North 720 Argonne Roau- Spokane, Washington 99212 (5091922 -2222 CERTIFICATE TO PLAT Order No.: GD- 137455 RECHV BUG 1 /987 County Engineering 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 South Half of Tract 149 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: ROSE COMPANY -REALTtngtnn corgi Y,_ _Washh ti. on EXCEPTIONS: Jack. P. May e11i - P,rts;de A>Ka O wntf` 1. General taxes as follows, together with interest and penalty, if any, after delinquency: Tax Account No. Year Annual Billing Amount Paid Balance Due 23543 -0802 1987 $537.52 $269.26 $269.26 23543 -0803 1987 $321.44 $160.72 $160.72 2. Any assessments that might be levied by Vera Irrigation District No. 15. 3 EASEMENT AND THE TERMS AND CONDITIONS THEREOF: Grantee: Pacific Northwest Bell Telephone Company, a Washington corporation Purpose: A perpetual easement to construct, operate, and maintain underground communication lines Area Affected: over, under, along and across W. 5 ft. of S1 /2 of Block 149 of Vera, with right of ingress and egress. Dated: October 15, 1975 Recorded: November 14, 1975 Recording No.: 7511140156 ?)91$-i kc CC: County Engineers County Planning Dept. Simpson Engineers 5. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: Grantor: Rose Company Realty, a Washington corporation Trustee: Transamerica Title Insurance Comapany Beneficiary: Farmer & Merchants Bank of Rockford Amount: $27,000.00 Dated: June 22, 1987 Recorded: July 7, 1987 Recording No.: 8707070218 Affects: N1 /2 of S1 /2 6. REAL ESTATE CONTRACT AND THE TERMS AND CONDITIONS THEREOF: Seller: Rose Company Realty, a Washington corporation Purchaser: Himalya Homes, Inc., a Washington corporation Dated: June 25, 1987 Recorded: July 7, 1987 Recording No.: 8707070219 Order No. GD- 137455 Page 2 CERTIFICATE TO PLAT 4. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: Grantee: Pacific Northwest Bell Telphone Company, a Washington corporation Purpose: A perpetual easemetn to construct, operate and maintain underground communication lines Area Affected: over, under, along and across W. 5 ft. of N1 /2 of S1 /2 of Block 149 of Vera, with right of ingress and egress. Dated: October 15, 1975 Recorded: November 14, 1975 Recording No.: 7511140157 Records examined as to July 7, 1987, at 8:00 a.m. TRANSAMERICA TITLE INSURANCE COMPANY c; , 'l by: Gil Doddri e Title Officer 1.r. 23360 75111.1O1S6 K NOW ALL MEN SY THESE PRESENTS: ►•r us" •■• ......la et••••••••.O. ••••••• .M..a• •a ■•••• K•••••••••••• r.• .••••••••• ••••• • • 4.4e..1 N ••c.•K ••••n.•f •t•• ta<a••••• C0■••■• . • .a•o..G too. C... ••••• O. , fa •.CCY.e•. • • ISM... wire full O.•af •014.44.11- CO••••cf. •••••r• •■• u.,1.._ •••a• ••:Ja•••..• 5... • •a.► c. a.• •a_ C•4• _ =fecal.. \i C • Y'd..11Cd21tk\ LLAFS WITS wise CUM, •.ftw She • •.••..•r Y•.0 . •• t_.•tTa Y fay ••••.,9 e•• AK. ANA to net •••.•.. Y••r. Mae.. Oftu 440 OA ...•■• • •• •c.••••• .•ac••••• •■•••• •.•v• •e .. SPUME error.. a I..Lti1f I; {iltt'1 :'v hest le) Five (5) trot of the South lalf (S5) of the :u•.th halt (Sy) of a ' '4 t t 'te Plot of e L recorded i4. the Spokane County :eater's Beek tl of Plats. Page � Located he the %ortsn.est Qearter of h. ?..etn..est (i.arter of the kuttwest Quarter 066.V.64,04) of • i ctica :J Township 25 '.orta, Liege 44 East A.M. Z.1(//4..::r. . 125262 FILED Oa RECCRC�0 aEOr:r.STCF Pact:lc N1 Bell TeL ca NOV 14 1134 AN 1 15 • Ketoe censao.aamTOR smart `L \TT,.9371 a vs, TT r.•..------�� 416 Occidental Ave 3.. Seattle. VA 9$109 :•..••• a..•• •r • .• nee ••t% •••■ w.T to TWA. 5w• .w• ••.Ora. to .a. 9...44 .e•. .••a ..O•tan •ea a•. 5a•.0.44 4.1•.. •••••••• •• •o a4e0.. at an f... at Oa s..► OI. f .a c :vcmcgIu`i L 1NM far t• ..n .SN.. ••lt.•le mare MVataaa.•a ••••• toll I... ••••••••. 4.f. fee Wr.••.o.oa nut ..... f• ••••• •• •••••••••• ••• as V••••■•••• ••••• IT Cases seat.• <A toil .aYC... a two • •e• are ••■•■••••• .O.O. •••■•• TN •.•.•. cq. ....4.5 ••• •••••••O..e As Tole .aO..a.f •..•a ....a• t• Vat ••••••• M ••• n 0 as • 4.0.•• Tr! 4.9.44 .I•5f0•.. •••••••r..r05114 ••.C••••■• ••• a...5a r f.. •a.enleg /YAM= ..aa. I. ...•••• •.••• ••• ••••••••••. •■• Y56a. `p� .• eat/ tee• 1.." w .•.6•. ••.. _ Y. %•:r. N!ti 0ac� ! cwet Ctwee.2. 0• •• • •.....u....• -5..•a 5.roe..Ca2IIAPIE$ }{. 5 /?Tp3.mQ_A{QQ_teir. _ tt -.5.r)d r .At du..1. 3 rFE •• N fed.. 1• Al •.• ..n••Ol• ma Y. a..0 11.441C,,40 it ••.t.•. •e• r••••••• ••••• e••• ••• 't•fole•t,.te •441 �iL__ •.5.f 114.1 •a.. Y ///a. _ •Oda 5 p0•b.fu• 44, ••• ma ••• ••• ••'e •.s •V••(ea• fl.tSt•..aeVD.Y G ••• Vet.• e. ...It 40. •••... •all• toy lee A ` a5. o. O A te.2. •••••• well,( .. mess:. •.a •t•■• •••••• a, 247 WA 1411 R 7 : 11 11.10157 KNOW ALL MEN BY THESE PRESENTS; ►_ .W • • •COMNtr..eie. •\tl..f .. I,• 1 M MO:, •••ete • ••••••u •• o••t.f .ef.ia.... • Tel 4•••••• a Ca. r a SaaAaer to ..e.e•e .••■•.Itr •tall, 1.11440.C44 e4..••... a •ye•.•ta. c.•5 •••••••• . n5 • 54C1rw •a a.• •r.rr. •IT. w• •.a•t to ••.•ca Cf.••n w a.ef. e•t••fe w..•...._W. ••td•r.ys• •••••• 44•.•a! • fl. 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AI eu••h Ijrwn oa to I•,..n dn.. r.rronrn a M.rrhnnla p.•nk {a rai.i in /roll. nn n.e hno {n1.•r.a1 •. h., 1 1 he. rhar •1•fl ••n ,hg. .•.nI rwr ► . Ho NOM i l or nun, head ix I •. t.o I..Yrn 1.; eroler nnl II the I•an at FArmora L ►Mrehantn Pink la poll to full ..n•1 no n.nni•a •boll b. paid In Ihn Collor from ih•• loon prnro.•la for work •lone b 'ham. The entire Nolan... of !life Cnnlrar► in • on or 1•.fnrn fl•tnher U. Iatln, or within 74 wr.nlh. of Ih• final vial apprnvol, vhi•fi.•,or Ia later. Th. rar.•hoe.r may I''y IN. o'•.ntr....I oarlt.r will. no p.nally and r.reive the rc Pooch. worm loll i w l love pwywnnt Anpa qD✓ 1171, in Ph. •Lori rn l nw a. fr (,� .,/ i � rnV {Siren Th. final plat at•ptne•AI is .1.PIKr•A 6'4 enn►ran1 ow Ihn dale when all r••Inirnd Owl rInrmm.nl.a own fil..l And oer•npt..l by Cpnkan. t'nnnly. All Iml•r..yowon ►w ar4 hnndn•1, {•oat Its fills Apprevwl. Iwillrling 1•n►ml►1► at. oi.Iainal•Io And I.Inrnrar nw4 ✓ y p r ( avai lohln for run cl r.. t inn i rLne.w. 1 47 •raragr.ph In. in Ph. .V.ns lien Cnll•r •lee►e In fnrfoit, Purrhnnef'r riglr►a Ihal f.orr.jtur. prorndnr• will h. anv.rnnd by Ihn Pool Faint. rnr /nl►oorn 11rn1 P,( ,i/. I. l0 and the 5.11er may r••ltlitm .in port of /ho our.. of •MMaII, poymnnt of r.amonahl. AI for and rT..IA In inrl urin Iii 1. I' pr.minw, rorvit•. And pant Inn of Hai Irma, put. - I i••nl inn, rol.ylna enata and rernrdini. r i 'ter+ •..•• r• • • t .•AI; x •{ p .. , • •_ • • w V . fir:. •• ;rt •• 1 . 2 : .' r • ti' '; 'i+' • :`-• • ` i • V • • 1 • r • i t LI a W L1 0 N 4.51. -1 A t.3Z.RL5 158 . C.3 T .-4.5 p ANSAMERICA TIII.E INSURANCE COMPANY NORTH 720 ARGONNE ROAD SPOKANE, WA. 99204 . N ---w+ E Is pant is made solely IBS pylppsa of as utdn� in locating sat ple :nias rift lM company sssumaa Ip wotfly lot vanaWjns. 11 any, in dimonuaq uW 'a�hnn •ar /II,1'.od A j vuueY. kl L Q v - -E 1GHTr: Ly •46••• �. -,�3 61. 5 I 2 7 ) 1, qas A/ ( 72. m41 Station and Ref. to C/L Rel. tb Suh Grade Type of Material and Use !) SIUF'E PEtt42TT FieiZ Test PEE MI'` PASSIM i4 SIEVE DRY TENS= KT REMARKS Opt. Opt. Correct Max. Corr. Std. No. Field Test % Max. / / /-et r / _Z P6 e: / 5:6 /42.4- 91.3 ez, /, 2 Z i- 2 0 E/ ,, ,, S 5 , 94 7 9' .- DAILY COMPACTION TEST REPORT Project Engineer Contractor ',ej /k / r6:_5 Project Name 9 / t- v ` c ° 'ec ( ter/ s.) I) SPOKANE COUNTY ENGINEERS Cont. No. e,W - -CZj Date F3 -, 1 -e7 Page No. / REMARKS: 771,-, r , ? : ��r r " /1 e.7ej .G" �� l �f 1 lKlciAife NO. 87' 0902 BEFORE THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON PE- 1461 -84 ZE -57 -84 IN THE MATTER OF FILING THE FINAL PLAT OF HERITAGE COURT AND ZONE CHANGE FROM AGRICULTURAL TO AGRICULTURAL SUBURBAN LOCATED IN SECTION 23, TOWNSHIP 25 NORTH, RANGE 44 E.W.M., SPOKANE COUNTY, WASHINGTON BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON, that the Final Plat of Heritage Court that portion of the South Half of Tract 149 of VERA of Section 23, Township 25 North, Range 44 E.W.M. Spokane County, Washington, described as follows: The South Half of Tract 149 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 Examiner 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 Commissioners. PASSED BY THE BOARD THIS �S DAY OF ATTEST: WILLIAM E. DONAHUE Clerk of the Board R E S O L U T I O N BOARD OF COUNTY COMMISSIONERS 0 SPOKANE COUNTY, WASHINGTON , 1987. L Station and Ref. to C/L . to Sub Grade Type of Material and Use 'i . _IT IbIOx P No .1 PASSING' #4 SIEVE it'' 1.p . 'M REMARKS Opt. Opt. Correctec Fielc Test Max. Corr. Std. No. Field Test % Max. 7 O /SO c f ec, /f/Pc" ;A/ .D -0 az, /4'2 W,.3 2 l7 O 4e -° N " // ,,,, 3.6 -' 98,E ,5A °p c �- // I/ ,/ 5,4 ., 97-3 I, 4/7 r .5 // ,/ 5-4 ) , /a./ DAILY COMPACTION TEST REPORT Project Engineer ontractor roject Name REMARKS: !44'S 1j- , I7 /fie. 0,f2„ X 4 /J4 (# 11) - c SPOKANE COUNTY ENGINEERS Cont. No. ,6 - ' 71 Date Page No. j� -23 - ?7 Test No. Station and Ref. to C/L Ref. to Sub Grade ` Type of Material and Use MDISIURE PERCENr PASSING #4 SIEVE DRY DENSITY PCF REMARKS Opt. Opt. Correctec Fielc Test Max. Corr. Std. No. Field Test % Max. / Alexpe le,,L) 4._' I eg .6..."-ii?...4// 6 0 3 • 7 /4Zii. ..._ DAILY COMPACTION TEST REPORT Project Engineer Contractor Pr oj ec t Name ,e,/,..."25,4 cii t ,-,iL 9 12 r 641 -aes SPOKANE COUNTY ENGINEERS Cont. No. "724 -O Date 9 -23 - 4 Page No. l of 1 MARKS: / � / �,� l ,� .��,�� iP �✓i, � &� �,aSei y�,4P4re_ .( d , / C Test No. Station and Ref. to C/L . to Sub Grade Type of Material and Use 'i C. T1 PERCENT PERCENT PASSING # #4 SIEVE —Y DENSITY 1 REMARKS Opt. Opt. Corrected Fielc Test Max. Corr. Std. No. Field Test % Max. / C ,S- F2 ea, 4 .- .5 • • ,o 47 M24 rA; 9i4 4 2 + c Ai 'e „ : S ., ii 92,9 A DAILY COMPACTION TEST REPORT Project Engineer Contractor ,t? ../L, Projec Name ihke,c); . REMARKS: %c %L-) i , l'4 / 'le QJr.,/1L d/,'Zei111 ,1''-zt .[!4 INSPECTOR SPOKANE COUNTY ENGINEERS Cont. No. EDG -o74 Date ,/p .-B -67 Page No. ! of / Test No. Station and Ref. to C/L Ref. to Sub Grade Type of Material and Use MOISTURE PERCENT PERCENT PASSING #4 SIEVE DRYTENSTTYPCE REMARKS Opt. Opt. Corrected Fieic Test Max. Corr. Std. No. Field Test Z Max. / c' f 7-- `- OC! 444// 5, c ¢-3 /42.4 x.3".3 7 6 _ r/ fia / JC /- ,1 I 4 7 •. '.7 *-3 9` - 2 .c r- ` 06! ` r• 3 7 i ' 'c'v.., p DAILY COMPACTION TEST REPORT Project Engineer Contractor ), /yt& / 404-4, Project Name j /8u61 �, t 4,,.., eli+c.e REMARKS: / ,':/.6 SPOKANE COUNTY ENGINEERS Cont. No. ..47 ,/)6Z - 071 Date - �'- g j Page No. of u �� Station and Ref. to C/L Ref. to Sub Grade Type of Material and Use MO STU EE PERCENT PE I` -- DRY rf ITY •'« REMARKS Opt. Opt. Corrected Fielc' Test PASSING #t4 SIEVE Max. Corr. Std. No. Field lest % Max. f .S- 4 °— i1(e . f.:,4 5 5, ! 1 4:4 9SD 2 4 -I=o ; F 4 —° „ I, f ,2 - , 978 3 .3 7400 O F ¢ - ,, P 4,1 ,, ?7:0 2 1 4 25 /C !r ,/ 4,6 ,/ 947 .5 /7 / 2° it I/ 74 /' 954 o f5 fr2 ° ,r i/ " 5,6, ,, CJ:, l DAILY COMPACTION TEST REPORT Project Engineer "ontractor f�pQjlA , Project Name 17.--7-4-17., (l�,Gy f. MARKS: 6f4 /272ee)L /67 fl C 'Qr1I,i41 1 SPOKANE COUNTY ENGINEERS Cont. No. f:-/) . ea Date l77 ET Page No. of AL 4 01 Ii ' 0 1.0 T • r / l_c4,6AJD EA 4 „it s Z?:1-4 PL-A 1 -0 ,- Ar/212.eeerl. 54.P.1 Gks2Ki_ CeieriP let_itA_ A 4 'ft _ tij CL-05(JeE 2 rig ,f r STfe. 5) ,e'19_.1C42,4 Cazi_ - ( ieP__rAtiEttaLCAT \.) ..e &c _ Elea ei s34,7 _ . C-AIT I _ (1.1 ze_ALLLe14_6_ elfItteA • 1—cce, / r45 S. 0 Je A e TIMIfiat9 Da J eo.D WAriviruci. prioj Otkiikozitst-tips j1o Pi- - BaAJD R DPD ( 1 4Ev.) Tc;T 4gE A 4 c_ K. o fi _By EA.34,06e•e_ eef ddW Al /J.ntie4 o Zrs /6 Pear Ctseffs.0s F'e -f R ecd B -ro -p4 0K _ A]d ' n IV /.re ° , - 0 L ,Sc_At 0K Le Ely o o K 8 A4.575 Df_.____,le/ .E O L - - PI-14r L.ot.irr°,tiriek- /72-1A. e) K. OF,c 1 /4 5.,r.4rr'G kr 0 5 J I4 S t sr7P' ! - -- 4 - 62.Ao /114. es L, o n /PQ .F o e/ QV. V. .4v-r44 ter- 4 O K Lor f /�u woes_ 0 K f /cu O6O4‘.9e7•Ni,hit.•.vc,) 0 Is / . .---,40/03.(-- N f A .rer 3 iepc a ,,, G...o lQicr 0 k L e T AtE.sS , R c-AJ Ai /is/.e K N/4' C L d s c.., 2 E 9 '4 Debl c.AT /oN G "g Ps o 14 t' a DES / .eo. ST I Ps ? . O .Oeveo ifoAle 14 R C ST F..1E40T C ✓c v c.c-+■ ©t CI 0 K— � /.c - ,P-Niks fiPt1 N/a 1, - E' ,f) N l A' R/4./ 49 ic.4r / 0N_ PER ? - ? 3 "87 Int re. o D - o IL DA'.4 LA iuts,uac. 6 Fi...oc' D / pa) 4F, o re A 'JC € id/ Pc /[d DOC. ft#'s Ple14.J ar oA PeeV .4r - leo+tip Wi41P Allw.en A o 4_ 4wueRs :12vD DEc S k 1 P r 9 N / 1 (\ ' O C. OwA4cfese+tps Ho A, p Pi--•4 's SO Na 5.1 &'eo .R r jt16iNE&t .- v. Cc- - C O u AMPAD EFFICIENCY® 23.000 23.OGF 50 SHT PAD 4�0 SH1. 01S ■ ■ Date Time . J� v WHIL�� 7UT E E O l�F of Phone Pz Y- Oa9fl v Area Code Number Extension TELEPHONED PLEASE CALL CALLED TOSEE YOU WILL CALL AGAIN WANTS TO SEE YOU URGENT I RETURNED YOUR CALL Message � .% V V Ow 0. Mot 1.- AMPAD EFFICIENCY® 23.000 23.OGF 50 SHT PAD 4�0 SH1. 01S ■ ■ Farmers & Merchants Bank North 25 Mullan Road Spokane, Washington 99206 RE: Heritage Court Plat Number: PE 1461 Dear Sir or Madam: JS:sla /0016p cc: Ed Krienke, Rose Realty '.6m , sly' PUBLIC WORKS DEPARTMENT OFFICE OF COUNTY ENGINEER RONALD C. HORMANN, P.E. COUNTY ENGINEER SPOKANE, WASHINGTON 99260 -0170 Please be advised that the Irrevocable Letter of Credit No. 91187 issued by your company for roadway improvements in the above- mentioned plat, in the current amount of $17,500, may be reduced to $3,160, the amount to retain. Should you have any questions, feel free to call our office. Very truly yours, Ronald C. Hormann, P.E. Spokane County Engineer v . April 22, 1988 rry Sims Plat Inspector Public Works Building / North 811 Jefferson Street / Spokane, Washington 99260 -0170 (509) 456 -3600 Inter- office Communication To From Subject OFFICE OF COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON , C-,19 Date /1 -t l 7 8 �7 1 v o _&.x ✓�� AE. /4 / ,tzeg..4 E . .1_ 0 -1 (e_er et* t-40--4_t- Xed.,e5 24---o 844v a „.,1 /2-t,n-r_AJ Form 327 -C .R LA I I Le_ S. a 1,C.u� _176: + 4k � O k -6 ti¢ `' c' 2.a j 7�'c r"J e S 2 3 4 5 6 Date 4-- i e--se Inspector - 7/ - 2r) fr -, 1../d Weather 7"�. -„p :575 ,,6:: ,n /r/ Time Charged Contractor thx's Day -1/2 or 1 Other County Personnel Contractor Personnel Classification 1 4 . tf, OFFICE OF THE SPOKANE COUNTY ENGINEER NORTH 811 JEFFERSON SPOKANE, WASHINGTON 99260 509 - 456 - 3600 D µ- -L ur 1 2 3 4 5 6 Equipment List Project Na me kfr7' - t Cc2(/i Project No. RP /RID Report No. / Contrac or and /or Sub(s) C Hrs. Used Diary Section / Comments: /- rrt�P S �< S'/ F ' ct; "o le/e e1C-) 5V'C < c=le r •e-' J am ' f -�� F C/ rl' t' , . Number C C,/ .' ` - 4 ") C! /�! 1 's=•• •7 -- Z: _S Standby G ! ‹/E4 h I , - , s 2 r c r : / Z / 3 ) 6 44licily INSPECTOR'S SIGNATURE v g/ /ki tfr4 41sW, rI dr re cv/ C ) RQ.1 -, oVc a1---c! mo o /cC dr c.(ce./ C cif-4 c/vtp q-e- f SPOMANN COUMTV COURT MOUSC Farmers & Merchants Bank North 25 Mullan Road Spokane, Washington 99206 RE: Heritage Court Plat Number: PE 1461 Dear Sir or Madam: Please be advised that the Irrevocable Letter of Credit No. 91187 issued by your company for roadway improvements in the above - mentioned plat, in the current amount of $31,600, may be reduced to $17,500, the amount to retain. Should you have any questions, feel free to call our office. JS:sla /PL6Bonds cc: Rose Company - Heritage Court (. r f 7 Q : I 1� Di ' PUBLIC WORKS DEPARTMENT OFFICE OF COUNTY ENGINEER RONALD C. HORMANN, P.E. COUNTY ENGINEER SPOKANE, WASHINGTON 99260 -0170 Very truly yours, December 3, 1987 Ronald C. Hormann, P.E. Spokane County Engineer Jerry Sibs Plat Inspector Prihlin Wnrkc Rt,ilelinn / Nnrth R11 .lofforcnn Stroot / Snnkano Wachinntnn 98760- (117(1 (.5091 4561 -3600 Inter - office Communication To T a m OFFICE OF COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Date A( 11 4 > 1 / . e C Y ( P l "7�(D / From Subject W`e 1,6JL p ‘ T /uS / A/ I ,4,- (Dey aie / /.s A,e JA✓ y ��, �_ lL iti !.5 //'j C.' �J'h� ( r 7,ex do (917 45rf' f , d� 414F /4) - Form 327 —C R. , 19_67 HERITAGE COURT REDUCTION NON STANDARD DRAINAGE ITEMS GRADING, SURFACING. CURT. & SIDEWALK NON - STANDARD ROAD ITEMS Es fJt NI ID E; +._► I MIA NAME JS to trE 11/=0/87 DRAINAGE ITEMS UNITS QUANTITY TRICE COST 1) Drywell - Type A EA. 1 1175.00 117.50 2) Drywell - Type B EA. .2 1435.00 287.00 3) Grate - Type 1 EA. 300.00 0.00 4) Grate - Type 2 EA. 320.00 0.00 5) Grate - Type 3 EA. .3 3i0.00 93.00 6) Backfill For DW CY 11 9.00 99.000 7) Concrete Inlet EA. 520.00 0.00 8) C.M. pipe 10" dia. LF 12.00 0.00 9) C.M. pipe 12" dia. LF 16.50 0.00 10) C.M. pipe 15" dia. LF I8.00 0.00 11) C.M. pipe 18" dia. LF 21.00 0.00 12) Precast Manhole EA. 1435.00 0.00 13) Solid Lid EA. 300.00 0.00 14) Ditch E:: cavat i on CY 3.3 7.90 26.07 15) Sod SF 1705 0.50 892.50 1) 0.00 2) 0.00 3) n.00 4) 0.00 5) 0.00 6) 0.00 DRAINAGE SUBTOTAL 1515.07 16) Monument= EA. 2 140.00 280.00 17) Barricade LF 20.00 0.00 18) Street Signs EA. 1 75.00 75.00 OTHER SUBTOTAL. 355.00 19) Rough Grade CY 58.98 7.90 465.94 21) Top Course CY 294.9 10.60 3125. 94 20) Base Course CY 10.60 0.00 22) A Concrete Tons 302.3 37.60 11366.48 23) Curb Type A LF 116.38 4.25 494.62 24) Curb Type B LF 5.20 0.00 25) Curb Type R LF 5.20 0.00 26) Sidewalk SG YD 13.00 0. 00 1) ).00 2) 0.00 3) 0.00 4) 0.00 GRADING AND SURFACING SUB TOTAL 15452.98 btAt ro GRAND TOTAL 17323.03 AMOUNT: $31,600.00 TO: Gentlemen: IRREVOCABLE COMMERCIAL LETTER OF CREDIT Spokane County West 1116 Broadway Avenue Spokane, Washington 99260 NO . y / /cf; We hereby authorize you to draw on the FARMERS & MERCHANTS BANK in Spokane, Spokane, Washington, a draft up to THIRTY -ONE THOUSAND SIX HUNDRED AND NO /100 DOLLARS ($31,600.00) for the account of ROSE COMPANY INC. - HERITAGE COURT. The draft, drawn under this Letter of Credit, covers: The assurance of the completion of installation of roadway surfacing, including grading, gravel, and paving, storm drainage, drainage ponds, and other work as is incidental and related thereto in accordance with the drawings and specifications as submitted to and approved by the County Engineer's Office and is to be accompanied by the following documents: Written request by the Spokane County Engineer's Office to FARMERS & MERCHANTS BANK at East 10808 Sprague Avenue, Spokane, Washington 99206, indicating non - completion of all or any of the above improvements and that amount of money required to complete such improvements, up to the amount of $31,600.00. 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 dully honored upon presentation at the FARMERS & MERCHANTS BANK in Spokane until those improvements have been completed to the requirements set forth hereinabove in which event written notice will be given by the County Engineer to FARMERS & MERCHANTS BANK. Drafts drawn under this Letter of Credit, must bear on their face the words: DRAWN UNDER FARMERS & MERCHANTS BANK IN SPOKANE CREDIT NO. 9 /l 7 DATED 9 - // FARMERS ,& RCHANTS B K eV PROJ HERITAGE COURT NAME JS DATE 9/02/87 DRAINAGE ITEMS UNITS QUANTITY PRICE COST 1% Drywel l -- Type A EA. 1 1175.00 1175.00 2) Drywel 1 - Type B EA. 2 1435.00 2870.00 3) Grate - Type 1 EA. 300.00 0.00 4) Grate - Type 2 EA. 320.00 0.00 5) Grate - Type 3 EA. 3 310.00 930.00 6) E+ackf i l l For DW CY 110 9.00 990.00 7) Concrete Inlet EA. 520.00 0.00 8) C.M. pipe 10" dia. LF 12.00 0.00 9i C.M. pipe 12" dia. LF 16.50 0.0(1 10) G.M. pipe 15" dia. LF 18.00 0.00 11) C.M. pipe 18" dia LF 21.00 0.00 12) Precast Manhole EA. 1435.00 0.00 13) Solid Lid EA. 300.00 0.00 14) Ditch Excavation CY 33 7.90 260.70 15) Sod SF 1785 0.50 892.50 NON STANDARD DRAINAGE ITEMS 1) 0.00 2) 0.00 3) 0.00 4) 0.00 5) 0.00 6) 0.00 DRAINAGE SUBTOTAL 7118.20 16) Monuments EA. 2 140.00 280.00 17) Barricade LF 20.00 0.00 18) Street Signs EA. 1 75.00 75.00 1! 2) 3) 4) GRADING, SURFACING, CURB, & SIDEWALK NON - STANDARD ROAD ITEMS i JQ`•J. E=ST I P i( TE OTHER SUBTOTAL 355.00 19) Rough Grade CY 589.S 7.90 4659.42 21) Top Course CY 294.9 10.60 3125.94 20) Base Course CY 10.60 0,00 22) Asphalt Concrete Tons 302.337. 60 11366.42 23) Curb Type A LF 1163.8 4.25 4946.15 24) Curb Type E+ LF 5.20 0.00 25) Curb Type R LF 5.20 0.00 26) Sidewalk SO YD 13.00 0.00 GRADING AND SURFACING SUB TOTAL GRAND TOTAL 0.00 0.00 0.00 0.00 24097.99 11* � O 7 1.19 PROJECT NO.- FE1461 DESIGNER- JS PROJECT DESCRIPTION- HERITAGE COURT ITEM STREET # 1 NAME- 9TH AVE LENGTH - 515 FT. WIDTH- 36FT. BEGINNING STATION = 0.00 ENDING STATION = 515.00 TERM #f 1 : CROSS STREET INCLUDED EW 8.00 PW 24.00 SK 0.00 RAD 20.00 TERM # 2 : CUL -DE -SAC STANDARD PERM RADIUS ` 45.00 RADII = 20.00 SURFACE AREA- 23887.90 S.F. ROADWAY EXCAVATION .67 FT. 589.8 C.Y. CRUSHED SURFACING TOP COURSE .33 FT. 294.9 G.Y. CRUSHED SURFACING BASE COURSE 0.00 FT. 0.0 C.Y. ASPHALT CONCRETE .17 FT. 302.3 TONS CURB EXISTING 0.00 FT. PROPOSED 1163.8 FT. TOTALS ROADWAY EXCAVATION 589.8 C.Y. CRUSHED SURFACING TOP COURSE 294.9 C.Y. CRUSHED SURFACING SASE COURSE 0.0 C.Y. ASPHALT CONCRETE 702.3 TONS CURB 1163.8 FT. STREET QUANTITIES DATE- 9/02/87 MEASUREMENT QUANTITY PROJECT J/IR/TA(r COURT Item # Drainage items Units Quantity Price Cost 1) Drywell — Type A 2) Dr ywe l l — Type B 3) Grate — Type 1 4) Grate — Type 2 5) Grate — Type 3 6) Backfill for DW 7) Concrete inlet 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 Page 1) 2) 3) 4) 5) 6) 7) 96/4 EA EA EA EA EA CY EA LF LF LF LF EA EA CY SF BOND EST FORM NAME 33 1 Std Bdl Dwl Conc Dia Dia Dwl Dwl BRF Inlet Pipe Pipe Pipe 1511 0k PI LL _ - w i t ()La e° AL e L s / DATE 9-a 4 " / d , -t.. Y< x3 = )7e5 fta d 1 LX• _ 1 - )8 2 5 R V; -- a' 7 '_ 3,3 Dia OTHER Transamerica Transamerica Title Insurance Compan. Title Insurance Services North 720 Argonne Road Spokane. Washington 99212 (509) 922 -2222 Certificate for filing Proposed Plat of "The South Half of Tract 149 of VERA" Rose Co. E 9611 Sprague Gentlemen: 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 South Half of Tract 149 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: ROSE COMPANY REALTY, a Washington corporation EXCEPTIONS: 1. General taxes as follows, together with interest and penalty, if any, after delinquency: Tax Account No. Year Annual Billing Amount Paid Balance Due 23543 -0802 1987 $537.52 $269.26 $269.26 23543 -0803 1987 $321.44 $160.72 $160.72 2. Any assessments that might be levied by Vera Irrigation District No. 15. CERTIFICATE TO PLAT Order No.: GD- 137455 a33NIJN3 ILIN1100 3NVN0dS L861 6 0 lnr 011133321 3. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: Grantee: Pacific Northwest Bell Telephone Company, a Washington corporation Purpose: A perpetual easement to construct, operate, and maintain underground communication lines Area Affected: over, under, along and across W. 5 ft. of S1 /2 of Block 149 of Vera, with right of ingress and egress. Dated: October 15, 1975 Recorded: November 14, 1975 Recording No.: 7511140156 tnnnrin„c.r11 4. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: Grantee: Pacific Northwest Bell Telphone Company, a Washington corporation Purpose: A perpetual easemetn to construct, operate and maintain underground communication lines Area Affected: over, under, along and across W. 5 ft. of N1 /2 of S1 /2 of Block 149 of Vera, with right of ingress and egress. Dated: October 15, 1975 Recorded: November 14, 1975 Recording No.: 7511140157 5. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: 6. REAL ESTATE CONTRACT AND THE TERMS AND CONDITIONS THEREOF: Seller: Rose Company Realty, a Washington corporation Purchaser: Himalya Homes, Inc., a Washington corporation Dated: June 25, 1987 Recorded: July 7, 1987 Recording No.: 8707070219 Records examined as to July 7, 1987, at 8:00 a.m. kc Grantor: Trustee: Beneficiary: Amount: Dated: Recorded: Recording No.: Affects: by: Gil Doddri e Title Officer Order No. GD- 137455 Page 2 CERTIFICATE TO PLAT Rose Company Realty, a Washington corporation Transamerica Title Insurance Comapany Farmer & Merchants Bank of Rockford $27,000.00 June 22, 1987 July 7, 1987 8707070218 N1 /2 of S1 /2 TRANSAMERICA TITLE INSURANCE COMPANY CC: County Engineers County Planning Dept. Simpson Engineers • ••• ••...1••••.. • maw ._ KNOW ALL MEN BY THESE PRESENTS: •N Nog ••• .444.x1 t.N.•••••••• •••••• w•.o• • .00Y* •••••••■•••• •N 4••••••40 ••••• •••••• • ••••••• 14.41(./ TO •4C19.4 N00, ...t •W •••••••••4 CO••••••. • •Y•..O1N 41.0• M•.• a •,• s•et•.o.• •.. a4 .IN .•.t. ru• ••.. t >• R41.. C■••••CT, O•s..n ••a sw•ta.• 44004 1. •.:0 ... •••• • •••••C• ••• •4N :_:.It at'4L' Yi rZ•+i .\1G1211LY 1./NES .H• Tri*a CANN. ••••••• ••• ••■•11•••••• *rT.CT00• •••••• r •N •••••14 0.. •••■ •.•4 a Teel •4•4004. 4N. 441••1. ••Y 444 •• Nx0 •0 •• ••/0W •••••••• ..•.1.1 4.•r. - • • • VEAL NL CON* a. 1 :./0 . .1 , 2526 2 ; = WIMP e ` �y1 � rj/J y ∎••• 1 4 00 416 Occidental ><w 3.. Seattle. YA 98101 - - - .••••a •.5,4 •r a.. 1••• NV. •4 ••••• •• •■• •ns ..•4.•• To .•• 4•NN r.o. 00.4 NO.NN I. .•. ••• ••••••• •••• 0 NN P•••••• Y. TO .4.0.4 *0 Yt •.•4. a•• O• ••••• t . 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Page. lwc•ted t• the Ne rttrrst Quarter of tat '..rta•sst Quarter of the Sssthwest Quarter lthA•IWI of • 5••ctt :•+ 23, 1•oaship 25 North, ftaege 44 Fast Y,a. •1•.s rY.�*• :r•iNh.041 400 .0•, N • - c �JLZ•� • _ Inf. 23360 7511140156 FILED OR RECCACED REDCtSTCF Pacific NV Bell Nu 14 II 3411115 • o. ••• ••• ..•••....4. 4•••••• w*o.. •.._, w td. SJmplo,42 A.•loA rj!LL4_ N't rt 2 t +ti1EE _ -- - w •t ••••• •• H ••• ••••••••••-•3.- 04.4..000 N ••• Tyro 0.4Crr•• 044 0.001• ••• •0••40••• 0010*. •••• ..4 ••••••••NN•• TNT , • j/ •••••• ••• ••• •• IRdi NN .•• •04M/Y• 4C• u0 Ms. yob 7.1 •••• ••• **NON T.•..•• ogoO4 //T� �sQ•s 4.o . 40•4• •, 0.44 4N v,cu. w4 1.•• .�Z •., O. h•A.��J*G�•. 41001 NONNI r NO NO T.4 s r(1.. 247 MEL 1411 v 6.•i •••••..• ..• 1.•.a..• • NEN •••• x: , 11140157 KNOW ALL MEN SY THESE PRESENTS: •a .04. ••• ••••••44 ••••••••••• ••4..•/ •.41100 .• •40(•• cC•oaociacoOL •1.0 UNt•••a+ta 04.411. 004.05 • .10•001••• 14a4•t.1 ro T4.C•.•C *0 0.14, T *4VKr4 CO•••.. 4 0r••NTT.. CO• o4io►?ONC 050 ••••••10.1 44.0 ••1.00• ./T•1 •r • a.. .0 •We. 40 11.444.4 w Y1••••• *.01/rt. •••••10N/. ••••• .40.11 ••• •••• ••• • lINVCtlI:A.4V 4 Li:.r$ 10110 0.0(0 Cs. a ••••I •N ••• a 0114040.41 afa. ••• Y tN •••••■• ••• too. •••• f0 TI.. NNW, 4100. •444.115 0••• •••• C• 4..040 ••• ••••••■• �4at.,41 •••••••• / 51'1.•.%t. CO40•r. •Tar. Cr __• +1,j.S:WA• 111..01(0 ••j o .✓ • ir< .514. 14,...)261. WI••1.0. The best (x) F1Te (5) feet of the Yurth halt (.57 of the Sib ta'.t of Block 149 of the Plat of Vera es recorde4 fa the Sat•s;nc Co4.c;y Amain's' coca u or Plats. Page 30. Located la the Nurth.4st Qaarte: cf the ti :rtb.•e,t Quarter of the Southwest Quarter :Vn cf Seeti.t 2 . Tounsht? 2= North, Range 4.1 East 4.1. FILED OR F.ECCIME3 1 tEQUES7Cy Pacl : :c 14 II 34 AX '75 Wm', • • .6 Oeelder.:el Ave g Seattle. 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Narrhanla flank i• ea iii In f l I. nn fn.fter inl'pawl •1...11 1.n nhar.t..P nn Lhie ennt•art. No prnfil nr rivet bend I. fn lie taken l.y 5n1 1.r lint it l.h. Irvin at Farmer! i Merchant flank i• ow 14 in f an.! nn w,nni •h. II 1.0 palel In flan gniInr rrntw *Ian Ivan 1•rrw•onelx fnr w+lk •nnr by thnw. The q.khr* balanr* of thi• Cnntrnr•I is .Ine nn nr •..f•r.. n,•tnh.r 1I, 1gan or within 74 wnnthr of f It• final flint arrrnynt. whirh..n•r i• la►,nr. Th• rtlr,1.naPr MAY pay I.hn rein. rnet earlier with nn pnnaity and rnr.ivp the. rpwtainlnq P•••.114. t'h• 'nit f • I •lawn paywnnt Anon not' •11.1 Ava h. .teed r.l.n.n prnv i • 1 nn • The f inal pin! .i•prnval i . fs rthii ronlran, nu Ike dale when All •..inirnd plat rinrnww.nt• urn fil.rl And aerep /..1 by Stw.kAnr (- minty, a1I Iw•i•rnyew.enlq are tv.nri.•d, plat iy TIM epprnvp.l. IniII.!I..ii poi Mil in ate r•hlainal.lr arwi I.Inpnrary rnwnrVil AVailal•le for cnnnt rnrl Inn itIi 11.napit . n -rt .. . ••••••• I ....- •raragrap• In. in Ph,. .v.nL Ii,. Srll.r .Ipclw In fnrf.it rt•rvb,. rt'w right •, fluor forfeiter,. rrnr.alnr will hn anv•rn.l by Ihn Oral rs►atn 1'nrfni• ,,rr Ar.t P.r.w AI.In and tan Caller 'my r••lnitn aq part of ►hr rnrn .,f .!.'/we payw..nt of r. attnrn.y■ Iona and rn•1• to inn 1vide 1 it in In•nranee prr•wima, nervier and printing of not Iraq• pnh- 1 i••at inn, r..rylna pawl• •rid r••r•nrdinn. if:. 'htr `hi id7/ • y ,+ _ . ... .... .a .. • . • 1 t - .� - CO .zs )RANSAMERICA TITLE INSURANCE COMPANY NORTH 720 ARGONNE ROAD SPOKANE, WA 99204 . N r 1 I I E-1 GNTf4 - - wiz. E - 1 ...c , W I I IWI Porn is made lately S w e y (rir the mimosa of assisting 111 in locating su0 pre razes all IMF compare) sssumq rq wbdrt! for vanay.,ns, d any, in OImenarons sad 1 qe ThrIll , orrria. /ad hr a. hr d auhcy s , (,t ...i /zi Ly ilo- -(„3 Gc.`.61. � sg (s b 3. 1. \47 72. 1 N z V FROM ANGLE DIST NORTH FAST TO ----------- AUTO INV CENTERLINE 9TH AVE PE1461 8/27/87 ***** START 2737.38992 1O00~46684 2 2 INV S 0 01 12.0 W 506.4000 1830°98995 1000.29007 36 76 INV N 89 59 15.0 E 515.0000 1831.10230 1515.29006 77 LAT & DEP -0.00697 0.0()282 37 H[LOSE S 22 00 23.4 E 0.0075 1831.09533 1515.29288 26 FREC=1 TO 175781 NO AREA FROM ANGLE DIST NORTH AUTO INV BLOCK SIDELINE PE1461 k ** START 12 INV S 89 58 32.0 W lc INV N 0 01 12.0 E INV CURVE RADIAL N 89 58 48.0 W DELTA 89 58 03.0 RT RAD 20.0000 TAN 19.9887 L -ARC 31.4046 RADIAL N 0 00 45.0 W RP 20 CHORD N 45 00 13.5 E TANePT N 09 59 15.0 E 22 INV N 89 59 15.0 E INV CURVE RADIAL N 0 00 45.0 W DELTA 52 01 12.0 RT RAD 15.0000 TAN 7.7192 L -ARC 13.6188 RADIAL N 52 00 27.0 E RP 23 CHORD 8 64 00 09.0 E TANC'PT S 37 59 33.0 E INV CURVE RADIAL S 52 00 27.0 W DELTA 284 02 24.0 LT RAD 50.0000 TAN 39.0762 L -ARC 247.8717 RADIAL N 52 01 57.0 W RP 25 CHORD N 0 00 45.0 W TAN@PT 5 77 58 03.0 W INV CURVE RADIAL S 52 01 37.0 E DELTA 52 01 12.n RT RAD 15.0000 TAN 7.3192 L -ARC 13.6188 RADIAL S 0 00 45.0 E RF 27 CHORD S 63 58 39.0 W TANePT S 09 59 15.0 W 29 INV S 89 59 15.0 W INV CURVE RADIAL S 0 00 45.0 E DELTA 90 01 57.0 FT RAD 20.0000 TAN 20.0113 L -ARC 71.4273 RADIAL N 89 58 48.0 W RF 30 CHORD N 44 59 46.5 W TAN @PT N 0 01 12.0 E 2 INV N 0 01 12.0 E 77 INV N 89 59 15.0 E +4 INV S 0 00 50.0 E 8/27/87 628.9000 117.7000 28.2762 409.7900 17. 1558 61.5386 13. 1558 409.7400 28.2923 116.9900 628.7100 324.160n 1668.96994 1668.70163 1786. 00 162 1785.99464 1805.99464 1806.08404 1791.08404 1800.31741 1831.09533 1861 .85605 1871.08427 1856. 08427 1855.99488 1875.99487 1876.00186 EAST 1667.13704 1034.27710 1034. 27804 TO 12 19 20 1054.27804 21 1054.27368 22 1464.06367 23 1464 . 06694 24 1475.88831 25 1515.29288 26 1475.87488 27 1464.04949 28 1464.05276 29 10 54. 31277 30 10 54.30841 71 1034.30841 32 1992.99185 1034.34924 33 1993. 12901 1667.05923 34 1668.96902 1667.13781 35 LAT & DEP 0.00092 - 0.00077 75 HCLOSE N 39 59 45.0 1 0.0012 1668.96994 1663. 13704 12 PREC =1 TO 2486968 Area= 174172.26sy ft 3.9984ar_re5 FROM ANGLE AUTO INV FLAT BOUNDARY PE1461 * * * ** START 12 INV S 89 58 32.0 W 13 INV N 0 01 12.0 E 16 INV N 89 59 15.0 E 17 INV S 0 00 50.0 E DIST NORTH EAST TO 8127/87 1668.96994 632.9000 1666.69992 32 4.2900 1992 .98990 632.7100 1993.1794 324. 1600 1668. 96795 LAT 4< DEP 0.00199 18 HCLOSE N 42 24 28.6 W 0.0027 1668.96994 PREC =1 TO 709376 Area- 205170.84sq ft 4.7101acres 1 663. 13704 12 1030. 23710 13 1030.35030 16 1667.06028 17 1663. 13886 18 -0.00182 1663. 1 7704 12 FROM ANGLE D I S T NORTH AUTO INV BLOCK BOUNDARY PE 1 461 8/27/87 * * * ** START 1 INV N 0 01 12.0 E 13;7.3900 2 INV S 90 00 00.0 E 2650. 0500 3 INV S 0 06 54.0 E 1335.1400 4 INV S 89 57 05.0 W 2653. 1900 1000.00000 2337.38992 2337.38992 1002.25261 1000.00158 EAST TO 1000.00000 1000. 16684 3650.51684 3653.19663 1000. 00 LAT & DEP - 0.00158 - 0.00759 5 HCLOSE S 78 15 02.0 W 0.0078 1 000. 00000 1000.00000 PREC=1 TO 1029078 Area= 3543266.92sq ft 81.3422acres FROM ANGLE _ AUTO INV TRACT 149 OPPORTUNITY * * * ** START 10 INV S 90 00 00.0 E 11 INV S 0 00 50.0 E 12 INV S 89 58 32.0 W 13 INV N 0 01 12.0 E _ DIST NORTH PE1461 8/27/87 2317. 38992 63 2.5200 23 17.38992 648.4200 1668.96994 632.9000 1668.69992 648.6800 2317.37988 EAST 1030. 45986 1662.97986 1663.13704 1030.23710 1070.46353 LAT & DEP 0.01004 - 0.00367 14 HCLOSE N 20 05 15.3 W 0. 01 07 2317. 38992 1030.45936 PREC =1 TO 239743 Ares= 410346.01sq ft 9.4202acres TO 1 1 10 11 12 13 14 10 O F F I C E O F C O U N T Y E N G I N E E R Spokane County, Washington TO: Date: FROM: CT • N E LS OAi SUBJECT: Standard Drainage Language for the Dedication on 512/6 7 ` ?2 , 19 \TACrE Cr. P.E, /it 6 / 1. The owners of Lots _, , _, & , of Block _ and Lots _, _, _, & of Block _ shall be held - rsponsible 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 :irainage course on private lots within drainage easements or floodplain areas not 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. The lowest floor, including basement floor, for any structure shall be constructed according to the requirements of the Spokane County Flood Zone Ordinance in effect at the time a building permit is issued. 5. An approved lot grading plan exists for Lots , & _ Block _ and Lots & _ Block _ Grading must conrora to said plan on file in the County Engineer's Office. 6. Spokane County shall not be responsible to maintain ingress or egress across the flood plain area. 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, maintaining, or operation of stormwater control facilities. Drainage easements, as platted and shown hereon, which are 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 right - 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 approved plans. 9. A statement must appear in the dedicatory language of the plat that individual driveway access permits be required prior to issuance of a building permit for driveway approaches to the County road system. This approach shall be constructed in accordance with the approved plan on file in the County Engineer's Office. JAMES S. BLACK & CO., INC. PAY 500 COLUMBIA BLDG • SPOKANE WASH 99204 PHONE 1509 838.2511 JAMES S. BLACK & CO., INC. 1 'O THE IIIDER OF • SPOKANE COUNTY ENGINEERS SPOKANE MAIN OFFICE OLD NATIONAL HANK OF WASHINGTON •POKANL, WA•MI■OTON 2116 is 1. $ � 0 a�I +oaf: 11'0 176540 1 : 1 2 5 1 0 0 0 3 1 . 0 : 0 0 1 5 • 1 1 0 8 0 • • • DATE 8 -15 -84 DOLLARS - 8K808 RECEIPT Dore_ — .4e 7 7 19 ' 8541 Received From Address__ Fur._ _Ei F:e AC000NT A.++' OF AC: -JUN1 CASH 4 M PAID CHECK BAI ANCE MON!! _15 F cc Dollars $ Qom.- C U-e-2 2.•2 Q- JAMES S BLACK & CO. INC kai y '- 147 � r 1t 3 No. 17654 NUMBER 1 7654 18 3 1251 $ 360.00 TO: Gc.ry 1 V ' San P. �. 5pokrinG co• f rising Cr v SUBJECT: S- f 5 -M ` H f C� --*) Y'� � + P rYr f C -_ s t ('t> > r'1 c- � (Ecieire,), C4� C� r� a y c �� J � DATE: 8 / 7 / B ¢ � \ cif L,..ci rA , .. +...• ;1 r 1- .... i--i ! 9 co :1 ►' i -iO - Me, - - ! A 1 C Co —.—+ 4 , f nc° -r. 1`, r el( Lc d Et.,-_,-- r -c- Soil t r Ic.-.q L..I 46 A d r te, n, t c .,I L V (0. 4 (ur r. CLAI SCE E. SIMPSON ENGINEER ■JC. CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road Spokane, Washington 99206 Telephone: 926 -1322 Signed C P\1 . To +. Pkr Ca. H O," Sea r Dnvet✓at S O. , moo-- 1 --Gl LI L' floc' 12_0 O r_►� , , C S - O.80 Ova -r 1aI r, i EL) es-0 rrr d So�`FL Dry ek3 CG ( c,..)14+1 on s •0r +11 sI de_ 01 roc j} 7C. • 4 70 6; /Goo 29, 4-00 -C+ 7s4o -F} 9600 s id of rood S." 8, 800 -f 2 7, 5 Go 9 600 WQ� c, h Te C •.17, 1 6o fi - 9 - 12, 2.40x -1 ! , 6 ( 6 / Z 9 4 � d C O . S 7 11,t(..0 v.9 4- 1,E 40 x. I 15 608/5 8, 800 C = C. 3 3, 0. scr C 444- 11 z2_4- Arco_ C -1 4+50 1O Qhd cJ1 .8 SAC paJC recx.. Hoy sts t LI-we .MV1 Lawn L: SOS ( DyC■(Or,o L_ 1 4o D, rcL = a. so °lo 4-+ Sc ) 1- � ovse.s t D rtL.) c ! ( 2 O 40 11.D GL, o.8en '!o +y r2c,. Qin C OVC El ea r S ouT� 13o a 0 cv c sa c 1 V 1700 3 �_�0 C. ,., Nor -4'1' side) s i o o +1 Wei I C 3 700 32.0 90o x. 9 = Z Zoox. I C430/9/00 = 0.70c 'C. = 0.7 1 so.*L side_) t , Ne. 1" -re Q c900. .9 2- =. 5 x• 1 Co83"'1312- 5 C = O• sz es cr • Z1 �.4 X430 IIZ9Z 7////84 Cd DATE = 7/12/84 DESCRIPTION = EVERGREEN SOUTH (11292) SUBAREA 1 = .6749:1 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .57 TOTAL AREA = .674931 ACRES COMPOSITE RUNOFF COEFFICIENT = .57 OVERLAND FLOW VALUES Ct = .15 L = 50 N = .4 S = .008 CHANNEL FLOW VALUES L = 400 Z1 = 10 Z2 = 10 N = .03 B = 0 S = .008 TD = .278 COMPUTED VALUES DUR = 9.48 I10 = 2.7.7 010 = .91 OA = .92 RATIONAL FORMULA HYDROLOGY DESIGNER = M PHILLIPS BASIN A DATE= 7/12/64 DESCRIPTION= EVERGREEN SOUTH (11292) SUBAREA 1 = .674931 ACRES TOTAL AREA = .674971 ACRES COMPOSITE CURVE NUMBER = 90.00 BASIN INPUT DATA CALCULATED VALUES TABULAR HYDROGRAPH HYDROGRAPH DESIGN S.C.S. TR -55 METHOD DESIGNER= M PHILLIPS BASIN A RAINFALL = 2 INCHES HYDRAULIC LENGTH = 450 FEET WATERSHED SLOPE = .8 PERCENT TRAVEL TIME = 0 HOURS S = 1.11 Q = 1.09 INCHES LAG = .13 HOURS Tc = .22 HOURS HOURS RUNOFF IN C.F.S. FITt 11.0 .03 22.61 11.5 .05 46.22 11.70 .22 194.99 11.80 . 55 473.07 11.90 .67 755.22 12.00 . .74 644.30 12.10 .51 445.56 12.20 .31 269.66 12.30 .21 185.73 12.40 .17 146.93 12.50 .15 126.24 12.60 .12 107.88 12.70 .10 88.30 12.80 .09 77.14 12.90 .06 72.17 13.00 .08 68.58 13.2 .07 56.97 13.50 .06 49.39 14.00 .05 40.19 14.50 .04 34.00 15.00 .03 29.19 16.0 .O' 24.00 18.0 .0: 18.00 20.0 .0: 14.00 SUBAREA 1 RUNOFF CURVE NUMBER = 90 .1/11111 I.1111 1.1.11 !II 1I1 III 41 111111111 11.112/11 .11.1.•11'1,7; /11 1 111111.• ill 1' ./ 11-1111111 11111 ill .1 1 I. 1111111 11'111:1.1, ,111111/1.1. 11111.1,11 1.1 - 1 ; I , 1 1.1 1 . 1.1 I. 1 1 1 1 I .1 1 I. 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' 114 2 ' 4'21112, 111111 •. 1.11 I. 1.1.11 .4444., iiim - .1 .1.1111 • II,' •■., I lit.. 1 • 11411-I: u..11421 ...t11 1., III t .1 II t.,51 I. ./ 1 r 1/1. 1 /1 .411! .,/,:•,/, ill.; • '.1. • 1 . 1. 1 ••:• 1; : III . I .444 1,4. ...II II ,1224,,t z it.. i. 11174 III .11 It ..41,,..1,,,,, .,:, 1,.1,7 ,.; 11..11,71 1111. 'I. '1:1'.• I• 1111711 4 'IMP, 21111, •1.• I I. II .1 1..11.1 • • 4 111 1 III I 4 1 11 I 111' •I!!111 I 1j.,•! 11 I I'll 42 12 II 1111 'II/ 1..1 11:1 1 ttlii :I !II 4 III •.111• .. 4 /. 1•: I IIIII•II '414, 4. ••1•■ - . . -.- ----.- , IL • 'i'tI -__---- 1 :14 .-,-- I 1 • • I 1 :11 • -lit ..... - 11• -- 1 . 2 • 4 4 I 2 : I - . It .._... 1 .. ....._ '; .. 1._,_ '._ 1_ 1 • 11 -- I 4 1T 1- : . I - ! . 2 ! I I 1 . • 1.`4 .., 4144 . , r 4 7 ..:LL -ii 1'•!' - . 24 ._. . I , LL:L 4l'-. 7 . . : : i 1 . • • • • i r • 1 111' I 1;'•• Ili 1 ■1 1 .;.11 1 !I /!111'1' II!". .1 II 4 . : : : . : . , . . : :1.1 . 4. Ii' , 'II •••7 • , ,t;.• -: ill i II.! • :1++ I; 2 'I' • '1'1 2 11 1 •'-' 11" •211 I 1•••• l• • I" 1 J '• ---- - '..] J... ''. • I - . • I 1 . 11 1,1.- it ' -- 1 1 • H / ..... • . 1..11.• ;II " 11, .. . 1 • -1- , . .. 1 / - L • 1 • ---: •• • ! -... ' .,.. • L ; . 7 • - • . - I r-- 9 I(s . . - 1 1 _ . .1 - _ 1 •• ' ' ---- 1..v1 0 -_.-_ • -- - - --- - . • - • • -- .., • . . . .51,3 .7r-i - . •... _____- ___ _I • _ • • , . Ve"/ c?-6,:a, c. c_ .„.....8. . .., . Li 5_5a- "- __.1 Barrt_i________:_. I __1:)..0 Lai:j -, - -- Simpson Engineers, Inc. N. 909 Argonne Rd. Spokane, Washington 99206 (509) 926-1322 • . • 4., 1 - __.... I i l I • Job .Et.,e_rote-e..."7 Figured by .95.5 Date 7//9/89 Checked by ' 4 -4 Date _ . J • • ?Jo - Aro - .o - 720 - -- tab - 790 z J� _ ;eh ' = . . _ 1 1-- • DATE _ :7/12/84 DESIGNER = 'M :PHILLIES °: DESCRIPTION = 'EVERGREEN SOUTH.(11292) SUBAREA '1. 1.349862:-ACRES SUBAREA .1 RUNOFF COEFFICIENT = .33 TOTAL AREA-= '1.349862 ACRES OVERLAND FLOW 'VALUES c = . L = 120 N = .4 S = .008 CHANNEL FLOW VALUES L = 400 Z1 = 10 Z2 = 10 N = .03 B = 0 S = .008 TD = .278 COMPUTED VALUES DUR = 12.15 I10 = 2.05 Q10 = .91 QA = .92 ;'•BASIN "B "RATIONAL!FORMULArHYDROLOG ` • COMPOSITE, RUNOFF'- COEFFICIENT = .33 HYDROGRAPH DESIGN S.C.S. TR -55 METHOD :.:DATE 7•%12/84 =DESIGNER =• M PHILLIPS ;:DESCRIPTION EVERGREEN :SOUTH 1(14292); SUBAREA 1 '_ 1.34486 TOTAL AREA: = •'1.349862 ACRES •BASIN,INPUT'DATA RAINFALL'= 2•. ' 'INCHES :. :HYDRAULIC,LENGTH '520 ,`FEET. 'WATERSHED SLOPE = .:: B `PERCENT• • : TRAVEL.TIME = 'O HOURS` :CALCULATED VALUES S = 2.05 .- Q :_ .70 INCHES LAG .19 HOURS Tc = HOURS TABULAR HYDROGRAPH' HOURS 11.0 11.5 11.70 11.80 11.90 12.00 12.10 12.20 12.30 12.40 12.50 12.60 12.70 42.80 12.90 13.00 13.2 13.50 • 14.00 14.50 15.00 16.0 18.0 120 /1 RUNOFF IN C.F.S. . 03 . 06 .2 0 .45 .81 94 . 80 '.57 .39 . 29 . 19 . 16 . 1 . 12 . 41 . 09 . 08 . 06. • . 05 . 04 . 04- . 03 SUBAREA'1'RUNOFF.CURVE-.NUMBER = COMPOSITE CURVE: NUMBER = 83.00 • FITt 20.81 42.26 133.95 305.45 555.02 639.45 542.4 386.66 ?65.84 195.69 155.79 129.75 106.64 .89.53 79.41 72.67 61.93 51.37 41.19 34.19 30.00 24.00 18.00 14.00 lit fit 111It'il II t11111.11annIMII=WINIIIIMMIIIIMEMLIUMIZIIIIIMENIMIIIIHMIIIIMINIIIIRIMMM 1111 A I 15101111111•1111=111111NIIIIIKIMMMIWIMIMMIIMINESIIIIIIIIIINIMIKEIIIIIIIIIIIIMIUMIMIIIHIIIMMIIIIIIN 111'11'1 1114 1111.1.1eillantinMEIEM111.11141 .sIIIIIMIBMINIU1 I 114114 :- • -i I I • 1 11111111111111111=111112111111111111MIMINIUMIIIISSIUSISMIRESIIIIMIIIIIIRIKEINIINNINIIIIIIIIMIKIMIS MIIIIIIIIIIIIIIRMIIIIIIIMINSIIIIIMMEILIMISMII • • 1.1 I i i t i • i ii.i. 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II --1 - - 7 - ----- - --- • . --- - • . ' ! • i . • , . t ' . , r • ' ' • • 'o,20 0_ /SO /0 / Z 0 /8 b J90 200 - 21 0 , . , ___/29,' . . I I I I I I.; Lea , I _ • . ' F. - -- - -1 -- .--.. - .- • • , . . - . .. . I. '• . . , . 1 I • . • . ....__, - I 9 - • • 9 1 • • . • ' . • , , . • . i • • ' • • 1 . . Simpson Engineers, Inc. N. 909 Argonne Rd. . Spokane, Washington 99206 • (509) 926-1322 • - .4 Job ,F: Lecr.st1 %3c 7:6 7/ 2 9 2. Figured by "R__S.S• - Date '7/21/89 -Checked: by r - • • .:D -1 BASIN C: ' RATIONAL F;ORMULA:HYDROLOGY 'DATE.= 7./.12%84 'DESIGNER N`PHILLIF'S ,.DESCRIPTION = EVERGREEN_SOUTH.(11292) SUBAREA -1'= .208907 ACRES SUBAREA '1 RUNOFF COEFFICIENT .= :71. - SUBAREA ._2` .301309 ACRES SUBAREA 2 RUNOFF:COEFFICIENT.= :52 TOTAL : = ..510216-,ACRES '•COMPOSITE RUNOFF COEFFICIENT = :OVERLAND FLOW VALUES Ct = . 15 - L = 120 N = .4 S = .008 CHANNEL FLOW VALUES L = 140 Z1 = 10 Z2 = 10 N = .03 . B = 0 S = .008 TD = .259 COMPUTED VALUES. DUR = 8.58 I10 = 2.49 010 = .76 0A = .76 '.5977951495C DATE= .7/12/94 DESIGNER= M PHILLIPS '.DESCR•IPTION= 'EVERGREEN .SOUTH ( 11292) SUBAREA 1 SUBAREA 2 = TOTAL AREA = ,,BASIN INPUT `DATA RAINFALL = 2 INCHES .HYDRAULIC' LENGTH 360 'FEET WATERSHED SLOPE = - .8 PERCENT TRAVEL TIME = 0' HOURS CALCULATED VALUES TABULAR HYDROGRAPH HOURS 11.0 11.5 11.70 51.80 11.90- 12.00 12.10 12.20 12.30 12.40 12.50 12.60 12.70 12.80 - 12.90 13.00 13.2 -13.50 ". 14.00 14.50 15.00' 16.0 18.0 20.0 •.208907 .•ACRES -391.30 :.ACRES .510216 ACRES S = .99 G = .1:16 INCHES 'LAG = .11 HOURS -Tc = . 18 'HOURS RUNOFF IN . 02 01 . 21 . 58 ^ it .12 . ▪ 09 _a . 05 . 05 . 04 .03 0s .02. .02 HYDROGRAPH DESIGN S.C.S. TR -55 METHOD C.F.S. SUBAREA' : 1 RUNOFF CURVE NUMBER'= 91 , - _SUBAREA RUNOFF CURVE NUMBER = '91- COMPOSITE CURVE NUMBER = 91.00 FITt 23.24 47.96 229.79 824.43 784.03 601.72 378.26 ?22.73 160.90 133.93 118.61 99.45 82.37 73.80 70.28 67.28 55.04 48.76 39.76 33.76 29:00 24.00 18:00 14.00 1 I ' 1 ; 1 ' 1 r. - .1 1 C; ;..1 .1 ; i 1t .1 I I I 1 1 : 1.1 I MinaffialltIMIONIMIUNIMIE ; I.4 -I- I I i 111111d1111IMIMMI114MMENIIfIEZERC011l®®llMILIMMEMEMI ___0Mi® .• J 1' I I 1 1 I .: .1 '.I . _I . 1 , J. '1 1 i " 1 ` I. -'1 .1 1 • `. ®l SMIlllllIMMl I - t ,. I'. ,. 1 . na I 11 F- i t 1 ; i t - I ' 1 I 11 1 S! !!p® I . _u I J 1: + i ' 1 1 ' i l l I L . t r 1 1 J : Ti i . ? . ilIMENIMI1l' 1 1 I . f 1 I I I I ! 1 : i ..• 1 i J1 1 .( - 4 . 1:t1 1 . I " : i , inumimmuniii : I l J • . I I 1 1 1 I . 1 l I , i 1. .• , 1• , I "I 1 I i r I ^ .•1 J :.. 1 :- ) I . . 1 1 ; 1 1 . 1 1 1 1 .. ; 1 1 1 1 "1 • 1 1 ' ! I ' I I • i I. • •1 , . 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I . i : 11 1 1 •i• 1 .I I I • ! : I I I • I 1 - i 1 . 1 I 1 1 1 1 1 t' . 1 I I ! I I I - _ i In I, 1 I I . I t - 1 .1. it ! I ! , - I: .' I I t-- 1 II. J 1 I ' 1 : 1 •i •I t I • ; 1 •f 1_2_4 I I I F f • 1 i ' I • I - 1 _ • . i, • . j J 1 t - • - - 1 ._ •./ 1 1 1/1 ' .- • l ' -- _.. T - 1 1 1 - 1 1 I I . i ; ' 1;1 '. • ; • 1 'I : .•' ( 1 i I . - -' - _ . -.. _1J- L - -- 1 1 1 ' 1 T i - ;; 1 1 - 1 �- , I .f.l I 1 I ,1 -'1 ft, 1 , ; • 1 1- . . - . I ; .1 4'11 ' 1 . - . 1 . •. , I. ; t J - - -- I - - ' - . _J ' -_:. - 1 1 --- - • " -'- - -- 4 a9 " - - - - ' • - - ` 1 • ' 1 ' - ' - _ 1 _:: . • as • - - -- - - - ----- . :1. O O(> e1�Llc_ .. _. _ _ -- 46o S 3.'SFi 7 Ct 3 I i ____ ____ -. _ �_. 1 - - -- - //O - 120!.30 %9.o -_LSO . /6,0 27.. 7,0_ ..,go /90 20.0 2[0 _ -- - • . . rime_ (hoans) • .. 3 impson Engineers, Inc. N. 09 Argonne Rd. Spokane, Washington 99206 (509) 926 -1322 Job ve.rG/' * //292 4 • Figured by R,S.S Date 7 /.�5¢�Rf Checked -by Date _ _ kl-ngt Ea ce-cor _ • tileDu-ii_s 7 - -- - ea-4 eACYLO-ld _ _ - - cr CYlk i 0: To _i_ "2--. - n 0 S S et _ r.4= tit014 _ 7 _ LLIQvitt_a 1 WA Ant 5 Co. _ _ St _5 t 9 Vdc _____tremck.A..9 k _ to ....V.erz- 1 c-cce.-5 5 to . .giz_c-. _ V-agrz-lk ._ Ck.o-rcutt likklocr. _Stumm tR 111 1 , e ,q00Q "'nig:la : 4- 1 4 , dc eenrecia t uiv s 5 tr/lege I 7, 5 -- 1./enta-areAl ectre.13.eir-a_ 04 •a 'lei -4— e rez 4ccided H-etbi#5, eouo • 7Th4sraEotcrn e c7,4„0/7- 5 ;sz1/4 ato _ abcLt± (.4 r ot) arn e-v& vA“ to - 0 a l outs cut' r ( For. 5 "Zi — Q . oes . L)� fig P voce t\c ;o b Zit ‘s� At5A — kirbcni\ Refer to: C- 163864, Unit 3 Dwight J. Hume Land Use Planning Dept. J.S. Black & Co. 500 Columbia Bldg. Spokane, WA 99204 PARCEL A: PARCEL B: SUBJECT TO: VC32 /tag TICOR TITLE INSURANCE _COMPANY_._. West 521 First Avenue Spokane, Washington 99210 -- . _Telephone: (509) 838 -5281 REPORT FOR PLAT CERTIFICATE RECEIVED JUL 13 1984 Bounty Engineering RE: South half of Block 149, Vera CC: Planning Commission CC: County Engineer CC: Clarence Simpson This is a report for plat certificate as of July 6, 1984 at 8:00 a.m., covering the following property: The North half of the South half of Tract 149, Vera, according to plat recorded in Volume "0" of Plats, Page 30, in Spokane County, Washington. The South half of the South half of Tract 149, Vera, according to plat recorded in Volume "0" of Plats, Page 30, in Spokane County, Washington. Record title is vested in Harold E. Rupp and Marce3le I. Rupp, his wife, as to Parcel A; and James H. Simpson and Patricia M. Simpson, his wife as to Parcel B. 1. Delinquent general and weed taxes for 1984, in the respective sums of $470.21 and $1.00 as to Parcel A, plus interest and fees. (Assessor's Parcel No. 23543 -0802, Code 140) Last half general and weed taxes for 1984, in the respective sums of $130.77 and $.50 as to Parcel B.. (Assessor's Parcel No. 23543 -0803, Code 140) 2. Lien of real estate excise sales tax upon any, sale of said premises, if unpaid. • •C- 163864, Unit 3 Report for Plat Certificate Lien -of -- revenue -- stamps- upon- sale -of- said -- property, imposed pursuant to Chapter 82.20 RCW, if unpaid. 4. Deed of Trust to secure an indebtedness of the amount herein stated. Amount : $32,286.54 Dated : October 17, 1983 Recorded : October 24, 1983 Auditor's No. : 8310240069 Grantor : Harold Rupp and Marcella Rupp Trustee : Ticor Title Insurance Company, a corporation. Beneficiary : Farmers & Merchants Bank of Rockford ' Affects : Parcel A. 5. For easements, restrictions, and other exceptions, see Schedule "B -1" attached. NOTE: 1. Inquiry for any charges for irrigation, domestic water, elec- tricity or other charges made by Vera Irrigation District #15, should be made to said district at North 601 Evergreen Road, or phone 924 -3800. This report shall have no force or effect except as a basis for the certificate applied for. No charge VC32 /tag TICOR TITLE.INSURANCE COMPANY Spokane County Office BY � 1 Q a in in, Authorized Signatfry •C- 163664, Unit 3 Report for Plat Certificate SCHEDULE "B -1" - 3 - 1. An easement affecting the portion of said premises and for the . purposes stated herein, and incidental purposes. For : A perpetual easement, with the right to place, construct, operate and maintain, inspect, reconstruct, repair, replace and keep clear underground communication lines, with wires, cables, fixtures and appurte- nances attached thereto as the grantee may from time to time require, upon, across, over and /or under the West 5 feet of the North half of. the South half of Block 149, Vera. Grantee shall at all times have the right of full and free ingress to and egress from said property for all purposes herein mentioned, and to remove at any time, any or all of the underground communication lines, and /or wires, cables, fixtures and appurtenances from the said property, with the understand- ing that grantee shall be responsible for all unnecessary damage it causes grantor by the exercise of the rights and privileges herein granted. The rights, conditions and provisions of this easement shall inure to the benefit of and be binding upon the heirs, executors, administrators, successors and assigns of the respective parties hereto. In Favor of : Pacific Northwest Bell Telephone Company, a Washington Corporation Recorded : November 14, 1975 Auditor's No. : 7511140157 VC32 /tag G id PIN o tawiotPe'Wa uae* pt is eqw literoy TN mod o; 1udjnd 1ou 5 . 2, 4 41 uI4ay4 say e xil ou slWnfe luedunn aya Put sas!Wa,d P' . luoe: ti! p Medind .yn AN Amos ?11x413 ,aoy; aaysw,ni st *oti4 yt ,d +�[ 'swim sasnu. aya pa�c.rns jou Jag , e '1l °' 0 1 co 1 137.00 NOO °01'12" E w IV • 0 0 137.00 r N00 °01'12 "E L -4 - 4 ' (rJ (XI wi . 0 ° 0 0 137.00 0 N 00 °0112 "E c - -r r .4 0 w o O R 0 O 137.00 . o N 00 °01'12 "E 0 -4 CA VI V' 0 O O 0 137.00 • N 00 °01 E 1 U w O . Q? 7, N 36 °51'051'W(R) 0 - T 1337 39 - -- I • r, i f 0 0 117.30 137.27 0 N 00°01'12 1 37.26 w 0 CA 0 0 N 00°01'12 137.24 0 0 -4 w (.4 r 0 0 0 N 00 °0I' 12' E ()J 137.23 O O O 0 9 N00 °01'12 'E ) 137.21 w O 0 -4 CA 0 0 N 00°01 122.21 S 36 °53'29 0 0 0 i0 0 NOO °OI'Ik_ E - - - - - - - - - - N 00 °01'12" E O 162.16 25 25 -- 324.29- 25 25 N 00 °01'12 "E 116.99 N 00°01 162 .00 ncroo'50" W — 324.16 -- - -506. Z co t0 0 (l' U' rn — c co a - T 1337 39 - -- I • r, i f 0 0 117.30 137.27 0 N 00°01'12 1 37.26 w 0 CA 0 0 N 00°01'12 137.24 0 0 -4 w (.4 r 0 0 0 N 00 °0I' 12' E ()J 137.23 O O O 0 9 N00 °01'12 'E ) 137.21 w O 0 -4 CA 0 0 N 00°01 122.21 S 36 °53'29 0 0 0 i0 0 NOO °OI'Ik_ E - - - - - - - - - - N 00 °01'12" E O 162.16 25 25 -- 324.29- 25 25 N 00 °01'12 "E 116.99 N 00°01 162 .00 ncroo'50" W — 324.16 -- - -506. Z co t0 0 (l' U' rn File No: Name: EXTENSION OF TIME SPOKANE COUNTY PLANNING DEPARTMENT SUBDIVISION ADMINISTRATOR FINDINGS OF FACT PE- 1461 -84, ZE -57 -84 HERITAGE COURT 1. That the preliminary plat was approved by the Board of County Commissioners on May 30, 1984. 2. That the zoning upon final plat finalization would be reclassified from Agricultural to Agricultural Suburban. 3. That the Comprehensive Plan is designated as URBAN and is within the PSSA area. 4. That since the original approval, the applicant has made considerable progress toward finalization of the plat. However, the plat has been going through a lengthy forfeiture process. The new owner would like to finalize the plat. Bids have been submitted for developing the property. 5. That an Extension of Time request was circulated to the County Engineers, Utilities Department, Health District and Building and Safety Departments. No additional comments or requirements were recommended by the departments. 6. That Extension of Time guidelines Chapter 3, Section "G" 2 a, b, c, d, apply to the proposal. DECISION Based on the foregoing findings, the Subdivision Administrator APPROVES an Extension of Time for 3 years to June 1st, 1990, subject to the following conditions: a. That those conditions of the original approval still apply, Findings and Order and Staff Report dated May 24, 1984. b. That the Conditional Approval be granted until June 1, 1990. UL JENS N Assistant Subdlvisi.n Administrator A. INTRODUCTION This matter having come before the Spokane County Subdivision Hearing Examiner Committee on May 24, 1984 and the members of the Committee present being Kathy Carstens, Chairperson, Lynn Tennican and Jerry Williams. B. PROPOSAL The sponsor, James S. Black, requesting approval of a preliminary plat of PE- 1461 -84, EVERGREEN SOUTH, & Zone Change ZE- 57 -74, Agricultural to R -2, to divide 4.7 acres into 16 lots for only single- family dwellings, and there being present, the following applicant or representative: C. FINDINGS OF FACT SPOKANE COUNTY - HEARING EXAMINER COMMITTEE FINDINGS AND ORDER Dwight Hume 1. That legal notification via three methods were provided -- newspaper legal notice, posting of a sign on the property and mailing of letters to all property owners of record (treasurer's tax roles) within 400 feet. That the public did receive notice of the public hearing; however, the sign and letters were posted and mailed 4 days late, thereby not providing the required 10 -day minimum notification period before the hearing. Since some property owners (having been notified) desired additional time for preparations and arranging schedules, the hearing was "continued" to May 30, 1984 at 9:00 A.M. to allow additional public testimony to be given. Testimony was taken on May 24, 1984 as advertised. NOTE: The continuation provided a total of 12 -days to prepare for the May 30th hearing. 2. That additional testimony was taken on May 30, 1984 and a decision was rendered after same. (NO decision was made on May 24, 1984). 3. That the proposal and information presented in the STAFF REPORT was considered. 4. That the Comprehensive Plan designates this area as URBAN. 5. That the proposal is within the Priority Sewer Service Area (PSSA) boundary. 6. That the proposal does comply with the purpose and intent of the Comprehensive Plan decision guidelines for "fill -in" development and compatible land uses, as only single- family dwellings will be built. I May 24, 1984 File No. PE- 1461 -84 Findings & Order 7. That the preliminary plat is designed with lots facing inward on a new Cul -de -Sac with rear yards being adjacent the bordering properties. 8. That the owners of adjacent lands expressed disapproval of this proposed use; as, concerns of impact on current animal keeping, desire to have 10th Ave. extended westward, density being too high, increased traffic on Evergreen, retain the current lifestyle, and others. 9. That an Agricultural Warning statement will notify potential lot purchasers of existing animal keeping on nearby properties. 10. That the provisions of RCW 43.21C (The State Environmental Policy Act) have been complied with. 11. That the proper legal requirements for advertisement of Agenda Item have been fulfilled. 12. That the Hearing Examiner Committee finds the proposal as conditioned is not detrimental to the general purpose or otherwise harmful to the public health, safety, and welfare. 13. That Agricultural- Suburban zone is substantially the same (as conditioned) as R -2 with the smaller lots which will not include large animal keeping. D. SPECIAL CONDITIONS OR CONTINGENCIES APPLICABLE TO THIS DECISION Those conditions as listed in the May 24. 198 STAFF REPORT and as amended below:. COUNTY PLANNING DEPARTMENT CONDITIONS 13. (Amend to read) Upon filing the final plat the zone change shall be finalized and the existing Agricultural zone classification shall be changed to Agricultural - Suburban. 15. (Amend to read) That the final plat dedication include; "Warning: Agricultural related activities include animal keeping in the area may produce odors, dust and sprays that are objectionable ". 9 t:to 16a, That an "accss easement" at the Southeast corner of Lot 6 the proposal be provided from 10th Avenue to the property adjacent and south. That the easement is access for "agricultural uses" of property south adjacent. COUNTY ENGINEERING DEPARTMENT CONDITIONS 25. (delete the following wording), Dedication of a 4 foot additional Right -of -Way along Evergreen Road. NOTE: Condition 26 will apply. r May 24, 1984 and May 30, 198/+ File No. PE- 1461 -84 Findings and Order E. ORDER ATTEST: Date: The Hearing Examiner Committee pursuant to the aforementioned, finds that the application of preliminary Plat PE- 1461 -84, EVERGREEN SOUTH, and Zone Change ZE- 57 -84, Agricultural to Agricultural Suburban, is hereby APPROVED to June 1, 1987. Motion by: Jerry Williams Seconded by: Lynn Tennican Kathy Carstens - Aye Lynn Tennican - Aye Jerry Williams - Aye JOHN NUNNERY p•kane Co my Subdivision Administrator By: 11,14..1t HEARING EXAMINER COMMITTEE HEREBY ATTEST TO THE ABOVE FINDINGS, ORDER AND VOTE , R6 1 4A);4. L160-444: ha rson TO: FROM: DATE: $•OKANC COUNTY COURT NOUSE Board of County Commissioners John Nunnery, Subdivision Administrator May 31, 1984 SUBJECT: Hearing Committee Actions - May 24, 1984 and May 30, 1984 for PE- 1461 -84 On May 24, 1984, the Hearing Examiner Committee met at 9:00 A.M. to consider one (1) Extension -of -Time, one (1) Change -of- Conditions, and five (5) Preliminary Plats and Zone Reclassifications, one being a Planned Unit Development. The Hearing Examiner Committee took the below actions and item 4. was "continued" until May 30, 1984 to allow additional public testimony. If not appealed, these decisions are final ten (10) days after Findings and Order have been signed. Findings and Order were signed May 30, 1984 at a continued public hearing. The Hearing Examiner Committee Board members were: Kathy Carstens, Chairperson, Lynn Tennican and Jerry Williams. PRELIMINARY PLAT AND ZONE RECLASSIFICATION 1. PE- 1390 -80, PUDE -2 -80, Sponsor: 924 -7950 Northwood Properties E. 9616 Montgomery Spokane, WA 99206 PLANNING DEPARTMENT BROADWAY CENTRE BUILDING N 721 JEFFERSON STREET PHONE 456 -2205 SPOKANE WASHINGTON 99260 ESTHER'S REPLAT NO. 1 Planned Unit Development, an overlay zone with MFS zone reclassification Surveyor /Engineer: 328 -5853 Daniel B. Clark W. 1808 Maxwell Spokane, WA 99201 Location: Located in Spokane Valley north and adjacent 8th Avenue approximately 300 ft. west of Felts Road; within Section 20, Township 25N, Range 44 EWM., Spokane County, Washington. Comprehensive Plan: URBAN, within the Priority Sewer Service Area (PSSA) boundary. RECEIVED JUN 5 1984 SPOKANE COUNTY ENGINEER Hearing Examiner Committee Actions - May 24, 1984, and May 30, 1984 PRELIMINARY PLAT AND ZONE RECLASSIFICATION (cont'd) 1. PE- 1390 -80 (cont'd) Proposal: The sponsor is requesting an "Extension of Time" for ESTHER'S REPLAT NO. 1, a Planned Unit Development for a zone reclassification from Agricultural to P.U.D. with MFS. The sponsor also indicates that "substantial progress" has been made toward finalizing this Preliminary Plat /PUD; as all the engineering, drafting, surveying and conditions of approval for finalizing have been met, except the road BOND has not been set. Action: 2. PS- 1254 "C " -78, ZS- 12 -79, Sponsor: 534 -3248 Approved unanimously to June 1, 1987. James P. Sargent P.O. Box 14227 Spokane, WA 99214 WINDSONG 3RD ADDITION Agricultural to R -1 Surveyor /Engineer: 456 -0582 R. E. Flagan & Associates S. 1601 Flight Road W. 9600 Block Sunset Highway Spokane, WA 99204 Location: Located south and adjacent the Spokane City Limits and adjacent and between Glenrose Road and Freya Street; within Section 3, Township 24N, Range 43 EWM., Spokane County, Washington Comprehensive Plan: URBAN, within the Priority Sewer Service Area (PSSA) boundary. Proposal: The sponsor is requesting a Change - of - Condition for preliminary plat WINDSONG 3RD ADDITION, the. "change" involves a minor alignment shift of the preliminary plat roads to match existing City road of Myrtle, to shift the proposed preliminary plat - "Myrtle" to match the road shift of Windsong 2nd Addition as filed with the County Auditor. Action: Approved unanimously retaining the existing expiration date. Hearing Examiner Committee Actions - May 24, 1984 and May 30, 1984. PRELIMINARY PLAT AND ZONE RECLASSIFICATION (cont'd) 3. PE- 1462 -84, MOHAWK ESTATES ZE -58 -84 Agricultural to R -1 Sponsor: 534 -5272 Surveyor /Engineer: 534 -5272 Barbara Olsen c/o S. 104 Freya, Ste. 203 Spokane, WA 99202 J. Ronald Dunsmore S. 104 Freya, Ste. 203 Spokane, WA 99202 Location: Located in the "Painted Hills" area of Spokane Valley west and adjacent Mohawk Drive /Cree Drive Intersection; within Section 3, Township 24N, Range 44 EWM., Spokane County, Washington Comprehensive Plan: SUBURBAN, at "Urban Transition ", within the Priority Sewer Service Area (PSSA) boundary. Proposal: The sponsor proposes to divide 6+ acres into 14 lots for single family dwellings and change the existing Agricultural zoning to R -1. Action: Approved unanimously to June 1, 1987 with a reduction of density "as close" to 1/2 -acre net density as possible. 4. PE- 1461 -84, EVERGREEN SOUTH ZE- 57 -84, Agricultural to Agricultural Suburban. Sponsor: 838 -2511 Surveyor /Engineer 924 -6541 James S. Black Charles E. Simpson 500 Columbia Bldg. N. 909 Argonne Spokane, WA 99204 Spokane, WA 99212 Location: Located in Spokane Valley east and adjacent Evergreen Road and approximately 300 ft. south of 8th Avenue; within Section 23, Township 25N, Range 44 EWM., Spokane County, Washington Comprehensive Plan: URBAN, within the Priority Sewer Service Area (PSSA) boundary. Proposal: The sponsor proposes to divide 4.7 acres into 16 lots for only single - family dwellings and change the existing Agricultural zoning to R -2. The sponsor proposes to have the plat prohibit duplexes and double -wide manufactured homes. Action: The May 24, 1984 was "continued" to allow additional testimony on May 30, 1984 since legal notice by mail and by posted sign was 4 days short. The May 30th decision was for unanimous approval to June 1, 1987 and the zone change for Agricultural Suburban. Hearing Examiner Committee Actions - May 24, 1984 and May 30, 1984 PRELIMINARY PLAT AND ZONE RECLASSIFICATION (cont'd) 5. PE- 1460 -84, ZE- 56 -84, Sponsor: 926 -6768 Surveyor /Engineer: 926 -5959 Lennard A. Hokom 521 N. Dick Spokane, WA 99212 HOKOM SUBDIVISION Agricultural to R -2. Action: Approved unanimously to June 1, 1987. Action: Approved unanimously to June 1, 1987. Eugene H. Welborn E. 7011 2nd Spokane, WA 99212 Location: Located in Spokane Valley southwest and adjacent the intersection of Alki Avenue and Dick; within Section 18, Township 25N, Range 44 EWM., Spokane County, Washington Comprehensive Plan: URBAN, within the Priority Sewer Service Area (PSSA) boundary. Proposal: The sponsor proposes to divide 1.33 acres into 5 lots for single - family dwellings or double -wide manufactured homes and change the existing Agricultural zoning to Agricultural Suburban or R -2. 6. PE- 1459 -84, NORTHWOOD 7TH ADDITION ZE- 55 -84, Agricultural to R -1 PUDE -4 -84, Planned Unit Development, an overlay zone Sponsor: 328 -5853 Surveyor /Engineer: 328 -5853 c/o Stu Deysenroth Ted Gunning Daniel B. Clark East 9616 Montgomery W. 1803 Maxwell Spokane, WA 99206 Spokane, WA 99201 Location: Located in the "Northwood" area of Spokane Valley south and adjacent Columbia Drive approximately 1/4 mile east of Northwood Drive; within Section 31, Township 26N, Range 44 EWM., Spokane County, Washington Comprehensive Plan: URBAN, within the Priority Sewer Service Area (PSSA) boundary. Proposal: The sponsor proposes to divide 14+ acres into 41 lots for attached and detached single- family dwellings and change the existing Agricultural zoning to R -1 with PUD. Hearing Examiner Committee Actions - May 24, 1984 and May 30, 1984 PRELIMINARY PLAT AND ZONE RECLASSIFICATION (cont'd) 7. PE- 1457 -84, NORTHWOOD 6TH ADDITION ZE- 54 -84, Agricultural to R -1 Sponsor: 328 -5853 Surveyor /Engineer: 328 -5853 c/o Stu Deysenroth Ted Gunning Daniel B. Clark East 9616 Montgomery W. 1803 Maxwell Spokane, WA 99206 Spokane, WA 99201 Location: Located in the "Northwood" area of Spokane Valley west and adjacent Columbia Drive terminus and approximately 1/4 mile east of Therman Road; within Section 36, Township 26N, Range 43 EWM., Spokane County, Washington Comprehensive Plan: SEMI -RURAL at "Urban Transition" area, within the Priority Sewer Service Area (PSSA) boundary. Proposal: The sponsor proposes to divide 26.6 acres into 40 lots for single- family dwellings and to change the existing Agricultural zoning to R -1. Action: Approved unanimously to June 1, 1987. 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. AV W - 9 - N FA0 N St M Pa rochi 5I M ool LI 2 PE-1 ZE-51 rx Ave 4. 0/9 a e F T r-1 T- EENTN -|0- HEARING AGENDA, May 24, 1984 - HEARING EXAMINER COMMITTEE PRELIMINARY PLAT AND ZONE RECLASSIFICATION (cont'd) 4. PE- 1461 -84, EVERGREEN SOUTH page 9 ZE- 57 -84, Agricultural to R -2 Sponsor: 838 -2511 Surveyor /Engineer 924 -6541 James S. Black 500 Columbia Bldg. Spokane, WA 99204 Charles E. Simpson N. 909 Argonne Spokane, WA 99212 Location: Located in Spokane Valley east and adjacent Evergreen Road and approximately 300 ft. south of 8th Avenue; within Section 23, Township 25N, Range 44 EWM., Spokane County, Washington Comprehensive Plan: URBAN, within the Priority Sewer Service Area (PSSA) boundary. Proposal: The sponsor proposes to divide 4.7 acres into 16 lots for only single - family dwellings and change the existing Agricultural zoning to R -2. The sponsor proposes to have the plat prohibit duplexes anddouble- widemanufactured homes. 5. PE- 1460 -84, HOKOM SUBDIVISION page 10 ZE- 56 -84, Agricultural to Agricultural Suburban or R -2 Sponsor: 926 -6768 Surveyor /Engineer: 926 -5959 Lennard A. Hokom 521 N. Dick Spokane, WA 99212 Location: Located in Spokane Valley southwest and adjacent the intersection of Alki Avenue and Dick; within Section 18, Township 25N, Range 44 EWM., Spokane County, Washington Comprehensive Plan: URBAN, within the Priority Sewer Service Area (PSSA) boundary. Proposal: The sponsor proposes to divide 1.33 acres into 5 lots for single- family dwellings or double -wide manufactured homes and change the existing Agricultural zoning to Agricultural Suburban or R -2. 3 Eugene H. Welborn E. 7011 2nd Spokane, WA 99212 HEARING AGENDA, May 24, 1984 - HEARING EXAMINER COMMITTEE 1:30 P.M. (or as soon thereafter as possible) PRELIMINARY PLAT AND ZONE RECLASSIFICATION (cont'd) 6. ✓ PE- 1459 -84, NORTHWOOD 7TH ADDITION page 11 ZE -55 -84 , Agricultural to R -1 PUDE -4 -84, Planned Unit Development, an overlay zone Sponsor: 328 -5853 Surveyor /Engineer: 328 -5853 c/o Stu Deysenroth Ted Gunning East 9616 Montgomery Spokane, WA 99206 Daniel B. Clark W. 1803 Maxwell Spokane, WA 99201 Location: Located in the "Northwood" area of Spokane Valley south and adjacent Columbia Drive approximately 1/4 mile east of Northwood Drive; within Section 31, Township 26N, Range 44 EWM., Spokane County, Washington Comprehensive Plan: URBAN, within the Priority Sewer Service Area (PSSA) boundary. Proposal: The sponsor proposes to divide 14+ acres into 41 lots for attached and detached single - family dwellings and change the existing Agricultural zoning to R -1 with PUD. 7. PE- 1457 -84, NORTHWOOD 6TH ADDITION page 12 ZE -54 -84 , Agricultural to R -1 Sponsor: 328 -5853 Surveyor /Engineer: 328 -5853 c/o Stu Deysenroth Ted Gunning East 9616 Montgomery Spokane, WA 99206 4 Daniel B. Clark W. 1803 Maxwell Spokane, WA 99201 Location: Located in the "Northwood" area of Spokane Valley west and adjacent Columbia Drive terminus and approximately 1/4 mile east of Therman Road; within Section 36, Township 26N, Range 43 EWM., Spokane County, Washington Comprehensive Plan: SEMI -RURAL at "Urban Transition" area, within the Priority Sewer Service Area (PSSA) boundary. Proposal: The sponsor proposes to divide 26.6 acres into 40 lots for single- family dwellings and to change the existing Agricultural zoning to R -1. PE- 1461 -84 ZE5 184 8 rx Are. TO: FROM: RE: I. II. SPOKANE COUNTY HEARING EXAMINER COMMITTEE SPOKANE COUNTY PLANNING DEPARTMENT STAFF PRELIMINARY PLAT AND ZONE RECLASSIFICATION PE- 1461 -84, ZE- 57 -84, GENERAL INFORMATION Sponsor: 838 -2511 James S. Black 500 Columbia Bldg. Spokane, WA 99204 Location: Comprehensive Plan: URBAN, within the Priority Sewer Service Area (PSSA) boundary. Proposal: SITE PLAN INFORMATION A. B. Site Size: STAFF REPORT May 24, 1984 EVERGREEN SOUTH Agricultural to R -2 Site Characteristics: Surveyor /Engineer 924 -6541 Charles E. Simpson N. 909 Argonne Spokane, WA 99212 Located in Spokane Valley east and adjacent Evergreen Road and approximately 300 ft. south of 8th Avenue; within Section 23, Township 25N, Range 44 EWM., Spokane County, Washington The sponsor proposes to divide 4.7 acres into 16 lots for only single-family dwellings and change the existing Agricultural zoning to R -2. The sponsor proposes to have the plat prohibit duplexes and double -wide manufactured homes. 4.7 acres, being 630 feet + east -west and 324 feet + north - south. The site is flat with single- family dwelling adjacent Evergreen Road and barn and pasture. i I J r M • J z P • N 4 r r L - �J r - -1 i s 5 ► ► L f 9/ LEI M If/ «, EV AGREEN •i2 5'I Z5 z5 n st • 0 CS ' Mae LE 1 z�■ tE' tai ` 6 ro 0 r 0 0 r -26- STAFF REPORT, May 24, 1984 File No. PE- 1461 -84 Evergreen South II. SITE PLAN INFORMATION (cont'd) C. Neighborhood Characteristics: This proposal is located in an area of predominantly single - family dwellings that is approximately 50% platted. The remaining single - family dwellings are on segregated parcels ranging in size from 14,000 square feet to 2 + acres. At the southeast corner of the proposal is a 10 acre established orchard with packing shed. D. Agricultural Summary: The Comprehensive Plan has identified this area as URBAN which precludes any planned agricultural land uses for this site. E. Zoning: Proposal - Reclassify to R -2 (for single - family only) Site - the existing zoning is Agricultural, 1942 North - the existing zoning is Agricultural, 1942 East - the existing zoning is Agricultural- Suburban, 1950 for "Tally Ho Subdivision ". South West F. Land Use: Site - Single family dwelling with barn and pasture. North - Single- family dwellings adjacent 8th Avenue on segregated acreage sized parcels 1/2 + acre to 2 acres. East South West - the existing zoning is Agricultural, 1942 - the existing zoning is R -2, 1961 for "Blake Hanson Subdivision ". - single- family dwellings in Final Plat - "Tally Ho Subdivision" with adjacent lots being 10,600 square feet. - single - family dwellings adjacent Evergreen Road and 12th Avenue on segregated acreage parcels 14,000 square feet to 2 + acres. A 10 acre orchard with packing shed is adjacent to the southeast. - single- family dwellings in Final Plat - "Blake Hanson Subdivision" on lots 8,200 square feet to 11,000 square feet to 18,000 square feet. -27- STAFF REPORT, May 24, 1984 File No. PE- 1461-84 Evergreen South II. SITE PLAN INFORMATION (cont'd) G. Comprehensive Plan Designation: The Comprehensive Plan designates this area as URBAN and is within the Priority Sewer Service Area (PSSA) boundary. The proposal complies with the Decision Guideline policies for "fill -in" development and land use compatibility. H. Special Information: Circulation - the proposal is designed for a single public road with a "Cul - de- Sac ". Lots on each side of the new road. Density - the preliminary plat pruposes lots as small as 9,590 square feet with 70 foot of frontage. The R -2 zone allows single - family dwellings on lots as small as 7,000 square feet and 65 feet of road frontage. The density is substantially the same as the east and adjacent Final Plat "Tally Ho Subdivision" with 10,600 square foot lots. Water Supply - Vera Water & Power will provide water. An approved water plan will be required prior to finalizing this preliminary plat. Fire - The proposal is within Fire District #1. The Fire District and County Building & Safety Depart- ment (Fire Marshall) are required to approve fire protection provisions prior to finalizing the preliminary plat by reviewing the Water Plan for hydrants, hydrant spacing, water flow capacity and emergency access. Sewage Disposal - The County Utilities Department has authorized on -site septic tanks /drainfields with provisions for ULID agreements, double plumbing, and dry sewer lines in the proposed road. School The proposal is in the Central Valley School District #356, who has sent no comment to the notice mailed them. Parks - The report, "Planning for Park (revised 1976) indicates this proposal is located in "Adams Neighborhood" with no park planned in the vicinity of the preliminary plat. Cultural Resources - None has been identified. -28- STAFF REPORT, May 24, 1984 File No. PE- 1461 -84 Evergreen South III. BACKGROUND /ANALYSIS A. Land Use: Staff finds that the proposed additional 16 lots for single - family dwellings with lots ranging in size from 9,500 square feet to 15,000 square feet to be com- patible with the adjacent platted lot sizes and single - family dwellings. B. Zoning: Staff finds that the requested zone reclassifi- cation from Agricultural to R -2 to be compatible with the proposed uses and existing land uses. That the R -2 zone allows lots less than 10,000 square feet with road frontages as small as 65 feet - - -the sponsor is requesting single - family dwellings only (NO duplexes or double -wide manufactured homes). C. Comprehensive Plan: Staff finds that the proposal meets the purpose and intent of the URBAN designa- tion; as "fill - in" development for URBAN, for the Priority Sewer Service Area (PSSA), and for the existing public services and facilities of the near vicinity. IV. ENVIRONMENTAL REVIEW An Environmental Checklist was submitted by the sponsor and has been reviewed by the Planning staff. No significant adverse environmental impacts were judged to exist. Possible slight adverse environmental impacts were identified on the checklist in the following categories: earth, water, flora, fauna, noise, light and glare, transportation /circulation, public services and utilities. The County Subdivision Administrator issued a "Proposed Declaration of Non Significance ", and it was circulated to other agencies or jurisdiction and no comments have been received; therefore, staff recommends a "Final Declaration of Non - Significance" be signed by the Hearing Examiner Committee chairperson. V. LEAD AGENCY RECOMENDATION The County Planning Department, in considering the above information and conclusions, and further considering that forthcoming public testimony would not identify unanticipated and unresolvable problems, does RECOMMEND APPROVAL. This recommendation of approval is, in part, based on the following recommended "conditions of approval ", and therefore staff additionally recommends that the following conditions be attached to the Hearing Examiner Committee approval, if approval is granted. -29- STAFF REPORT, May 24, 1984 File No. PE- 1461 -84 Evergreen South VI. CONDITIONS OF APPROVAL If approval is granted, the following conditions are recommended. COUNTY PLANNING DEPARTMENT CONDITIONS 1. That the plat be designed as indicated on the preliminary plat of record and /or attached sheets as noted. 3. That the preliminary plat be given conditional approval for three (3) years to June 1, 1987. The applicant may request a one (1) year Extension -of -Time by submitting a written request forty - five (45) days prior to the above expiration date. Such applications should demonstrate the progress made toward finalizing this preliminary plat. If an Extension -of -Time is not requested in a timely manner or said Extension is not granted, then the preliminary plat is NULL & void and the approval is withdrawn. That preliminary plat of record approval is for the property described in the Legal Description, signed and stamped by the sponsor's licensed land surveyor, being part of the application for this proposal. 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. 5. Pursuant to the provisions of Chapter 43.21C. RCW, the SEPA Guidelines (WAC 197 -10) and the Spokane County Environmental Ordinance (SCEO), a proposed declaration of non - significance has been issued at least fifteen (15) days prior to this date; the official file, written comments and /or public testimony contain information regarding assessment of the proposal's adverse impacts to the physical environment; a finding is hereby made that no probable significant adverse impacts upon the physical environment are anticipated as a result of this project; and a Final Declaration of Non - Significance is hereby to be issued. 6. 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. 7. That appropriate road names be indicated, and approved by the County Subdivision Administrator prior to filing the final plat. _30_ STAFF REPORT, May 24, 1984 File No. PE- 1461 -84 Evergreen South VI. CONDITIONS OF APPROVAL (cont'd) COUNTY PLANNING DEPARTMENT CONDITIONS (cont'd) 8. That appropriate utility easements be indicated on copies of the approved preliminary plat or the "draft" final plat and distributed by the sponsor to the County Planning Department and all applicable utility companies. Written approval of said utility easements by said utility companies must be received with the submittal of the "draft" final plat and prior to filing the final plat. 9. That a plan for water facilities adequate for fire protection be approved by the water supplier, fire protection district and Spokane County Building & Safety Department (Fire Marshall). Said WATER PLAN must also have been approved by the appropriate health authorities. The Health authorities, water supplier (purveyor), fire protection district, and County Building & Safety (Fire Marshall) will certify with signature on said WATER PLAN, prior to the filing of the final plat or final plat of each phase of the preliminary plat. Said certification shall indicate that said plan is in conformance with their respective needs and regulations. Said WATER PLAN and certification will be drafted on a transparency suitable for reproduction. The purveyor will also certify that appropriate contractual arrangements or agreements have been made with the plat sponsor for construction of the water system in said final plat, in accordance with the approved WATER PLAN and in accordance with a time schedule. The time schedule will provide, in any case, for completion of the water system and inspection by the appropriate health authorities prior to application for building permits within said 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. 10. 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 said WATER PLAN as a schematic map showing the "As- Built" water system. -31- STAFF REPORT, May 24, 1984 File No. PE- 1461 -84 Evergreen South VI. CONDITIONS OF APPROVAL ( cont'd) COUNTY PLANNING DEPARTMENT CONDITIONS (cont'd) 11. That a current certificate of title (plat certificate) be furnished by the sponsor to the County Planning Department and County Engineer prior to submitting the "draft" final plat, which is required prior to filing the final plat. 12. That the following statement be placed in final plat dedication: no more than one dwelling structure be placed on any one lot, nor shall any lot be further subdivided for the purposes of creating additional lots or building sites without first filing a replat." 13. Upon filing the final plat the zone change shall be finalized and the existing Agricultural zone classification shall be changed to R -2. 14. That the final plat dedication include; "that only single - family dwellings are allowed ". 15. That the final plat dedication include; "Warning: Agricultural related activities in the area may produce odors, dust and sprays that are objectionable ". 16. That prior to filing the final plat the existing buildings shall be relocated to meet building setbacks for the new zone. COUNTY ENGINEERING DEPARTMENT CONDITIONS 17. That conditional approval of the plat is given subject to approval of the road system as indicated in the preliminary plat of record, as approved by the County Engineer. 18. 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. 19. 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. -32- STAFF REPORT, May 24, 1984 File No. PE- 1461 -84 Evergreen South VI. CONDITIONS OF APPROVAL (cont'd) COUNTY ENGINEERING DEPARTMENT CONDITIONS (cont'd) 20. 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. 21. 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. 22. 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. 23. 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." 24. 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. 25. That the County Engineer has examined this development proposal and has determined that the impacts of this proposal upon the existing County Road System warrants the roadway improvements herein specified. - Dedicat -ion -of --4- -feet - additional Right - of -Way along Evergreen 26. Dedication of 4 ft. additional Right - of - Way along Evergreen Rd. 27. That Public Road Standard TYPICAL Roadway Section be: "Section Number 2" for Evergreen with Minimum Paving width "Major Arterial Standard" Section Number 2 for Interior Road with Minimum Paving Standard "Access Standard ". -33- STAFF REPORT, May 24, 1984 File No. PE- 1461 -84 Evergreen South VI. CONDITIONS OF APPROVAL (cont'd) COUNTY ENGINEERING DEPARTMENT CONDITIONS (cont'd) 28. The word "applicant" shall include the owner or owners of the property, his heirs, assigns, and successors. 29. Existing County roads providing direct access to the plat shall be paved and curbed to Spokane County standards. 30. 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 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 Evergreen Road only. 31. 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 Evergreen Road only. 32. 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. Applies to Evergreen Road only. 33. That all public roads within the plat be designed and constructed to Spokane County standards. -34- STAFF REPORT, May 24, 1984 File No. PE- 1461 -84 Evergreen South VI. CONDITIONS OF APPROVAL (cont'd) COUNTY UTILITIES DEPARTMENT CONDITIONS 34. Pursuant to the Board of County Commissioners Resolution No. 80 -0418, the use of on -site sewer disposal systems is hereby authorized. This authorization is conditioned on compliance with all rules and regulations of the Spokane County Health District and is further conditioned and subject to specific application approval and issuance of permits by the Health District. 35`. The plat 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 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 thge 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 improvements called for in conjunction with the formation of a ULID by either petition or resolution method under RCW Chapter 36.94." 36. Any water service for this project shall be provided in fp' accordance with the Coordinated Water System Plan for Spokane County, as amended. 37. Each new dwelling unit shall be double plumbed for connection to future area -wide sewerage collection systems. 3$. 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 filing the final plat. COUNTY HEALTH DISTRICT CONDITIONS 39. Water service shall be by an existing public water supply when approved by the Regional Engineer (Spokane), State Department of Social and Health Services (DSHS). 40. Prior to filing any final plat, the sponsor shall present evidence that the plat lies within the recorded area of the water system proposed to serve the plat. The dedicatory language on each plat shall state: "Use of private wells and water systems are prohibited." STAFF REPORT, May 24, 1984 File No. PE- 1461 -84 Evergreen South COUNTY HEALTH DISTRICT CONDITIONS (cont'd) 41. The dedicatory language of the final plat will state that: "Subject to specific application approval and issuance of permits by the Health Officer, the use of an individual on - site sewage system may be authorized." 42. 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. COUNTY BUILDING AND SAFETY DEPARTMENT CONDITIONS 43. That the WATER PLAN shall show the location of each fire hydrant or fire prevention facility and must comply with Chapter 10.4 of the Spokane County Uniform Fire Code Ordinance, as amended. 44. That the WATER PLAN shall specify the gallons per minute for each fire hydrant at residual pressure of no less than 20 p.s.i. (a minimum pressure). 45. That the Water Purveyor and Fire District shall sign the WATER PLAN prior to County Building & Safety Department's review. 1).3. 500 Col Lomb 1 12 5 e.A.d Sian Sea - • zoo /l.o-r vs * go / L Dad sewer L uL'►� i - r S - t \ Ol5 1Z CfiyN.0 .0a1 -4 R.(xe Cit,Ct.21-6J R4145,11- al vpAL . 3 - r r, -C to Qt.L.Q.J44 G0A.v Rlic 'P 3 CI L- - It1/4 Th-t c1'- . r( SefttW _36_ AE'EAVAINN '2 , 19,3y TO: PLANNING DEPARTMENT FROM: COUNTY ENGINEER S DEPARTMENT - - VA SUBJECT: ROAD CONDITIONS FOR PLAT NAM tiF 2 g E��I U MBER___ VE / S y 'CONDITIONS L I RCLLD APPLY TO PLAT UNDER COMS IDERAT ION E I that conditional approval of the plat by the County Engineer Is given subject to dedication of Right -of -Way and approval of the road system as indicated In the preliminary plat of record. that plans, profiles, and cross sections as designed to County standards showing proposed street centerline and curb grades be submitted to the County Enylneer for approval prior to construction and /or the tiling of a final plat; road plans to be prepared under the direction of a licensed Protesslonal Civil 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 effected 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; 6 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 shol' be flied with the County Engineer; E 8 -no direct access from lots to 1/2 Right of Ways until such roods 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; EIO -rood 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 dedicatory language of the plat that Individual drive- way access permits be required prior to Issuance of a building permit tor driveway approaches to the County road system. (E)-dedication of y f _ addltional Right of Way along additional Right of Way along additional Right of Way along E14 -a statement shall be placed In plat dedication that no dire.. -1 4c bo allowed from lots to E15 -that a statement bu placed In the plat dedication proviilny fur future slope ease- ments as required by Spokane County alcnj existing County roads providlny dlroct access to the plat shall he ;•aved and curbed to Spokane County standards. that all public roads with!( the plat be designed and constructeJ to Spokane County standards. E1C -that sidewalks are res(ullud alon.l tb di le( lal(s) on Pub l I . . K,.aJ to t a+.dar J I I I • I c A l Roadway "Ju. 1 r un ` l 5/14 (1) Su t l un Number ,1., lot lwer.•c( r r4 Minimum t'av I ny ■ i d T h /Waft" // t Fur ' 5ttrir($lInlmum Paving width ,q<« (l) SuCt Ion Nr:lRbur �/ryiOr G ( 5) Se..tlon Number tot Minimum raving width (4) Set.tlon Nux+Lur for Minimum Paving width the word "eppllcoht" shall Include the owner or owners of the property, his heirs, assigns, and suct-essors. to constru(t the road +mpr,•vumunts stated herein. the applicant may, with the approv al of the county Engineer, Coln 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 3t,.88, as amended. At such time es an RID Is created or any Road Improvement Project Is sanctioned by Spokane County, the improve- ments reyulred (curb, sidewalk, drainage control end paving to existing pavement) will be at the sole expense of 1he undersigned owner, their heirs, grantees asslyns• ave`r'q -e .'- OA/Iu 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. Ev exze - ei a r4 N / 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.M. 36.88 at such time es 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 et th sole expense of the owner, their heirs, grantees and assigns. E ✓Bgqi2 /" kid O.v/y• (24 -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 tiling 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 improvements and furnished StaieoHlghray County D •partment•Engineer In the amount the County as determined by Y E25-the proposed private road(s) as sextension the to preliminary 8 or less lots; future public no extension possible; Right of Way tract Is approved by the County Engineer. (26 -that private road(s) be Improved to Spokane County standard tor a private standard serving lots. Subject to apD section 10.207 of the Spokane County Fire Code. 1:27 -that the following provision be made that heofollowing g •described "ploperty•beo held in in until the continuation of the private ceted. a 1 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) conned suchalime within this plat e sole use within the plat until road such tl t29 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. Hy a< thls plat 1 bsequently a y be n o bulldlnj permit to be Issued on property on a pr Vesu „b1 Iyatlun tor said pr ivare road and the owners het eby acknowledge that the County has no obligation ut at.) kind ce nature whatsoever to establish, examine, survey, onnstrutt, alter, repair . improve. maintain p*ov1J(. draInayo or snow removal on a private road. This requirement Is and shall in with the land and shell be binding upon Inks owner , their hells, su• s or assigns t his.ubi lyat1on to peril- :Ipdte In the m3Int.+"on.e oI the private toad as p 15 tho 1•rok •,ed plat shill 1 +ml•r • ved t„ the standards set t.0 11r I.+ S 'ukarl0 County board of (:ummIssIunur, r<e . +ut i. 1.,,. 1)U- 159I, as amended, which establishes regula- tions for roads. app r •,a he., drainage. and stew. In new cunstr ut I Ion. the tuuttty Lnginuur ho; this Juvl.lupment prupu and hes determined that 1 •.n 11.. .•..1:.tin.1 t Road ',)stem warrants the d•d1-a 11ru Impact .+t this it. r •I Improvements heteln Spee111ed. f Ion ul edJ+t I,pual r + r + t ,t wall 4.1.1 1►+u roadway I TO: PLANNING DEPARTMENT FROM: COUNTY ENGINEER DEPARTMENT - iMc&L., -^0 SUBJECT: ROAD CONDIT ONS' FOR PLAT NAME, qq E•SC .r�IUMB P /5F4 V * CONDITIONS LIRCLLD APPLY TO PLAT UNDER LorISIDERATION E I -that conditional approval of the plat by the County Engineer Is given subject to dedication of Right -of -May and approval of the road system as Indicated In the preliminary plat of record. 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 end /or the filing of a final plat; road plans to be prepared under the dlrectlon of a licensed Professional Civil 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 shell 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 May 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 filed with the County Engineer; E 8 -no direct access from Tots 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; E10 -road design, construction, and drainage control tor 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 1 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 dedicatory 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. (D-dedication of _ft additional Right of Way along t'V6_TclAwOe! /moo -4d additional Right of Way along - jj additional Right of Way along E14 -a statement shall be placed In plat dedication that no direct eccus< bo allowed from lots to - — E15 -that a statement be placed In the plat dedication providing for future slope ease- ments as required by Spokane County along _ - existing County roads providing dlroct access to the plat shall be paved andOW curbed to Spokane County standards. that all public roads within the plat be designed and constructed to Spokane County standards. ,,, 9KAIE CDUNTV , W I WASH I NGTON 118 -that sidewalks are requited dluny the drier leis) on rA Pi's — - 19_8 Li • 1'ubl Ic H.,ad Standard I irILAI KuoJway but 1 tun (i) St.tion Number 2_ For wd ci3e -eEN Minimum Paving width //j (2) SuctIon Number 2 for r„ry[ ror Peving width (3) Suction Number f<,r _ Minimum Paving width (4) SuctIon Number For Minimum Paving width the word "applicant" shall Include the owner or owners of the property, his heirs, assigns, and successors. to construct the rued rnrprvuments stated herein, the applicant may, with the approv- al of the County Lnylneer, ,loin 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 RCM 36.88, as amended. At such time es on RID Is created or any Road Improvement Project Is sanctioned by Spokane County, the improve- ments required (curb, sidewalk, drainage control end paving to existing aement) will be at the sole expense of the undersigned owner, their heirs, grantees ass Ilins. 6VBriftYE6'- ow 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) tru will be at the sole expense of the undersigned owner, their heirs, grantees Evg N reme - eoc cL. 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.M. 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) ill N t th sole expense of the owner, their heirs, grantees and assigns. 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 tiling 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 Deportment. E25 -the proposed private road(s) as shown on plat ess lots; future public no extension possible; the County Engineer. Right of Way tract Is approved by y g 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 tl the cated: tt. strip ends h or p edges e ot o all a private " "Tract X X " that e d terminate or border the plat boundary. E26 -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. l29 -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 roods contained within or providing service to the property described In this plot. 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 acknowledges that the County has no obligation of any kind or nature whatsoever to establish, examine, survey, constru. alter. repair, improve. maintain, provide drelneyy or snow removal on a private road. (his requll cmer11 is and shall run with the land and Shall be binding the ouliyatlon to parti- upon thu owner their het,,, suice�ors or Includih,ereln. rIpdte In the maintenance of the p i '„ the Standards Set forth In Spulene County thu Vf.,p•,Sed plat shall G. �Irr ►•r •cud which •�stebl impel feyYla t Ion of C roads. c,a, he • I Ydl d bandhtees In d c newunstl uc l ion. on s ter reads, . app the County tnginuu. h•iS .,.)o•rn..J this duvulupment proposal and has determined that thu Impart ut this pr., .,I loon thr urlstiny County Road s warrants the dedi,a tlon <,l additional r au.) trio roadway Improvements herein specified. 2 . _ 19kt. 5_ d AS S STA - -- EXHIBIT B ALL SIGNATURE BLOCKS (ON 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************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Total amount of land in this Subdivision: • 7• /Acres Total Number of Lots 7 / C- Proposed density of the Plat: Total amount of adjoining land controlled by this owner or sponsor: vrf e Acres Proposes Use of controlled adjoining land: What is the driving distance in miles to the nearest fire station ?� »�� Shopping facilities? - 1�>>/4% , Municipal Boundary: — - Paved street or highway ct `•�yi /ir7 LAND USE**********************.************************************* * *. * * * * * * * * * * * * * * * * * ** * * * * * ** ** Comprehensive Plan Category: Indicate the proposed land use of the plat: Single Family Dwellings ()( ). Duplexes ( ). Indicate lots for duplexes: Multi - family dwelling units ( ). Indicate which lots: Mobile Homes ( ) . Other ( ) . Describe other uses: /r1• /),l'e= homes Describe any non - residential use proposed in the Plat: What is the present use of the property proposed to be platted? AR- - -- - // ----- List type of uses: Cultivated land: acres. Pasture: acres. Timber: acres. Vacant: .-'/acres. Other: Acres Is keeping of animals desired? No ( A ). Yes ( ). Type: ** :* * °.41C * * Q* * *A * ** *44 ./.744-41k* ire. 1* PRELIMINARY PLAT APPLICATION FORM P E - - oil 1 4�G IP � �� E - Lots /Gross Acre Proposed Zoning: IMPROVEMENTS**** Do you plan to file the Plat in. its entirety as proposed, or will it be a multi -phase deve- lopment? 4!>24 To what level of improvement will streets be constructed? Gravel ( ) - Minimum. Curb and Gravel ( ). Curb and Paved (X ). Paved only ( ). Describe any combinations of above: What is the time period expected for complete development of the Plat: 51 // g C Street improvements completed? Vy . Substantial number of lots occupied? Is dedication of any land for public use contempleted? (Parks, schools, etc.) No. (X ). Yes ( ). Describe: Indicate the size of units proposed to be constructed: Number of bedrooms - 7 • Estimated Sale Price /ZG - /02 Square feet 7 .5 - P5` - ova• Will buildings be built on the lots before they are sold: No ( ). Yes ( ,Y). Will any special deed restrictions be included in the sale of lots? o ( ). Yes ( eV. If "yes ", explain: C 3 /2- — , ,. �' { . /c.cAo fbi /`Z'tre vS L UTIL * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** Indicate the proposed method of sewage disposal: Septic tank ( )( ). Lagoon ( ). Treatment plant ( ) . Other, or combinations (Describe) 4 Gt f Indicate the proposed source of water supply: Individual wells ( ). Public system or ). Private community system ( ). Indicate method of extending service to the lots (Dwellings): Underground utility easements ( K). Overhead utility easements ( ). Utilities in streets (X ). No easements ( ). Indicate the distance from this proposal to the nearest existing water main: -Q feet Indicate size of nearest main: `; ' inches. -OVER- UTILITTFS - ( Continued)******************** ww******************* * * * * * * * * * * * * * * * * * *** * * * * * * * * * * . List utility companies or districts expected to provide service to this Plat: Electricity: VeveL •Gas: Gt��L( / Water: '' Water• ‘4 ,�'�� -- Phone: /VG( )› ACKNOWLEDGMENTS PROPOSED PLAT NAME: I, the undersigned, have completed the information requested, and the Preliminary Plat has been prepared by me under my supervision in accordance with the requirements of the Spokane Count' Department and the laws of the State of Washingtin. c� \..t S • S/ 4, ' J - � , ' � `� t , 'ASAi i c, (Si (- .. _i'!.- . ( . X 1. 1 - �e- --, Date: /2_ 3 b!c, � J I O s w2 f .0FG9st GRi 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 writ en Ferm_ission from said'owner authorizing my_ actions on his or her behalf. I also understand, should there be any It 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 thi .ecklist. / g ate : 0-43- s X Phone: P3.3 ,,7,5 Zip :‹-r X20 NOTARY a ( }L Date: - / ! fJ 7 NOTARY SEAL: ********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** B. Heal C. Sigr PRELIMINARY PLAT APPLICATION FORM (Continued) s ; • tore and 1 tl E X H I B I r A A (Address) -! 90i A rc' Phone: 4- (1 " 1 V • , iCr- e' Zip: 992_12_ . ' Part III -to be completed by Health District • Ater A. Health District staff hasncompleted a field investigation of the site. 7/1/3T P E - 14618 1, Page 2 District requirements for preliminary plats have (have n4 een satisfied. Part II - to be completed by water purveyor -- See PART VI A. This subdivision (is) (ic -not) situated within our service area B. We are (able) (nee) and willing to supply this subdivision with adequate water for (domestic) (fire) (marl) (cow) uses. C. Satisfactory arrangement (keve) (have not) been made to serve this proposal. D. Signature (only when items A, B & C are true and completed) E. Private (wells) (water system) is (approved) enied as i rim water source. V E RM k/441 rFri ft/ or: Ass mil: 2/ J / &'l purveyors name R i.1.505" sigra ture d itle date B. Signature B. Signature * * * Sig ture and Title [ /Ai Si nature' and Title g e E X H I B I T PRELIMINARY PLAT APPLICATION FORM Part VI - To be completed by County Building & Safety S&E Pc Z$ - 79' r . f)V Y)e P E - 1461- 04 (Continued) Page 3 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Part IV - To be completed by County Engineers Office A. County Engineers Office requirements for preliminary plats have { - n -e-t been satisfied subject to submission and approval of drainage calculations and drainage plan. Date * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Part V - To be completed by County Utilities Dept. A. County Utilities Department requirements for preliminary plat have (have not) been satisfied. Date * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * A. Fire Flow of ga .ns per minute required for proposal. ' Tr. C'c.il hn� F'tF l?o; p signature 427 i le date t .. * .. * :. .. :t s': * „ x' * * * * * :: * it THIS PART TO BE COMPLETED BY SPOKANE COUNTY PLANNINT DEPARTMENT Planning Department Information "�7 /‘ =// 2 °b Date Submitted: ) t/1 /..5 ,/ ,9 4• Preliminary Plat Fee: Z30 DQ Date Accepted: Checklist Fee: 60 ' Plat File No: pF= 11j - 6 Zone Change File No: Zt-57-8- Plat Name: &IIck,G1EEA) _ 0077 / Existing Zoning: /93 Number of Lots: / Date Established: 19 2, Location: Sec. T g'5 R 14-4 Advertised Zone Change: g School District: &,e y 35, Checked by: ,.)', Fire District: # ' l 1 '! Water District: VE,eA 1)147 ,2 F Comp. P l a n Category: j,J , L) ) PSSA bd ry: �,;;'v1�+c� -1 PUBLIC HEARING DATE : /)' r f �C5 I i !: T /oo e7! /oo /co to �Q J „ Fa .4 131 o 71.1' ~ \ rao ©' 0 71 so 2 1 co 70 co 0-9 s +s s/ Ii• / ' 2S. ta` i• ' - __ ..�" . - - - . Ert 0 h ;83 It. VT .5/9N/YEN .5/9N/YEN EN r /V0 02 4/ 7L �l /5 /5 /9"a / 7t. tt? p te y sb MN�s s • : • • , -7 .,, 7 77' S7•c 0 1 7; • ° ^0/3 G ?2 /4 ro 7, 7 tLi ©' 7 7 77' 2 1 co 70 co 0-9 s +s s/ Ii• / ' 2S. ta` i• ' - __ ..�" . - - - . Ert 0 h ;83 It. VT .5/9N/YEN .5/9N/YEN EN r /V0 02 4/ 7L �l /5 /5 /9"a / 7t. tt? p te y sb MN�s s • : • • , -7 .,, 7 77' S7•c 0 1 • ALL SIGNATURE BLOCKS (ON PAGES 2 AND 3) MUST BE FILLED IN, IF APPROPRIATE, BEFORE RETURNING TO THE PLAT ADMINISTRATOR. AREA AND DISTANCE Total amount of land in this Subdivision: 1 /5 — Acres Total Number of Lots " Proposed density of the Plat: PRELIMINARY PLAT APPLICATION FORM Part I - To be completed by applicant and surveyor EXHIBIT E3 Total amount of adjoining land controlled by this owner or sponsor: /747rf Acres Proposes Use of controlled adjoining land: What is the driving distance in miles to the nearest fire station? Shopping facilities? -),,,, / i. Municipal Boundary: _ Paved street or highway LAND USE I is the present use of the property proposed to be platted? 'Z.ist type of uses: Cultivated land: acres. Pasture: "'imber: acres. Vacant: I- y,o` acres. Other: Comprehensive Plan Category: Indicate the proposed land use of the plat: Single Family Dwellings Duplexes ( ). Indicate lots for duplexes: Multi- family dwelling units ( ). Indicate which lots: Mobile Homes ( ). Other ( ). Describe other uses: Proposed Zoning: LMPRQVEMENTS * * * Is keeping of animals desired? No (7 ). Yes ( ). Type: Indicate the size of units proposed to be constructed: Number of bedrooms Indicate method of extending service to the lots (Dwellings): Underground utility easements ( -,'). Overhead utility easements ( ). Utilities in streets 0' ). No easements ( ), (X). Describe any non - residential use proposed in the Plat: / * * * * * * * * * * * * * * * * * ** acres. T : * * f� +* * a* 1( ?4'w $�1: , *ch e.5 Do.you plan to file - phe Plat in its entirety as proposed, or will it be a multi -phase deve- lopment? r 4 � ,�,4 To"what level of improvement will streets be constructed? Gravel ( ) - Minimum. Curb and Gravel ( ). Curb and Paved ()‹ ). Paved only ( ). 'Describe any combinations of above: What is the time period expected for complete development of the Plat: 5c „ n9//'gv 4 Street improvements completed? , V. - `/ . Substantial number of lots occupied? Sr rrsi - tf� Is dedication of any land for public use contempleted? (Parks, schools, etc.) No. (2‹). Yes ( ). Describe: /Z - /f/ Square feet • Estimated Sale Price ✓ - 6)5-woo. Will buildings be built on the lots before they are sold: No ( ). Yes ( X ). Will any special deed restrictions be included in the sale of lots? Flo ( ). Yes If "yes ", explain: (--' C-' i.• 4 - , I" , / ” `L r6 C/SL UTILITIES******************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Indicate the proposed method of sewage disposal: Septic tank ( ). Lagoon ( ). // Treatment plant ( ). Other, or combinations (Descr ) . ,)c. ( ir, i' 'V c z. 1 ' e 1, ;'r Indicate the proposed source of water supply: Individual wells ( ). Public system ()' ). Private community system ( ). Indicate the distance from this proposal to the nearest existing water main: t0 feet Indicate size of nearest main: inches. - OVER- Lots /Gross Acre Acres E X H I B I A PRELIMINARY PLAT APPLICATION FORM (Continued) UTILITIES - (Continued) List utility companies or districts expected to provide service to this Plat: Electricity: V '✓cam 'Gas: G. /,.'a./%' Water: I/4' fe._ Phone: A/6) a ACKNOWLLDGNEJTS ** * * * * * * * ** * * * * * * * * ** * ** - " Sit_ r .-- : � T 1 �1_.-- I t he undersigned, have completed the information re uested and the Prel'- mirary Plat has � � � P q � by me under my supervision in a:ccrdance with the requirements of the Spokane Count _.•.•• Department and the laws of the State of Washingtin. � 'o ��. � � y (Signed) ."�,j "/ ( �,,r� ,q � • 4°- (Addre y. / ` '1•`, # . , . . . P hone. n- C S 4- I V f t - 457E 9 ' i o suRAfik 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 ecklist. PROPOSED PLAT NAME: been prepared NOTARY SEAL: C. Si (Signed) (Address) S OO NOTARY ******* ** * * * * * * * * ** * * * * * * * * * * * * * * * * * ** l Page 2 ***** * * *i** * * * *** * * * * ** * *** * * * * * **** Date: / _ Zip: =' l 2. ate: Phone: Zip: Date: Part II - to be completed by water purveyor -- See PART VI Part III - to be completed by Health District At1 T A. Health District staff has,\completed a field investigation of the site. B. Heal'', District requirements for preliminary plats have ve not) been satisfied. A. This subdivision (is) (is a eoa.t) situated within our service area. B. We are (able) (n,iie) and willing to supply this subdivision with adequate water for (domestic) (fire) (ia4 tr a1) (co ed) uses. C. Satisfactory arrangement (live) (have not) been made to serve this proposal. D. Signature (only when items A, B & C are true and completed) E. Private (wells) ( water system) is (approv.d) ��niedl as n i .e` im Ovate `w source. _ �14 V E. K 14 K. N F't-« Ps �'c�„'k �; r .„r st purveyors name 115 J S signature d itle date * * * * * * * * ** * * * * ** LA-14, ( )eiz s'. ature and t ti * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Part IV - To be completed by County Engineers Office A. County Engineers Office requirements for preliminary plats have { •n -e-t) been satisfied subject to submission and approval of drainage calculations and drainage plan. B. Signature * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * A, County Utilities Department requirements for preliminary plat have (have not) been satisfied. B. Signature,, 1 tv /Ltd -(11 // //: Si 9 nat re and Title Date * * *U* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * A. Fire Flow ofr. gal -ons per minute required for proposal. � = M2.4 P� Y l2, r, TI L) signature any i e date • THIS PART TO BE COMPLETED BY SPOKANE COUNTY PLANNINT DEPARTMENT Planning Department Information Date Submitted: Date Accepted: Plat File No: Plat Name: Number of Lots: Location: Sec. School District: Fire District: Water District: Comp. Plan Category: PSSA bdry: Sig /ature and Title E X H I B I T A PRELIMINARY PLAT APPLICATION FORM (Continued) R PUBLIC HEARING DATE: , y Date Part V - To be completed by County Utilities Dept. Part VI - To be completed by County Building & Safety Preliminary Plat Fee: Checklist Fee: Zone Change File No: Page 3 Existing Zoning: Date Established: Advertised Zone Change: Checked by: A. Project Name: - YCP�fei�•y �rt1p4 PROPOSAL Number of Parcels: / Section 2 3 T. .75 N. . DEVELOPER AGENT OWNER ENGINEER B. PULLMINART CONSULTATION: Date: Remarks: Preliminary Conditions R /CI?? U. SPECIFIC CONDITIONS: E. FINAL PLAT CHECKS S P U K A N E C O U N T Y E N G I N E E R - - P R E L I M I N A R Y C ON S U L T A T ION- -- Name: Address: 4 e . ,, Phone: Business 23-'3S Fi /i Name: Address: Phone: Business Name: Address: Phone: Business a) Right -of -Way b) Curb c) Sidewalk d) Pave e) Approaches f) Drainage g) State /City r/77/7",e7 RS l ercTeJ r_ 1 4 S Fee Paid: Yee No Amount $ Planning Application Signed: Date / r34 [f /� Y Pb . E.W.M.; Quarter Hume Home Home Number //3 /fry By: - WI `['LLrr� Revi ew (.{) NOTE: This proposal must comply with Spokane County Regulations for Roads, Ap- proach and Drainage in New Construction; Board of County Commissioners llasolution 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: Cash By: Check 81( 808 SPOKANE COUNTY ENGINEERS RECEIPT Date 3 - /S 191/Y___ 8806 Received From - Th"/c 5 5 8 /4ck eo • Address AMT OF ACCOUNT AMT PAID BALANCE DUE ACCOUNT JAMES S. BLACK & CO., INC. 500 COLUMBIA BLOC • SPOKANE, WASH 99204 PHONE (5091 838 2511 I JAMES S. BLACK & CO., INC. CASH CHECK MONE Y ORDER HOW PAID /G5 3 4 fF' ';TIT .f By 5 SPOISANE MAIN OFFICE OLD NATIONAL BANK OF WASHINGTON IPOK•N[, WA•HINOTQN 2116 00 L6 5 5 3u' ': 2 5 L000 340:00 L 5111080�� 51I' DATE 3/9/ ed Dollars $ JAMES S BLACK & CO. INC 16553 16553 $ 280.00 Ili KNOW ALL MEN BY THESE PRESENTS, that Rose Company Realty, Farmers and Merchants Bank of Rockford and Himalya domes, Inc. ; have caused to be platted into lots, blocks, and streets, the land shown hereon as "HERITAGE COURT" and described as follows: The South Half of Tract 149 of Vera, as per plat thereof recorded in Volume "0" of Plats, Page 30; Situate in the County of Spokane, State of Washington No more than one dwelling structure shall be placed on any one lot, nor shall any lot be further subdivided for the purposes of creating additional lots or building sites without filing a replat. Only single- family dwellings are allowed. WARNING: Agricultural related activities, including animal keeping in the area, may produce odors, dust and sprays that are objectional. Individual driveway access permits shall be required prior to issuance of a building permit for driveway approaches to the County Road system. The plattor does hereby dedicate forevgr the streets shown hereon for road purposes. The owners, 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. Theoimprovements required (curb, sidewalk, drainage control and paving) will be at the sole expence of the owner, their heirs, grantees and assigns. Applies to Evergreen Road only. 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. • Each new dwelling unit shall be double plumbed for connection to future area -wide sewerage collection systems. Use of private wells and water systems is prohibited. Subject to specific application approval and issuance of permits by the Health Officer, the use of individual on -site sewage systems may be authorized. 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 s well as fire protection to each lot prior to sale of each lot. Drainage easements, as platted and shown hereon, which are for the purpose of installing, operating and maintaining drainage swales and drainage facilities to dispose of runoff, are hereby granted. Tne County of Spokane is hereby granted the right of ingress and egress to all drainage easements adjacent to the public right -of -way. The property owner shall maintain the drainage 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 approved plans. Five foot by ten foot wide utility easements are provided as shown hereon. An access easement for agricultural uses across the S.E. corner of Lot.9, Block 1 as shown hereon is hereby granted to the owners, heirs and assigns of the properties Southerly of, adjacent to and abutting said easement. IN WITNESS WHEREOF, we have hereunto set our hand and affixed our seal this day of , 1987. Rose Co. Realty LOT AREAS CURVE DATA Lor BLOCK AREA 1 1 I 1 , 696 SQ. 2 1 10,001 SQ. 3 1 10,001 SQ. 4 1 10,001 SQ. 5 1 10,001 SQ. 6 1 9,878 SQ. 7 1 11,620 SQ. 8 1 13,810 SQ. 9 1 13,838 S2. 10 1 11,636 SQ. 11 1 9,893 SQ. 12 1 10,017 SQ. 13 1 10,018 SQ. 14 1 10,019 SQ. 15 1 10,320 S2. 16 1 11,720 SQ. STATE OF WASHINGTON)SS c3UNry OF SPOKANE ) My commission expires FT. FT. Fr. FT. FT. FT. FT. FT. FT. FT. FT. FT. FT. FT. FT. FT. Charles E. Simpso P.E. and L.S. No.9 DEDICATION Farmers and Merchants Himalya Homes, Inc. Bank of Rockford a = 90 °01'57" R = 20.00 r = 20.01 L = 31.43 /4\ a = 52 °01'12" R = 15.00 T = 7.32 L = 13.62 ACPCNOWLEDGEMENT On this t '' day of , 1987, before me personally appeared Jack P. Maselli known to President and Owner of Rose Company Realty, a Washington Corporation; known to be of Farmers and MerchantsBank of Rockford and `° known to be ¢'.- of Hjmalya Homes Inc., a Washington Corporation, as the individuals who executed the within and foregoing instrument and acknowledged the same to be their free and voluntary act and deed for the uses and and purpose herein mentioned. the officers of the above corporations on oath stated that they are authorized to execute the said instrument and that the seal affixed (if any) is the corporate seal of said corporation. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written. SURVEYOR'S CERTIFICATE this . correctly rep $ s direction in conforms .:"' J d ire c c4 ,, 1- �,�.� County Subdivision Ord 1 •66 a = 89 °58'03" R = 20.00 T = 19.99 L = 31.40 a = 52 °01'12" R = 15.00 r = 7.32 L = 13.62 Notary Public in and for the State of Washington residing at , Washington rvey ,made by me or under my quirements of the Spokane LEGEND SCALE 1 " =50' .= MON. & CORNERS FOUND (AS NOTED) o= CORNERS SET 1/2" REBAR CAP 706 ---= SUBDIVISION BOUNDARY BASIS OF BEARING The Bearing of EAST (ASSUMED) along the centerline Eighth Avenue was used as the basis of bearing for this plat. • 1'- 34 30 FOUND BRASS MON W /NAIL 0) M N M O N V) cr w N O 1 w 1O r o • 0 f� 0 04 N - Z .1 a L1C cr to n II co 1 I Zi I W 1 0 W � 3 / I o�� 2 W Cr N o > -I W1 oI 0 s 0I w 0 o W I M ~ Z • w - wcc - I- 0) DRAINAGE EASEMENT I0 N 66.01 16 86.00 FOUND BRASS PLUG I hereby certify that the required taxes on have been paid this f . /6 X41 By Spokane County rre a urer Examined and approved this Spoka County Assessor Examined and approved this Spokane County Engineer Examined and approved this a . Examined and approved this 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' 86.00 73.00 N f rn 1 �N 65.99 o , g I 73.00 0 By - 0 1 _ 5 18.5 ti N ti M J - N O 0 O 0 Z Spokane County Utilities Director COUNTY OFFICIALS 711 Spokane County Planning Department Examined and approved this day of Spokane County Health District Health Officer xamined and approved this Spokane County Commissioners Chairman UTILITY 73.00 UTILITY 18.5-\-- DRAINAGE ar EASEMENT 73.00 E SCALE r day of v Deputy day of day of day of day of Director day of Q EASEMENT W N O 0 O 0 Z 73.00 0 0 1t) '5 ' 73.00 g 1' 73.00 o� _ EASEMENT i re 14 7300 50' • . 5' T 9 TH COURT N 89 °59'I5" E - -- 515.00 --- Jo 5' ,-r_• 1 theherein platted land ,1987 ,1987 ;tit- ,1987 632.52 8 TH AVENUE EAST (ASSUMED)-- 2650.05- - v 1.1 tei N 89 °59'15 E - -632.7 7 3.0 0 73.00 73.00 13 BLOCK 73:00 ,1987 ,1987 ,1987 ,1987 1 r O O ti M s 89 °58 W 73.00 O UTILITY EASEMENT 73.00 73.00 0L UTILITY EASEMENT O 73.00 Y L. • ‘,4 5' 5' "or -1 _9. to N N MINIM 411•111111111 O N1 O 0 O ( f ) I Z - 632.90 12 TH AVENUE 73.00 73.00 Z I • 13.25. a 0) N J051.78 5' ' 13.19 S 89 °57'05 W -- 2653.19 -- N 61.99 Or- 140.00 ^ 140.00 140.00 `- ■ j UTILITY i�o EASEMENT DRAINAGE EASEMENT O & 32 ). UTILTY I /� <0 5� EASEMENT 61.99 O N 32 - 1 -97.81 N e9 ° 59'15 "E(R) 9 37.71 1\ 0 O N t0 AGRICULTURAL INGRESS - EGRESS EASEMENT R :20 / 37.90 4 w M MONO 010 f lar1 L.4 LJ s 1 1 N 1 .J FINAL PLAT HERITAGE COURT FOUND BRASS MON W/ NAIL ;,•' • 1 a. 1 FOUND BRASS PLUG A PLAT IN A PORTION OF NW 1/4 OF SW I/4 OF SECTION 23, T.25 N., R.44 E.W.M. SPOKANE COUNTY, WASHINGTON CLARENCE E. SIMPSON ENGINEERS, INC. N.909 ARGONNE ROAD PH: 926 - 1322 SPOKANE, WASHINGTON 99212 Al t " l rctf E7 7 04 r/p2f (4cc:A A-'� 7cA.) Tdtkok CLARENCE E. SIMPSON ENGINEERING. CIVIL ENGINEERS AND LAND SURVEYORS . N. 909 Argonne Road Spokane, Washington 99206 Telephone: 926 -1322 JUN 0 ` 1988 SPOKk14+_ ;:ER Telephone POND "A j Pond Floor — qp Elev. 23 5 a N /E GS.9 97 � /1 Telephone Po Sn Barre/ D r y wel l(Type A ) „ ,_Sp_ o Counr S tandard Metat 7 Frame £ G rat e (Type 3 ) S /-t io aS'L* Top of Grate 24 2. 73 • Sta. 1 +33 „Curb C &? 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MINN ••••••1111=1 =1•1111 =MIME= 1=1111111111111•1=111•111•111= 1•1=1• = •11111=1 WE I■11 ■710= 011111 - N011=18 NE • 111M11=== 111WININIMUN MO IN .1111111==111•111111111111•111=•1•1 M=1M =SIMI MCI M •111•11111 1•1•1101■•=01=111•011•1111•1• = NMI I =O M •1111111•1= 11 11111 =MI EMI= Mil l 1== 1111.11k. •111 ''111=111 MI= NEM MINI ••••=111111M =INV CV=!11111111=1111=1=MIMMINININIIIMIN•11=111111M1•11 =111111111=•1•1 0111111•111111111=1111•11•0111111=== =1E11 M111111•1•1•1111111111•1•1111 MN= MIII• MEM M•111111111•1111111111 1•11111111101•1111•1 •=111 =MI IN1111111■1111111111=1111111111111111.11111111E11= =MI 1•11111••••1= = =MN M111111=1111111=1 •11=11111111111111111 •=11111111111111111=11•111111111111EIIII 1111111=11111•1 Mil =MR ITE •WAINIII■ •111111111111==411111• =111•P' Wri = 0111 :". MA Ifs, =r A II 111•11111=11111111111=11111111 IINIMILLP=l1111=111•11=11 bd•1111111 =NW INIE=1=11•1111•111111•11 MEIN 111=1•11111111111•1111111•11•1111.1= •11111•101111111111•1 11=11111 •Il M111111=== ....1 "••••=1111111111■1 ..... MI= milmiiiiiiiiiii ............. mili MII•1=1=1111••=1111111111011111•111111• IM .. Iff/21/N1 Nff71=1TIE1•7/M FRTZTMCIAAT3'APMF•1! WX=W22•7===111 • MINIM =MN 111111111 M14111=1=1111111 11 4/A=EaTTIMEMM=M71=1MIN:raCnINUT:1111h=2;r111MITZILMIMMIF =NM MIMI WA OA I AMIN= /1••=1==1 MILIIIi1111111■ raIIII■ M■11• -.•_•x MI•=1 MINIIMM•11=0 =EI EIVNIC•=1111ESMIIIIES MINI111•1111M r 4 NIII11•1•1111= MIE111.1111111111/ 1_117;AWMIIIIIMILIMMTWOMTM/111M111111•1=1■1111•11111•11111111111 INII•••=11===11■11111101 =1-011MIIM•n11=111.11M1=1011=11111•1=111Wri 1===1111•11111•11111===1111111111111111•1111•1•1•1E■1111111111111111111111=11111111.111 mmoramilea imimmusuist NIN•111=11•1111.11111111■IMMINIM111111111111■11•11111•■••11111■01.11•111111111111•••11•11■NIIIIIIIII=■11111 MINN IIIIIIMM1111111••101•111•111111,911111111 ME =111111111== 12111=41110i V11111111111 = MOON MEM WM= •=11•11011=1••111= -Noo ll.111111111111111.111111 MIIIIIIIIMIMIIIIMINIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIINNIIIIIIIIIIIIIIIIIIIIIIIIII: MI= 11•1111110===.1111111111111111111=11 1111111•=111•1•11111•••=1111• MEN INN= •1111111111111111=1•11•111111=11111111•11111111•1=011111•11101•111111111111111111111 MN= M1111111•11111111=====1111111111M111•1111111111 1111111111111=N11111 •1111111111111111 FIMIIIMMIRIli r1181. ' MIIPLITIRIMIENTM ...71111■ Nourim iiIMMISZNINIMIDZIIIIIMIIIIIIIII MIN1111111111111•111•=111•••=1•11••=•1•1=1•111=11111111•1111111111=11111111111•=111■ _ MNE11==iltalMli■ ENINNE■•■._ olummilmo moskiiim -Nierm, .Amm ilimillim i ialiiiiiii ______■ limilimivr.___ mom mismonmoommilmillimilsimml.111.1-11-ii =MI mom im Era . _ = amou ....110111•0•1•111110•1111 - -;---1 =Pm wi'm. 1111111111111:11MMLIIKIMIT=1:0=MA mumm IlirNIC.71/MfarlIMMESMIIIIMA IT MIMI= ===111111111 MEI= RITNICZAMIIII= 12111=1111•11= 11111111•11111=11=111•11 MI= MEM 1•101111111•1111= llaj=1•10■ Er ii=M1----•■•111 =MI =MI MI= MIIIII•••■1111111111=11•1•1•1 •11111111111iii O•1111•111111•=1111111111112 r -..i....2---- = 111111111111•11111111111 11111110•1111111=i WINING 3111111==•111111 =NM =I= MI= 1111111111=1 MEM 11=0. =II= 11111=116=1•111 =MN MI= =1111111 =11111111 '111101111=11•11111•11 " ■-",•111M.11 =11 WAN= I"NommaNs "11111=11111•01111•1=11 ••=111•11111= =11111•1 MINIM 11111=111 I11111111=111111111•1101011101 •111111W1•111111•11•111111UM=1111111=111•11•11= 111111=1•11111=1 .11=1111 41111•1.1111=11111111 MINIM 1111/1111A 111111111111111 1.... 111=1=1=111101=1111 MMIAM Norms M ME MINEMEIEM =al OliMMI MEE ====11 E-1137F4E/Ginr. •INE•1=1= imuciarmbrarevirAN 11•11111•111111111111=111111= immoss W1 1 1 1 1 ..91P1MNIIPM•11111.1. •_!IIIMmIlLmn111111 !!_.• 111 M111 TPA 111/AW/P41 l'AIIIII•11=111• 11 NI II '411111 =111 11111;1•11111:0M1=111111111111111•111111•11 = MEMO 1.11111.11 .11111111111MEMI MIME .1.111111111111111111111 MINTI - I li 111.111. MIM11111111■1===1111114M1111111111 _MG alM11•1111■1•1/EMIliiii10:VII/11114 ••=111•111=•=11=1=1111.1111111=11 •••■•===■•111•11•1=111==111= MIMI MIIIIII11111=111111111 M1111=1/11 111111/1111.1=11111111•11111111=rMi1Will11 M111=11 = =I= •11=1•=111=1 _ __ _ _ _ _ MEN 111111111•1111•11111= MI= ; I AR * U 1 - roxdal ■ M , * DI M11111:1 . 1 - 11=•11111•11111111•11 k ' 1 " 1 - -°` -1 ' m' kliaitallie •1111111111111=111111M= 1111111111fTW.117a111 -- •1111111111111111111111 MI _ 11111• 1 , - 1111 _' ',krV. i I. I mil a ■ 1 1 . 1r 7 111"n"'N1(77.TTIIT:T=', • 116.6i6 ..11r - .. 7 1r1111r=411111G - 7 1 Al NI • r4 z■ 7 ,10114611, 1111 11.10801.110011110180111111111011~110111111111110 minimmimmis,ar „, A' I Nl. =1•11•1 1111•=1111M11 w . .411111 / 1 1 t. • 11 L II. 11P" t mum ! - 4k 7 ...."■ moo •11111111= M111111111111111111111111 •11111111111 111 7 ■111.1111111111.111111111111== •1111•=11•11= =I= •1111•11••11=111111111111111111 =NM 1111111111111111111111111.111111111111111=1=1•1111111111111111111111111111111111111111111111111 • - 11117 111r 111 111 = =NMI Telephone Pole /Co Telephone Pole Br Drywell(Type „SpoKane Counry 57'anclard /1e 16 1 Frame Grale (Type 3 ) 5/.7•1+10 Z52.7L Top of6rae : 242- 73 1 _ 73 73 73 Double Barre/ Drywe// (Type 8) SpoKane Counfy 5#anda -cl fr1e4a/ Frame Gra7le (Type 3) isE Sta. 1+10 z5"fit Top o1 6 ; 241 cur 515. 3 c Line -4. 51.75 401 . 39 f , iri arrel Drywa II (Type A) 5po e County 5 . Metal FrarnelGr 32 Top of Grate : 30 97.81 N 9 so KEUFFEL & ESSER A KRATOS Company 48 7024 Made in U.S A. PLATE 1, PLAN-PROFILE Varies TYPICAL SECTION NO S Ca ie. 2. A sphal4 Con cre4- e Pavemen4. Class B Compac dep4.1 Asphal+ con-fen+ 5 +0 GY470 W.S.I-4. b. Spec. 4" crushed Surfacing Top Course compac4ed Depth V.S.1-1.13. Spec. .oa7a UJ 0 0 0 w co 1- 0 0 z z EDICATWN KNOW ALL MEN BY THESE .). S S, tha. Rose ..ompany Realty, Farmers and Merchants Bank of Rockford and Himalye: Home„ Inc. ; nave caused to be platted into lots, blocks, and streets, the land shown hereon as "U'ERIAGE COURT" and described as follows The South Half of. Tract 149 of Vera, as per plat theteof recorded in Volume "0" of Plats, Page 30; Situate in the County of Spokane, State of Washington No more than one dwelling structure shall be placed on any one lot, nor shall any lot be further subdivided for the purposes of creating additional lots or building sites without filing a replat. Only single- family dwellings are allowed. NARrING: Agricultural related activities, including animal keeping in the area, may produce odors, dust and sprays that are objectional. Individual driveway access permits shall be required prior to issuance of a building permit for driveway approaches to the County Road system. The plattor does hereby dedicate forever the streets shown hereon for road purposes. The owners, heirs, grantees and assigns, agree to join in the formation of a County Road Improvement. District pursuant to R.C.4, 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 expence of the owner, their heirs, grantees and as signs. Applies to Evergreen Road only. The Owner(s) or Successor(s) in interest agree to authorize the County to place their name(s) on ao petition for the formation or a ULID by petition method pursuant to RCW 36.94 which the petition includes the Owner(s) property and further not t:o object by the signing of a protest petition against the formation of a ULID by resolution method pursuant. to RCV Chapter 36.94 which includes the Owner(s) property. PROVIDED, this condition shall not prohibit the Owner(s) or Successors) om objection to any assessment(s) on the property as <t result of the improvements called toe: conjunction with the formation of a ULID by either petition or resolution method under RCV1 Chapter' 36.94. Each new dwelling unit be double plumbed for connection to future area -wide sewerage coSj ct'n systems, Use of private wells and water systems is prohibited. Subject to specific application approval and issuance of permits .individual on --site sewage systems may be authorized. The public water systecn; as approved by County and State Health authorities and district and purveyor, will be installed within this pl.aE. and the subdivider :w i nd : idual domestic water service as well as fire protection to each Jotoptior to naie of each lot. 1 7 wn hereon, is dedicatnd f: } g�. easements, as platted and shown hereon, which ale 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 right -of - gray. The property owner.: shall maintain the drainage stale with a permanent live cover of lawn turf, _ with optional shrubbery and/or trees, which do 'not obstruct the Ll:ow and percolation of storm drainage water in the drainage swale as indicated by the approved plan rata^ foot ten' foot Sri: t' 'utility easements are provided as shown hereon. WITNESS WHEREOF, ' w .have hereunto 198. My commission :AREA Ii,C96 q 0•0Q1 10, 001 10, 001 S , . L"i' ' 878 $tiff, 1•'r , - 11,620 SO. F'1" 13 1..3,t‘ 8 q). .i' 11,636 S. PT. 9,893 SQ. CT. 10,017 SO. lO k ' 018 SO. x1 10,019 SQ. FT. 10,02 '). R3". sD, `' ,, ;_ . 991 52°01'12 15.00 7.32 1,3.62 � '` , L ED GEMET.iVer y the Health Officer, the 11 local fire pre va de for is - map cox eet1? represents a survey made by me or under my 'direction in conformance with the .ra u:irern:ents of the ..Spokane one County Subdivision Ordinance. [- ima•litaHomes Inc. The Bearing O Eighth Avenue this plat. On 'thi:, day of w , 1987, before me parsonal1y appeared Jack P. Masel1i known to PreE,idernt and Owner of Rose Cantpany Realty, a Washington Corporation, known to be of Farmers and Merchants Bank a1' Rockford and known _- of EI7tdalya Homes Inc., a Washington Corporation, : as the individuals who executed the witnin and forccoing i nwtrument and acknowledged the salve to be volunt;ney act and doed for the uses and and purpose herein mentioned. The officers of the above corpot atiorts on oath stated that they are authorized to instrument and that the seal_ affixed (if any) is the carp +rate seal of said torpor their free and It tkpiI't'7ESS WHEREOF, above: written. xp.i have hereun to set' my hanr3 and a ffixed m official seal the day and Notary Public in and for the S e4i;.si. at the . year rate of Washington Washington execute tion. SCAT.,E 1 =50' 0= MOLD. & CORNERS FOUND (AS NOTED) 0= CORNERS SET 1/2' REBAR CAP 706 SUBDIVISION B0 [fl . A". SIS OF BEA EAST '.(ASSUMED) along the centerline was used as the basis of bearing for said first ING e 34 . 9 0) 0) 86.00 86.00 '' FOUND BRASS PLUG 0 5 65.99 n .bolt 0 • ' E 73.00 � UTILITY s' '0 73.00 N 66.01 9 Ica 73.00 - UTILITY r. 16 c N 15 th ° 0 co 73.00 0 0 M w N 0 0 73.00 0 0 ti. rn womb EASEMENT .,-•• 73.00 ±( 9 TH COIJRT N 89°59 E .. -• 515.00- 73.00 4 i ASEMt NT, e 14 73,00 N 0 z 1"C.:1 N 89°5945"E 73.00 BLOCK 73.00 w O -N K. 0 r0 0 0. 0 73.00 !'« • 73.00 5' 13 BLOCK 73.00 to to N . 12 0 0 0 0 z --632.71 - 0 ro UTILITY EASEMENT- 5 73.00 ray" 73.00 c„L UJTI1..ITY EASEMENT 7 3.00 1 to N tO i t 51.78 ;3' (I 0 0 0. cif 0 S 89 °58' 32 "" W - .» 832.90 T !e V:R\ 73.00 cr "I 6 hl In t�1! 101 12 TH AVENUE 7 Me. WWII w C) 0 S 89°57'05 -- 2653.19 - --- w pJ 0 0 0 61.99 10 140.00 61.99 "� - •-* UTILITY c) / EASEMENT 140.00 �S � A. 41 ..� >,+ UTILITY ?,,,/ EASEMENT 97.81 N 89 °59 Was 37.71 0 (0 INGRESS - EGRESS EASEMENT R :20 / 37.90 MORNII 0 1t) 0 0 0 !' 01,110. OINIMY miaow WORM TRIP L-17 8- I A 23 0 tr 0 0 W N FOUND BRASS MON W /NAIL 2 .23� °- 1 30 O 1 0 I1 et it I hereby certify that the have been paid this Spokane - Gaunt: fTYi E Distrtc) ft alth. Officer 1: Examined and approve-1.. th.i.s • 0) tO 8 TH AVENUE - EA ST (ASSUMED)-- 2650.05-- -- TY FFIVALS required taxes on the herein day of By Spokane County rreasirer Examined and •approved this Examthed and approved By Spokane County. Assessor Cxaitiined and approved this Deputy day of Deputy day of .Spokane . :Cvunty - f ng veer: Examined and approved this : day of Spokane County Utilities Director' w Examined And approved this day of Spokane ;County L .annr;ng: iiepartment Erector day of lay of pl atted land 1987 .' ,1987 ,1.987:.; ,:1987 x ,1987 ,1987 3 632.52 0 N CLARENCE a FIMPSON ENGINEE rr, INC. DRAWN BY: 99212 PROJECT NO. J DRAWING NO. FOUND BRASS MON W/ NAIL FOUND BRASS PLUG NW OF 23, T.25 N. RECEIVED SEP 1 1987 liln j► f uRk IMM EMIZIIN 1M =I= =in. mom. 1111MIIIMIIII E MENI"Im_...11= ,J .......... MIIIIIIIMIIIIIIEINIMIIIIIMIIIIII•1•10111111MINNINNINSIM• 11111•1•1111111111EfflIMIN111111111111■101111 MINIMINIIIIMINIM,VINIIIINIMINIIVANNIN == " MIIMINIIIIMMUMIIIIIMIIIIIIMINEMONIIIIMINNINIIMIIIUMNII 111111•IMMIN•111.11111iMINNIIIMMINIMINMIIIIIIIIMINIIMILIMIIII Niummwma =Liu... MIll===" ••••ra ECIMIll NEMIIIIIMIIIIESMIIIII in min allINIMI n . . =I ...........____EI-11M .......... ,,... ..... 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M IIIIIIIIIIIN liiiiiiiii............miiiii - lmilion 1111•111111111111•11111111111 MUM 11111111111111111111111MMINIIIII771.—C7A 11111•DIMIIIMTLIIIIIIIIIIMIMMINIIIM' • • U4 4 .... —.............................. .............. ...... 0 ........... =i1Eginsw.-... Eni IIIINIDIUM .1 =gra EN FALIMINIILM 11=11111M IIVIIILIVAIMI14711,411111 MIMI 111•111111 111=1111111 I= 11111111•11111111111111 111■1111 =I=111= MUM Tel epkone Pole 1 In POND "A" i Pond Floor, Siev : z3 5 aDrainage easewie-nt GS • 99 Telephone Po le sta.. I + ZS,Cur b Cut Sim31e. Barre./ Dryvile//(Type 44) „SpoKane CounTy Sfandard efacl 'El Frame e Graie (Type 3 ) • S*'. /#/O) a LI 7Op of : 242 73 73 14 'Gs_ I 73 73 73 in "----;-,—„, Double Barrel Drytve// (Type 8) POND 8 i 91 0.€.12 m tr) - S P ° / < ne Cour)÷,Y Slant/a -d i•e/e -a / Fr am e 4' Gratae (Type 3) Sta. 1+10 Z5'/1 t Top c:,' 6.rate : 241 .9 IQ curb Line 5/5.1p0 3 i -curb Line- COURT ine - COURT 51.1e3 51.751 ( 99 <0/.93 8 "• Doub/e. Barre. DrywAl 1 (TypeB) Spokane County Met Framel Grate. Crype.3) Sta. 5+83 2.5' 0 gz Top of 6rate 251 POND C Pond Floor Elev/242 Drain Easement 37.90 48 7024 Made in U.S A.* PLATE 1, PLAN-PROFILE a Concre-Ve Pavemen w CI . a s .S .H S .0 " 8 . p c e o c i-n . pac4e 3 c:i dep+h A SP h a 1'f col' etl-i* 5 / 47. +0 Gr4 4 Sur-Facin5 Top Course compac4e01 Der3-1-1-1 (/.14.b. Spe c. Line pond with srass sod. w 1- 0 0 0 W w w > ~ D O cn a 0 w w Y`S 0 U w w 00 z < w � : G 0 0 CO w O z O z w 1- 0 r m LL- n_ 0 U (n Z 0 Y O W 0 Z = w w 0 0 0 w p z w l w _ w ti O C aoo CO Cr) 0 z KEUFFEL & ESSER A'.KRATOS',Company Aft 71194 hit Aria in 11 C A . PLATE 1, PLAN - PROFILE NOTE BOOK • 30 d 1 i 1 I 1 f 34. ' g6 Telephone hole N. 1 POND.,A _ - -- �� 73 a , r n Sih91e. Barra/ S okane Coun-r �� 73 3 Drywell(Type A) Y Standard Metc E Grate (Type 3) Top of - Grate • : 73 73 r - - I ; 242 73 73 L rn m 6 N - - �-- - 1 \ 14-0 37 7/ 0 • 7 a 3 fti - -- - - 8 - � \\9 Spokane. Double Barrel Drywe l l Col. 99 CoUnty Std. TYPICAL SEcT/oN No Scale (TypeL�) R/W 13/6/ it) 0 1 S 2 Pond Floor Elev.: 23 5 15, '5 �' Frame (u '' ° A 0 Z44 a N a ti &Drain ge ') St l a /+ z5 7 3 '• Metal F rame-1 C7ra (Type.3) Z Co5.9 I 1 , � Q 5 1.751 Sia_.5 +83 Z5 Lt. Z5-° a 5 - (� Fj 32 Top of Grate .• 2: /g° � ■ � I N . +a. ' ` - �s C Ur b Li ne -� ' � ' sta 1+25 Curb Cut 9 1 -h 5 / 5.00 COURT i «9b�t'4 30 � 97.8:703) /8 N / I / , 1 Z 3 4 1 S ,4 Sta • 1 +33 Curb Cut Curb L ine S R S N&9 3o °59' It r we _ oz } /�+ >7 �- �9 - 32 1l r 'l1/ = I11 �- .oZ7e 1 Q �� I1= .111= / / /= / / /-.. ( ^ z4 S \8 ��.� �, ( s, // 1 6 5 � �, 1 -' `" I 73 — Double Barre/ 73 -- Drywe // - 73 73 51.78 Qj PoN Q' Df Pond Floo E f ev ^24 ; = III _ 4(y 1 o v� a c3 ° o to r> c, G, p !� O O A p p A 1 1 yr. p ` P u1 w c 0 N v ` d I Q- I (I- 1 +� I g -4- d ( la 34 � O `�° ` m S pokane Coun+ Stanc Dra i nage Easemevrt , , Ty CC me»k concreFe c Z Asp h al 17eD:ce: Concre4- Pavemen -l- Spoane -l- Standard Cl `� ac�e de A s h a I . F 5 3 �a � o o ! o �4'Jo W.S.N. D. 4 "crushefacing Top Course . compac fep Fh �H/.S.N.D. Spec POND 8 Pond Floor. Elev : 23 Drainage Easement / , Telephone Pole wr WE Me-1'a/ Frame E Gra 25 Top /4 7.3 N N N rn 73 12 ZEI Ift (\.1 N / / 73 G /. 99 / - 9 N /0 o 140 3790 -' s j 1 8 - 1` n rn — 18 Sta. / +10` 9 N N — /5 ..X W I i , SG .0 7.3 I tu t ! 3!O' i / / / j TYPICAL POND 4 DRYWELL SECTION t Varies NOTE : Gas 1 Ea. s+ cc II- 125Ceei € / 1 /8 �arie8 . � Line pond with grass Sod > os • / s , o.. , -- FT 5` IN _ mi :�, a I= im.mmra • • • :�:�i7i t rlA II — - -- - ME - ---- -- -- - ---- - KUM . 11•110 nomm=imusim IIIIIISIIIII -- -- - - - - -- - ------ - - - - -- - -- mililkor. 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P 4 NMI= a= 1■„i 11111191114=11111111111=111= 1101 •11111•1111.1=1111 ___ __ a...m....u...e . u ..... rj IIIIII•1111111=IIIIIII=11K1 ��I��1��tIN _�■__ u'Ji�ir■� ��u �� =" IIIIIIIIIE1EAIIIIIIIIII =AM � - IV wU �� - �■■ � - N MS t. am w� �n =cocsc ■ a=�Na - rn .il �Jr•car'��iil - �� c -- -- iCi�ili��■ MIIIIIIIIII --....•.te :. .ten e =o 1 . 1 11. 111111 1111•11•1111110•1 _ .....NIIIIIIIMI MN= _ 101=11111 WI= , EN= =111 UM= _ 1111111111111111111111=1 Z a:t�y —�� — �� ' 1 • ��M� h►lrslilra �� :: o � 111111111111.1111111111.101111111111.1111 1111111=11111.110.1111111111.1011 IIIIIMMIIIIMIIIIIMIIIIIIIIIIIMIIIIIIIIIIIIIMIIIIMIIIIIMIIIIIIIIIII 11101111111111111011111011.1111111111.11111111111111111.11111 MIRNI1111111111011 Mill. WINITM MOM. 5r2111111,11/ 1111111111111111107:1/11/ i I __ r M .1111411 � 111111111111 � IMMI 11=111111111111111111111111 1__I11 1111111111=C1111111=11111111111111110 1111111=1=11111111E111111111162M111111= 111■111111111111 M11111111 =111 =1 =I�B�N�rf�li�. � �� ■ 11�e�nlA■ M 1111111=1 Mll MN= MI NIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMININMIMIIIMIIIIIIIIIIM 1� =11111111.1 #��.�17Z•IR.'�:Ff . _ ;.. l:1!.1<211111 /- �- � ,"=! �. ?�.i1�- �iriil.T3� _ .. ::'=. MN � ' • .., ® 111111111111111 N NMI It N =MEM1��J�n�■ . / VZ.2 '� MN= IIIIIIMIIIIIIIIIIIIIIIIIIIII 11111111111111 = �, � - • +oo CS =11111111111111111M11111 �.�1R�111■ � M Wile, �1_* NIIIIIIN MINN � =11= - MI= l■ �� 1t� - � 1■11.4111111111111g==i1 _ �� 1 Va rr�+luil I Emma NIIIIIIIIIIIII=11M1111 =I= �►:R� 11111111.11311111=1111111 —_ o MI= =1111111111111 �� NM= m��-- =NM �� _ ■� lrl�lC� ©ni ._�- 1111111111111111111=111111111=1111111111 M �� - /:� T'�iTMILG . =111==11111111 � � % AI�I I •111=1111 :�1 11,1111111111 wDii■u MI= l =NM =M �� • IIIILIIIIIIIIINIIIIIIIIIIMEIIIIIIIIIIIII M= �tirllin �■�� 111111111111 =1111111111111111111111111111' -�Ir .. 11.11111111111===11111.111= z =alp ■.�:tr��.�. - - -- — I►1�JITMEN •S � =11111111111 cMINIM MINIM -J imcl..l�ily■ mmici ialal EMPU 1. --- ' -- 1 - 1 a■ ��I �� •1111111111111111=1111111 ��MEM � �� _�_�_1_ ----- 4 =WI ]II!_ 'al_ IIIIIIIIIIIIIII=111=111111111= 111111111111111111111111=11 AIINMIII'IIINIIIIIi _I 111110•11111111111 iI==l R1�� a -� @IIIIIIIIIIII r ��MI= 11111111111= IIIIIIIIIMII - 5 �� =I= =11111111 — - -- - MIMI � 111111=11111111111111111111151•1111111111111111111111111 � �� =11=1 i_ 11=111=111111111 NM= �� MI= 0�� 11111■11 �� ]I I_ f I 1 .....m. - - ■ —'_. ;I■R �iiir . We -1 1 1 " '. 1 •; i - - _ •, . _r • _ . - M�i��`1 I If _ _- v a r% r e `� , D A '1...1 , - io iri/ r -� r .t I •,r k 1 • • 1 N s ,t ;,. r • 1-11:1 lr/1111ft 1;k ■ �.. {T T ,i.l. l 11111 ia. <� _ . ' .. iii ��i� r4 fii /1' -4 - Z 3 Co .� �� 8/'3 87 //Z 9Z w 1- 0 0 0 W w w > ~ D O cn a 0 w w Y`S 0 U w w 00 z < w � : G 0 0 CO w O z O z w 1- 0 r m LL- n_ 0 U (n Z 0 Y O W 0 Z = w w 0 0 0 w p z w l w _ w ti O C aoo CO Cr) 0 z KEUFFEL & ESSER A'.KRATOS',Company Aft 71194 hit Aria in 11 C A . PLATE 1, PLAN - PROFILE NOTE BOOK ) _ . -13 1.i li _.. .. - --I 8 7 .. .. i . N- 1 11/ gi T Mill .5 s ... Ne2163 ... a --so ss r ii 50 MS E VEN III ze.5 ELF El - -- - - - - - - .- — _ 6 ...5" 4 3 2 "' .9' ?.... P%. Wt ..2-.. - )....,,..: s • 2 PEA / II - ON MIN 2 Y l . ...0 ' 4o 'EL VEN T-i 2, lit / G •• : I • 0 • 1 R 'S - r - --4-4e • i 2.1 /.5:Ar , sue, • G 4 c gi N co 11 18 10 20 5" 114 •,18 I a t 8 D 9 s-7 TE gt•-r 2 1 3 4 I 5 - Tt F." VVA 1 c. Cs- AV E. No.I2 of .D' t■l7 £1 -....-'-- 4 0 4. ; 71 2. 2 0 r ,n 4'3 2o cl. 7- .5 t Ave No.129 .3.¢ D. 00, N I 53 Alc, 12 / —1-e Isto 1201 6 - /5- 7 - 2 Z - T ral1111511111 5 F." LI) 7 ROAD Q co .• • ••::". No.ZOOGs - 6(1 .5<s0 24. , '7EIGHTH 2 _Gy! 9 i4vck N2 t 3"i Avg nu. N2 ZOOG 15+ Aven ue. 1\1' ZOOG 00C SECT,'ON REPRODUCED FROt.4 L./ NENI TO C-IYL-4F-?. I.? a"' v / 0 /A A/ E, c 0 9: ( L iv g, P A L., 0 Ci ize F 0 1 r I - , / .5 "-I yt A 5 E r / - 3R0. AVE. 2568 BY y G. /Ro No. 12.0i •-• r so - i/ - r-!tiks/E k ...c . ' ‘t 1.. ..... ,. .. jt,i ._ i.., .0 :'iY, (I) ; i 1 3 ,.... )k s I i'' ',7 ••.'.1 . ;.••, tJa 1201-• 181 r"t 1 :II AVE 9, *.• •• 2"'t,`` SIDRAGGJE m '-s< P R SEc.22 T 25 N.R. 44 EW.M %." '41 1_ 0 Ao „ N 'S CALE: 1 z 4 OO 1 9 0 ri •,, E: (5 E.•.: sF. id Z !). . •1; c Z )11* i Lk - ■ I 1 L • 5PRAGUE 5 - r - A - 4 - Ns 2312 : Ull vn.c. VAG E4 '1 * 5 8 - 1J t 9-4-84-,8 ROT. 7..:"! \ 6... FOURTH AVM Nsa Isoa -40 'T P 0‘44 F C E V I sv 1 - 0 0 a: ti).4 k.9 N C tj (.) 15 n 4 r-i 9 1eto -40 Z. 5q, a. 0 0 0 (1/41 6 z 0 ul ) 0 , r1 4 141).2ii) ...II,' , .: :1 - lo• 8 . . . .., 2 2 • 13 1 /4 1 • t .. . th A A . -13 1.i li _.. .. - --I 8 7 .. .. i . N- 1 11/ gi T Mill .5 s ... Ne2163 ... a --so ss r ii 50 MS E VEN III ze.5 ELF El - -- - - - - - - .- — _ 6 ...5" 4 3 2 "' .9' ?.... P%. Wt ..2-.. - )....,,..: s • 2 PEA / II - ON MIN 2 Y l . ...0 ' 4o 'EL VEN T-i 2, lit / G •• : I • 0 • 1 R 'S - r - --4-4e • i 2.1 /.5:Ar , sue, • G 4 c gi N co 11 18 10 20 5" 114 •,18 I a t 8 D 9 s-7 TE gt•-r 2 1 3 4 I 5 - Tt F." VVA 1 c. Cs- AV E. No.I2 of .D' t■l7 £1 -....-'-- 4 0 4. ; 71 2. 2 0 r ,n 4'3 2o cl. 7- .5 t Ave No.129 .3.¢ D. 00, N I 53 Alc, 12 / —1-e Isto 1201 6 - /5- 7 - 2 Z - T ral1111511111 5 F." LI) 7 ROAD Q co .• • ••::". No.ZOOGs - 6(1 .5<s0 24. , '7EIGHTH 2 _Gy! 9 i4vck N2 t 3"i Avg nu. N2 ZOOG 15+ Aven ue. 1\1' ZOOG 00C SECT,'ON REPRODUCED FROt.4 L./ NENI TO C-IYL-4F-?. I.? a"' v / 0 /A A/ E, c 0 9: ( L iv g, P A L., 0 Ci ize F 0 1 r I - , / .5 "-I yt A 5 E r / - 3R0. AVE. 2568 BY y G. /Ro No. 12.0i •-• r so - i/ - r-!tiks/E k ...c . ' ‘t 1.. ..... ,. .. jt,i ._ i.., .0 :'iY, (I) ; i 1 3 ,.... )k s I i'' ',7 ••.'.1 . ;.••, tJa 1201-• 181 r"t 1 :II AVE 9, *.• •• 2"'t,`` SIDRAGGJE m '-s< P R SEc.22 T 25 N.R. 44 EW.M %." '41 1_ 0 Ao „ N 'S CALE: 1 z 4 OO 1 9 0 ri •,, E: (5 E.•.: sF. id Z !). . •1; c Z )11* i Lk - ■ I 1 L • 5PRAGUE 5 - r - A - 4 - Ns 2312 : Ull vn.c. VAG E4 '1 * 5 8 - 1J t 9-4-84-,8 ROT. 7..:"! \ 6... FOURTH AVM Nsa Isoa -40 'T P 0‘44 F C E V I sv 1 - 0 0 a: ti).4 k.9 N C tj (.) 15 n 4 r-i 9 1eto -40 Z. 5q, a. 0 0 0 (1/41 6 z 0 ul ) 0 , r1 4 Mill .5 s ... Ne2163 ... a --so ss r ii 50 MS E VEN III ze.5 ELF El - -- - - - - - - .- — _ 6 ...5" 4 3 2 "' .9' ?.... P%. Wt ..2-.. - )....,,..: s • 2 PEA / II - ON MIN 2 Y l . ...0 ' 4o 'EL VEN T-i 2, lit / G •• : I • 0 • 1 R 'S - r - --4-4e • i 2.1 /.5:Ar , sue, • G 4 c gi N co 11 18 10 20 5" 114 •,18 I a t 8 D 9 s-7 TE gt•-r 2 1 3 4 I 5 - Tt F." VVA 1 c. Cs- AV E. No.I2 of .D' t■l7 £1 -....-'-- 4 0 4. ; 71 2. 2 0 r ,n 4'3 2o cl. 7- .5 t Ave No.129 .3.¢ D. 00, N I 53 Alc, 12 / —1-e Isto 1201 6 - /5- 7 - 2 Z - T ral1111511111 5 F." LI) 7 ROAD Q co .• • ••::". No.ZOOGs - 6(1 .5<s0 24. , '7EIGHTH 2 _Gy! 9 i4vck N2 t 3"i Avg nu. N2 ZOOG 15+ Aven ue. 1\1' ZOOG 00C SECT,'ON REPRODUCED FROt.4 L./ NENI TO C-IYL-4F-?. I.? a"' v / 0 /A A/ E, c 0 9: ( L iv g, P A L., 0 Ci ize F 0 1 r I - , / .5 "-I yt A 5 E r / - 3R0. AVE. 2568 BY y G. /Ro No. 12.0i •-• r so - i/ - r-!tiks/E k ...c . ' ‘t 1.. ..... ,. .. jt,i ._ i.., .0 :'iY, (I) ; i 1 3 ,.... )k s I i'' ',7 ••.'.1 . ;.••, tJa 1201-• 181 r"t 1 :II AVE 9, *.• •• 2"'t,`` SIDRAGGJE m '-s< P R SEc.22 T 25 N.R. 44 EW.M %." '41 1_ 0 Ao „ N 'S CALE: 1 z 4 OO 1 9 0 ri •,, E: (5 E.•.: sF. id Z !). . •1; c Z )11* i Lk - ■ I 1 L • 5PRAGUE 5 - r - A - 4 - Ns 2312 : Ull vn.c. VAG E4 '1 * 5 8 - 1J t 9-4-84-,8 ROT. 7..:"! \ 6... FOURTH AVM Nsa Isoa -40 'T P 0‘44 F C E V I sv 1 - 0 0 a: ti).4 k.9 N C tj (.) 15 n 4 r-i 9 1eto -40 Z. 5q, a. 0 0 0 (1/41 6 z 0 ul ) 0 , r1 4 a --so ss r ii 50 MS E VEN III ze.5 ELF El - -- - - - - - - .- — _ 6 ...5" 4 3 2 "' .9' ?.... P%. Wt ..2-.. - )....,,..: s • 2 PEA / II - ON MIN 2 Y l . ...0 ' 4o 'EL VEN T-i 2, lit / G •• : I • 0 • 1 R 'S - r - --4-4e • i 2.1 /.5:Ar , sue, • G 4 c gi N co 11 18 10 20 5" 114 •,18 I a t 8 D 9 s-7 TE gt•-r 2 1 3 4 I 5 - Tt F." VVA 1 c. Cs- AV E. No.I2 of .D' t■l7 £1 -....-'-- 4 0 4. ; 71 2. 2 0 r ,n 4'3 2o cl. 7- .5 t Ave No.129 .3.¢ D. 00, N I 53 Alc, 12 / —1-e Isto 1201 6 - /5- 7 - 2 Z - T ral1111511111 5 F." LI) 7 ROAD Q co .• • ••::". No.ZOOGs - 6(1 .5<s0 24. , '7EIGHTH 2 _Gy! 9 i4vck N2 t 3"i Avg nu. N2 ZOOG 15+ Aven ue. 1\1' ZOOG 00C SECT,'ON REPRODUCED FROt.4 L./ NENI TO C-IYL-4F-?. I.? a"' v / 0 /A A/ E, c 0 9: ( L iv g, P A L., 0 Ci ize F 0 1 r I - , / .5 "-I yt A 5 E r / - 3R0. AVE. 2568 BY y G. /Ro No. 12.0i •-• r so - i/ - r-!tiks/E k ...c . ' ‘t 1.. ..... ,. .. jt,i ._ i.., .0 :'iY, (I) ; i 1 3 ,.... )k s I i'' ',7 ••.'.1 . ;.••, tJa 1201-• 181 r"t 1 :II AVE 9, *.• •• 2"'t,`` SIDRAGGJE m '-s< P R SEc.22 T 25 N.R. 44 EW.M %." '41 1_ 0 Ao „ N 'S CALE: 1 z 4 OO 1 9 0 ri •,, E: (5 E.•.: sF. id Z !). . •1; c Z )11* i Lk - ■ I 1 L • 5PRAGUE 5 - r - A - 4 - Ns 2312 : Ull vn.c. VAG E4 '1 * 5 8 - 1J t 9-4-84-,8 ROT. 7..:"! \ 6... FOURTH AVM Nsa Isoa -40 'T P 0‘44 F C E V I sv 1 - 0 0 a: ti).4 k.9 N C tj (.) 15 n 4 r-i 9 1eto -40 Z. 5q, a. 0 0 0 (1/41 6 z 0 ul ) 0 , r1 4 MS E VEN III ze.5 ELF El - -- - - - - - - .- — _ 6 ...5" 4 3 2 "' .9' ?.... P%. Wt ..2-.. - )....,,..: s • 2 PEA / II - ON MIN 2 Y l . ...0 ' 4o 'EL VEN T-i 2, lit / G •• : I • 0 • 1 R 'S - r - --4-4e • i 2.1 /.5:Ar , sue, • G 4 c gi N co 11 18 10 20 5" 114 •,18 I a t 8 D 9 s-7 TE gt•-r 2 1 3 4 I 5 - Tt F." VVA 1 c. Cs- AV E. No.I2 of .D' t■l7 £1 -....-'-- 4 0 4. ; 71 2. 2 0 r ,n 4'3 2o cl. 7- .5 t Ave No.129 .3.¢ D. 00, N I 53 Alc, 12 / —1-e Isto 1201 6 - /5- 7 - 2 Z - T ral1111511111 5 F." LI) 7 ROAD Q co .• • ••::". No.ZOOGs - 6(1 .5<s0 24. , '7EIGHTH 2 _Gy! 9 i4vck N2 t 3"i Avg nu. N2 ZOOG 15+ Aven ue. 1\1' ZOOG 00C SECT,'ON REPRODUCED FROt.4 L./ NENI TO C-IYL-4F-?. I.? a"' v / 0 /A A/ E, c 0 9: ( L iv g, P A L., 0 Ci ize F 0 1 r I - , / .5 "-I yt A 5 E r / - 3R0. AVE. 2568 BY y G. /Ro No. 12.0i •-• r so - i/ - r-!tiks/E k ...c . ' ‘t 1.. ..... ,. .. jt,i ._ i.., .0 :'iY, (I) ; i 1 3 ,.... )k s I i'' ',7 ••.'.1 . ;.••, tJa 1201-• 181 r"t 1 :II AVE 9, *.• •• 2"'t,`` SIDRAGGJE m '-s< P R SEc.22 T 25 N.R. 44 EW.M %." '41 1_ 0 Ao „ N 'S CALE: 1 z 4 OO 1 9 0 ri •,, E: (5 E.•.: sF. id Z !). . •1; c Z )11* i Lk - ■ I 1 L • 5PRAGUE 5 - r - A - 4 - Ns 2312 : Ull vn.c. VAG E4 '1 * 5 8 - 1J t 9-4-84-,8 ROT. 7..:"! \ 6... FOURTH AVM Nsa Isoa -40 'T P 0‘44 F C E V I sv 1 - 0 0 a: ti).4 k.9 N C tj (.) 15 n 4 r-i 9 1eto -40 Z. 5q, a. 0 0 0 (1/41 6 z 0 ul ) 0 , r1 4 - -- - - - - - - .- — _ 6 ...5" 4 3 2 "' .9' ?.... P%. Wt ..2-.. - )....,,..: s • 2 PEA / II - ON MIN 2 Y l . ...0 ' 4o 'EL VEN T-i 2, lit / G •• : I • 0 • 1 R 'S - r - --4-4e • i 2.1 /.5:Ar , sue, • G 4 c gi N co 11 18 10 20 5" 114 •,18 I a t 8 D 9 s-7 TE gt•-r 2 1 3 4 I 5 - Tt F." VVA 1 c. Cs- AV E. No.I2 of .D' t■l7 £1 -....-'-- 4 0 4. ; 71 2. 2 0 r ,n 4'3 2o cl. 7- .5 t Ave No.129 .3.¢ D. 00, N I 53 Alc, 12 / —1-e Isto 1201 6 - /5- 7 - 2 Z - T ral1111511111 5 F." LI) 7 ROAD Q co .• • ••::". No.ZOOGs - 6(1 .5<s0 24. , '7EIGHTH 2 _Gy! 9 i4vck N2 t 3"i Avg nu. N2 ZOOG 15+ Aven ue. 1\1' ZOOG 00C SECT,'ON REPRODUCED FROt.4 L./ NENI TO C-IYL-4F-?. I.? a"' v / 0 /A A/ E, c 0 9: ( L iv g, P A L., 0 Ci ize F 0 1 r I - , / .5 "-I yt A 5 E r / - 3R0. AVE. 2568 BY y G. /Ro No. 12.0i •-• r so - i/ - r-!tiks/E k ...c . ' ‘t 1.. ..... ,. .. jt,i ._ i.., .0 :'iY, (I) ; i 1 3 ,.... )k s I i'' ',7 ••.'.1 . ;.••, tJa 1201-• 181 r"t 1 :II AVE 9, *.• •• 2"'t,`` SIDRAGGJE m '-s< P R SEc.22 T 25 N.R. 44 EW.M %." '41 1_ 0 Ao „ N 'S CALE: 1 z 4 OO 1 9 0 ri •,, E: (5 E.•.: sF. id Z !). . •1; c Z )11* i Lk - ■ I 1 L • 5PRAGUE 5 - r - A - 4 - Ns 2312 : Ull vn.c. VAG E4 '1 * 5 8 - 1J t 9-4-84-,8 ROT. 7..:"! \ 6... FOURTH AVM Nsa Isoa -40 'T P 0‘44 F C E V I sv 1 - 0 0 a: ti).4 k.9 N C tj (.) 15 n 4 r-i 9 1eto -40 Z. 5q, a. 0 0 0 (1/41 6 z 0 ul ) 0 , r1 4 • 2 PEA / II - ON MIN 2 Y l . ...0 ' 4o 'EL VEN T-i 2, lit / G •• : I • 0 • 1 R 'S - r - --4-4e • i 2.1 /.5:Ar , sue, • G 4 c gi N co 11 18 10 20 5" 114 •,18 I a t 8 D 9 s-7 TE gt•-r 2 1 3 4 I 5 - Tt F." VVA 1 c. Cs- AV E. No.I2 of .D' t■l7 £1 -....-'-- 4 0 4. ; 71 2. 2 0 r ,n 4'3 2o cl. 7- .5 t Ave No.129 .3.¢ D. 00, N I 53 Alc, 12 / —1-e Isto 1201 6 - /5- 7 - 2 Z - T ral1111511111 5 F." LI) 7 ROAD Q co .• • ••::". No.ZOOGs - 6(1 .5<s0 24. , '7EIGHTH 2 _Gy! 9 i4vck N2 t 3"i Avg nu. N2 ZOOG 15+ Aven ue. 1\1' ZOOG 00C SECT,'ON REPRODUCED FROt.4 L./ NENI TO C-IYL-4F-?. I.? a"' v / 0 /A A/ E, c 0 9: ( L iv g, P A L., 0 Ci ize F 0 1 r I - , / .5 "-I yt A 5 E r / - 3R0. AVE. 2568 BY y G. /Ro No. 12.0i •-• r so - i/ - r-!tiks/E k ...c . ' ‘t 1.. ..... ,. .. jt,i ._ i.., .0 :'iY, (I) ; i 1 3 ,.... )k s I i'' ',7 ••.'.1 . ;.••, tJa 1201-• 181 r"t 1 :II AVE 9, *.• •• 2"'t,`` SIDRAGGJE m '-s< P R SEc.22 T 25 N.R. 44 EW.M %." '41 1_ 0 Ao „ N 'S CALE: 1 z 4 OO 1 9 0 ri •,, E: (5 E.•.: sF. id Z !). . •1; c Z )11* i Lk - ■ I 1 L • 5PRAGUE 5 - r - A - 4 - Ns 2312 : Ull vn.c. VAG E4 '1 * 5 8 - 1J t 9-4-84-,8 ROT. 7..:"! \ 6... FOURTH AVM Nsa Isoa -40 'T P 0‘44 F C E V I sv 1 - 0 0 a: ti).4 k.9 N C tj (.) 15 n 4 r-i 9 1eto -40 Z. 5q, a. 0 0 0 (1/41 6 z 0 ul ) 0 , r1 4 II - ON MIN 2 Y l . ...0 ' 4o 'EL VEN T-i 2, lit / G •• : I • 0 • 1 R 'S - r - --4-4e • i 2.1 /.5:Ar , sue, • G 4 c gi N co 11 18 10 20 5" 114 •,18 I a t 8 D 9 s-7 TE gt•-r 2 1 3 4 I 5 - Tt F." VVA 1 c. Cs- AV E. No.I2 of .D' t■l7 £1 -....-'-- 4 0 4. ; 71 2. 2 0 r ,n 4'3 2o cl. 7- .5 t Ave No.129 .3.¢ D. 00, N I 53 Alc, 12 / —1-e Isto 1201 6 - /5- 7 - 2 Z - T ral1111511111 5 F." LI) 7 ROAD Q co .• • ••::". No.ZOOGs - 6(1 .5<s0 24. , '7EIGHTH 2 _Gy! 9 i4vck N2 t 3"i Avg nu. N2 ZOOG 15+ Aven ue. 1\1' ZOOG 00C SECT,'ON REPRODUCED FROt.4 L./ NENI TO C-IYL-4F-?. I.? a"' v / 0 /A A/ E, c 0 9: ( L iv g, P A L., 0 Ci ize F 0 1 r I - , / .5 "-I yt A 5 E r / - 3R0. AVE. 2568 BY y G. /Ro No. 12.0i •-• r so - i/ - r-!tiks/E k ...c . ' ‘t 1.. ..... ,. .. jt,i ._ i.., .0 :'iY, (I) ; i 1 3 ,.... )k s I i'' ',7 ••.'.1 . ;.••, tJa 1201-• 181 r"t 1 :II AVE 9, *.• •• 2"'t,`` SIDRAGGJE m '-s< P R SEc.22 T 25 N.R. 44 EW.M %." '41 1_ 0 Ao „ N 'S CALE: 1 z 4 OO 1 9 0 ri •,, E: (5 E.•.: sF. id Z !). . •1; c Z )11* i Lk - ■ I 1 L • 5PRAGUE 5 - r - A - 4 - Ns 2312 : Ull vn.c. VAG E4 '1 * 5 8 - 1J t 9-4-84-,8 ROT. 7..:"! \ 6... FOURTH AVM Nsa Isoa -40 'T P 0‘44 F C E V I sv 1 - 0 0 a: ti).4 k.9 N C tj (.) 15 n 4 r-i 9 1eto -40 Z. 5q, a. 0 0 0 (1/41 6 z 0 ul ) 0 , r1 4 Y l . ...0 ' 4o 'EL VEN T-i 2, lit / G •• : I • 0 • 1 R 'S - r - --4-4e • i 2.1 /.5:Ar , sue, • G 4 c gi N co 11 18 10 20 5" 114 •,18 I a t 8 D 9 s-7 TE gt•-r 2 1 3 4 I 5 - Tt F." VVA 1 c. Cs- AV E. No.I2 of .D' t■l7 £1 -....-'-- 4 0 4. ; 71 2. 2 0 r ,n 4'3 2o cl. 7- .5 t Ave No.129 .3.¢ D. 00, N I 53 Alc, 12 / —1-e Isto 1201 6 - /5- 7 - 2 Z - T ral1111511111 5 F." LI) 7 ROAD Q co .• • ••::". No.ZOOGs - 6(1 .5<s0 24. , '7EIGHTH 2 _Gy! 9 i4vck N2 t 3"i Avg nu. N2 ZOOG 15+ Aven ue. 1\1' ZOOG 00C SECT,'ON REPRODUCED FROt.4 L./ NENI TO C-IYL-4F-?. I.? a"' v / 0 /A A/ E, c 0 9: ( L iv g, P A L., 0 Ci ize F 0 1 r I - , / .5 "-I yt A 5 E r / - 3R0. AVE. 2568 BY y G. /Ro No. 12.0i •-• r so - i/ - r-!tiks/E k ...c . ' ‘t 1.. ..... ,. .. jt,i ._ i.., .0 :'iY, (I) ; i 1 3 ,.... )k s I i'' ',7 ••.'.1 . ;.••, tJa 1201-• 181 r"t 1 :II AVE 9, *.• •• 2"'t,`` SIDRAGGJE m '-s< P R SEc.22 T 25 N.R. 44 EW.M %." '41 1_ 0 Ao „ N 'S CALE: 1 z 4 OO 1 9 0 ri •,, E: (5 E.•.: sF. id Z !). . •1; c Z )11* i Lk - ■ I 1 L • 5PRAGUE 5 - r - A - 4 - Ns 2312 : Ull vn.c. VAG E4 '1 * 5 8 - 1J t 9-4-84-,8 ROT. 7..:"! \ 6... FOURTH AVM Nsa Isoa -40 'T P 0‘44 F C E V I sv 1 - 0 0 a: ti).4 k.9 N C tj (.) 15 n 4 r-i 9 1eto -40 Z. 5q, a. 0 0 0 (1/41 6 z 0 ul ) 0 , r1 4 2, lit / G •• : I • 0 • 1 R 'S - r - --4-4e • i 2.1 /.5:Ar , sue, • G 4 c gi N co 11 18 10 20 5" 114 •,18 I a t 8 D 9 s-7 TE gt•-r 2 1 3 4 I 5 - Tt F." VVA 1 c. Cs- AV E. No.I2 of .D' t■l7 £1 -....-'-- 4 0 4. ; 71 2. 2 0 r ,n 4'3 2o cl. 7- .5 t Ave No.129 .3.¢ D. 00, N I 53 Alc, 12 / —1-e Isto 1201 6 - /5- 7 - 2 Z - T ral1111511111 5 F." LI) 7 ROAD Q co .• • ••::". No.ZOOGs - 6(1 .5<s0 24. , '7EIGHTH 2 _Gy! 9 i4vck N2 t 3"i Avg nu. N2 ZOOG 15+ Aven ue. 1\1' ZOOG 00C SECT,'ON REPRODUCED FROt.4 L./ NENI TO C-IYL-4F-?. I.? a"' v / 0 /A A/ E, c 0 9: ( L iv g, P A L., 0 Ci ize F 0 1 r I - , / .5 "-I yt A 5 E r / - 3R0. AVE. 2568 BY y G. /Ro No. 12.0i •-• r so - i/ - r-!tiks/E k ...c . ' ‘t 1.. ..... ,. .. jt,i ._ i.., .0 :'iY, (I) ; i 1 3 ,.... )k s I i'' ',7 ••.'.1 . ;.••, tJa 1201-• 181 r"t 1 :II AVE 9, *.• •• 2"'t,`` SIDRAGGJE m '-s< P R SEc.22 T 25 N.R. 44 EW.M %." '41 1_ 0 Ao „ N 'S CALE: 1 z 4 OO 1 9 0 ri •,, E: (5 E.•.: sF. id Z !). . •1; c Z )11* i Lk - ■ I 1 L • 5PRAGUE 5 - r - A - 4 - Ns 2312 : Ull vn.c. VAG E4 '1 * 5 8 - 1J t 9-4-84-,8 ROT. 7..:"! \ 6... FOURTH AVM Nsa Isoa -40 'T P 0‘44 F C E V I sv 1 - 0 0 a: ti).4 k.9 N C tj (.) 15 n 4 r-i 9 1eto -40 Z. 5q, a. 0 0 0 (1/41 6 z 0 ul ) 0 , r1 4 R 'S - r - --4-4e • i 2.1 /.5:Ar , sue, • G 4 c gi N co 11 18 10 20 5" 114 •,18 I a t 8 D 9 s-7 TE gt•-r 2 1 3 4 I 5 - Tt F." VVA 1 c. Cs- AV E. No.I2 of .D' t■l7 £1 -....-'-- 4 0 4. ; 71 2. 2 0 r ,n 4'3 2o cl. 7- .5 t Ave No.129 .3.¢ D. 00, N I 53 Alc, 12 / —1-e Isto 1201 6 - /5- 7 - 2 Z - T ral1111511111 5 F." LI) 7 ROAD Q co .• • ••::". No.ZOOGs - 6(1 .5<s0 24. , '7EIGHTH 2 _Gy! 9 i4vck N2 t 3"i Avg nu. N2 ZOOG 15+ Aven ue. 1\1' ZOOG 00C SECT,'ON REPRODUCED FROt.4 L./ NENI TO C-IYL-4F-?. I.? a"' v / 0 /A A/ E, c 0 9: ( L iv g, P A L., 0 Ci ize F 0 1 r I - , / .5 "-I yt A 5 E r / - 3R0. AVE. 2568 BY y G. /Ro No. 12.0i •-• r so - i/ - r-!tiks/E k ...c . ' ‘t 1.. ..... ,. .. jt,i ._ i.., .0 :'iY, (I) ; i 1 3 ,.... )k s I i'' ',7 ••.'.1 . ;.••, tJa 1201-• 181 r"t 1 :II AVE 9, *.• •• 2"'t,`` SIDRAGGJE m '-s< P R SEc.22 T 25 N.R. 44 EW.M %." 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Spec. .oz7a LiJ >- m Cl- 0 0 W 0 0 LLI LLJ c.) >-- Z< Li., 0 w LL.1 > 0 rx 0 ( . I— LLJ 0 z 0 z 0 >- 0 LL CC 0 uJ 0 ° Cr D 0 0 Cr ° 1.1.1 I-I-1 1 0 > IX 0 < . cn o_ 0 0-) 1- 0 z KEUFFEL & ESSER A KRATOS Company PLATE 1, PLAN-PROFILE o w w Y Y ww 0 0 wpw w :14 > I`Z ce _J �1- cn a < 70.01 Double Barre/ Drywe / /(Type B) SpoKane CounTy 54andard Meta/ Frame E Grate (Type 3 5'ta. /+e.5 as 'L f- Top ,of" .Grafe • 73 \ — Doub /e, 8 SpoKane frlefa/ Fr Sta. / +3s 73 a r re./ Drywe / /.: (T 8) Courr-fy. Standard ame F Gra (Tvpe' z. Z5'Rt Top o Crate urb . Lir,e 3 urb Line N89 °59' 15 "E {R) NIEMEN 111111•111•11111111=111•1•11101•111, ®11 �� ='R _ ®� 6� 1!1 � - ' �I♦ • 1illINIMI Y NOME -- •® MINIM 111111111L liMINIIIII •v1L`IIIMIll 111111111•1101Y1•11111•1 NOME ®_ —?� 111111111•11_ ®— • 11� = ri !•. • M1111111111 U . 1411•11111 • Ir' _' —•] 111_ . r, Rl• ' I _.,t i ® i—_iMIIIIIIIW MINN M1111111101■1111•0111111111 ■• •1111111141 x.11• •111•P'1® 10111110i— � 111111111111 1111111111111111111111■11111 1•111111111.1 •1111■1• MIMI ■ —IINNIIIII I•■ - Ell= ■ •1101111111•_•1 MINE'i■ ® -® • MINIM ®IIIINEil R.iir: lI 8E� M MEW 11■1•1111116•110111N11POMM 111111=1111111111111111111111111111MEMINIPSIMPA ._ 1111,111■ - n1•11114/1rorstt ENSUE 101111MM ® -� MINIM NIN111111111111111MI 111=1111_ SA ®_ MINIM 111011111V® •11111111111111111111111111 11111•1111110 MINI= MINNINI11111111111111111111M11111•111 ® 111='1 MINIM •111■1•111111N MN= ® 1111111111.® =® 1111111111111® ■• MIN laUtiffill I ® • EMI NEMO • ►y �,� C MEIME1RMI — 1 NIM • AN•111•11= X17 . •. � ��lA �3 =MI � MIIIMMINE11111111111111=11 MIN ®® =EMI IIENNIMMINIIMIM11111■11111111111 EMIIKAI•■.- —0 . ®1 WEI IIMEIM1rIEMI•w/ONIMINIIIMMJ• MUM •1111=1111M •IllarlIMER■11111■11111M NMI ® ®® �! .®�.. — ®®11 MIMI =NM ®oi WIN= iii nalmaammir/ m MIMI= MIIIMMIMINI WANES mom '=►�• 11 iimalp _ =II 01•111011MINII ® ®® MINIUM ® • • n Rril lII4iffli 11 • EIMER 10111 y1 MEM MINIM ••11•1111■111011111111LT11 MIMI ® •r, =MIL: MIMIC SINNOC1011111111 • MEM III 1111111111M MEM MINN =MIN MEN•MINI11111 MINIM MNIMENIIIII MEIN MEM•1111111111111111■ N_Ir1•orr INIMI' .ITsia r, 2W/EF r Mr+ssrltar4112. /021407rv111 ® ®7r 111 /111/ /11112111MlOai/IITAIR ®®0ISI1 AIINEI rJ ®I®r /MIVAr/G /MIN1OLIPAriffiviair A115011F !/ ' //T.1 wr I TTarn. 1Esascir . ff7/.�'.flm n:g/ ®: -_ :/ /illOr 1iIM/®Y:ISI Z2'i R7a11111 /e .. _ t= ///111=1;11111ENDLIIIIIIIMIMMITAIIIIII 8 w I Ii /® 7e1►WIO!/iLI te ®0'j — ice ®�71'MAIMI / /.1.Lf�iOAVI* ®� lay wfBwaxwt iu awiL % 21 <:111 /'t 7ICiias 'rA!m► au. J:io1a1■e ls•. o = .�/ _ ' : � � . i'. I , I .a ; e l 1:1d . li- r. • a:ors . . t • • w1 dal 7`Itr "•Xe KEUFFEL & "ESSER ::' A KRATOS:Company 48 7024 Made in U.S.A.' PLATE 1, PLAN - PROFILE Drainage . Swa /e Top of Sod Swale area Ito be sodded by +he developer h Ty " R N c eme n k co rn c r e -Fe Spo kane'Coun4 y S + a nda r d T y p ic al D r y i / / rop brywe // Sl ed Co Elev3 % o►'n . O. 7 ' - Fe ei be /ow top of Gurb , (L ev. rem +ra te+ .O .78 .rr/fT (See No-fe Z) 4 " cur b'Cu 5Wide Z`Aspha� Concre -.e Pavemer 4 Class „ 1 B „ - - Lo 1pac#ecl dep4 h A5pha -}f corn4e.n+ -3 +o 4 %47 w.S.ND. Spec. 4 "Crusheel Su r- Fac irn.T o p C ourse. Compac4ed Depth (t,.;'/.5'.1-1./ Spec. Driveway F � )rainaje Cu4- Deve /orerc Appre>v;a / LOT AREAS THESE AREAS WERE ROUNDED DOWN TO THE NEAREST 5 SQ. FT. LOT BLOCK AREA 1 1 12,240. SQ. 2 1 10,000 SQ. 3 1 10,000 SQ. 4 1 10,000 SQ. 5 1 10,000 SQ. 6 1 9,875 SQ. 7 1 11,620 SQ. 8 1 13,810 SQ. 9 . 13,835 SQ. 10 1 11,635 SQ. 11 1 9,895 SQ. 12 1 10,015 SQ. 13 1 10,015 SQ. 14 1 10,015 SQ. 15 1 10,020 SQ. 16 1 12,265 SQ. STATE OF WASHINGTON)SS COUNTY OF SPOKANE ) My commission expires KNOW ALL MEN BY THESE PRESENTS, that Harold E. Rupp and Marcelle I. Rupp, his wife; James H. Simpson and Patricia M. Simpson, his wife; and the Farmers & Merchants Bank of Rockford; have caused to be platted into lots, blocks, and streets, the land shown hereon as "HERITAGE COURT" and described as follows: PARCEL A: The North half of the South half of Tract 149, Vera, according to plat recorded in Volume "0" Plats, page 30, in Spokane County, Washington. PARCEL B: The South half of the South half of Tract 149, Vera, according to plat recorded in Volume "0 of Plats, Page 30, in Spokane County, Washington. No more than one dwelling structure shall be placed on any one lot, nor shall any lot be further subdivided for the purposes of creating additional lots or building sites without filing a replat. Only single - family dwellings are allowed. WARNING: Agricultural related activities include animal keeping in the area may produce odors, dust and sprays that are objectional. Individual driveway access permits shall be required prior to issuance of a building permit for driveway approaches to the County Road system. The owners, 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 expence of the owner, their heirs, grantees and assigns. Applies to Evergreen Road only. 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. Each new dwelling unit shall be double plumbed for connection to future area -wide sewerage collection systems. Use of private wells and water systems is prohibited. Subject to specific application approval and issuance of permits by the Health Officer, the use of an individual on -site sewage systems may be authorized. 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. IN WITNESS WHEREOF, we have hereunto set our hand and affixed our seal this day , 1984. Harold E. Rupp Marcelle I. Rupp James H.;Simpson Patricia M. Simpson FT. FT. FT. FT. FT. FT. FT. FT. FT. FT. FT. FT. FT. FT. FT. FT. DEDICATION The Bearing of EAST (ASSUMED) along the centerline Eighth Avenue was used as the basis of bearing for this plat. ACKNOWLEDGEMENT SURVEYOR'S CERTIFICATE Examined and approved this Spokane County Planning Department Director Spokane County Health District Health Officer Examined and approved this day of ,1984 Spokane County Commissioners Chairman Farmers and Merchants Bank of Rockford LEGEND MON. & CORNERS FOUND (AS NOTED) CORNERS SET 1/2" REBAR CAP 706 SPOKANE COUNTY STANDARD MONUMENT SUBDIVISION BOUNDARY BASIS OF BEARING On this day of , 1984, before me personally appeared Harold E. Rupp and Marcelle I. Rupp, his wife; James H. Simpson and Patricia M. Simpson, his wife ; and Lonnie G. Bailey known to be executive vice president for the Farmers and Merchants Bank of Rockford, as the individuals who executed the within and foregoing instrument and acknowledged the same to be their free and voluntary act and deed for the uses and and purpose herein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written. Notary Public in and for the State of Washington residing at , Washington This map correctly represents a survey made by me or under my direction in conformance with the requirements of the Spokane County Platting Ordinance. Clarence E. Simpson Professional Engineer and Land Surveyor, No.706 I ` hereby land have Spokane County Treasurer Spokane County Assessor Examined and approved this Spokane County Engineer Examined and approved this Examined and approved this 22 By 2 3 -- i\ O N 30 N 0 Q: w N I � w I° t a 0 O N Cr O 2 It • f N MI w 11 34 11 N I 1 t1 \ o 86.00 1 1 30 Spokane County Utilities Director , FOUND`' BRASS MON W /NAIL 1 1 1 1 1 1 1 1 ,o 0 Examined and approved this day of day of day 0 day o 86.00 , ` BS v' ° d, 9 0 0 °0 ( 9 0 0 Deputy 65.99 66.01 16 FOUND BRASS PLUG COUNTY OFFICIALS ti N M O O w N O 0 0 0 2 certify that the required taxes on the herein been paid this day of ,1984 By Deputy ,1984 ,1984 ,1984 ,1984 73.00 73.00 7 3.00 73.00 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' I 5 N ti re) platted O 2 73.00 73.00 73.00 14 73.00 0 O 11 / Pt '1 - r1 1,1 Iv 1/ !_ 1 1: "‘"1".:1 1 i 8 TH AVENUE EAST ST (ASSUMED) -- 2650.05 N 89 59 15 E - 632.71 7 3.0 0 BLOCK 73.00 73.00 13 BLOCK 73.00 , C c� 632.52 0 0 N 89 °5915" E - - 515.00 - -- 0 0 O O 2 73.00 73.00 73.00 73.00 r. 0^ /r - r:■ A v 1.1 :,1 0 O r) 0 0 0 0 2 to N N O 0 O 0 2 S 89 °58'32" W - - 632.90 12 TH AVENUE S 89°57'05" W 73.00 2653.19 - - 140.00 O N 37.90 0 1 FOUND BRASS MON W/ NAIL t a i : : RECEIVED JUL 3 1 1984 touuty 1.101 0111 FINAL PLAT . 10 HERITAGE COURT 0 CC FOUND BRASS PLUG M f SCALE R ECEIVEp JUL 31 1984 SPOKANE COUNT/ PLANNING DEPARTMENT A PLAT IN A PORTION OF NW 1/4 OF SW I/4 OF SECTION 23, T.25 N. R.44 E.W.M. SPOKANE COUNTY, WASHINGTON CLARENCE E. SIMPSON ENGINEERS, INC. SPOKANE, WASHINGTON (Joins sheet 67) (Joins sheet 85) SPOKANE COUNTY, WASHINGTON — 'SHEET NUMB R. 44 E. 1 R. 45 E. CLARENCE E. SIMPSON ENGINEERS, INC. CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road Spokane, Washington 99212 Telephone: 926 -1322 P v-° r , r&ti ✓1cvJ f_ 4 S r t. C./ ev^ 4+, t.. G 4Y i".. T' 1 �.,:.. ( t� '�.� 1 fi�._ 4 449' N Y - 1 00 ▪ 2 •a CHICAGO • ' a • • • • to • a • • ° 2082- ifialarzzels aaaaaa •a.•aa ..1 • 0 .• ••• • a•■. • ••• • a a • a .. • • • • • • a • • a•■ a • *0 O a • .• • a • • ••. . •••• • VUE i Q 0 X,2/04 'p, Terrac View � • • • :3 a • • • • • ■ • • • • • a 0 ,• . 0 a• • • • • • • a ' • • • • • • • • a • a •� ▪ • • a •• • • • a • • • 11 01„1 •11 erG 4TH 0 ••• • • .a. • . • • • 0 01 0 ST PAUL . • •• a •• • ■ Central Valley High Sch 0 • 00 :PROJECT NAME _., i .. « ,._.,_., ... ,..; •!- r° is Al292• _: = ..RATIONAL FORMULA i H YDROL_C1G T DESIGNER •- D.H.C. •HERITAbE COURT BASIN •i''! SUBAREA r .. ....: n _y «^ et • . RUNOFF' -- r � .39 r! �_� !-� 1 � :�. ::� t_1 L; r•! { - {,! -� 1 COEFFICIENT -- :� T .SUBAREA 'ACRES 2 RUNOFF COEFFICIENT u J _. TOTAL i i °t!_.A ....' :;67 ACRES COMPOSITE RUNOFF ;OE F I C:1 h_{ri = .506567164179.. OVERLAND F .v i VALUES 5-, • CHANNEL.FLOW VALUES B 0 ! i::`.ia{il:::y..! i Er) V Pi L.. 1....1F T H R ._ 7 „ , - J. 1 :1. 0 ._.. , - r_, Q 1 0 = i.:, 05 :: 05 BOWSTRING CALCULATIONS !.: ATE =. 711/87 DE r. LEI = D.H.C. PROJECT NAME ::,.. l I r-I8E COURT DESCRIPTION 11292 Intensity rldev. Vin V ._. (min.) (sec.) ! !.inu /ilru ) (t.. Yr' 1.uu y r' t ) (� ? Storage _,.. ,.� ail' .. !..:. . __ _.. _.. u n .._ ° ? ( - � �, i_I. a ':. �r':., i (ca.!. .j: ' i 7 . 2 :4: • I _ ;0 2„68 1.05 n 06 129 7 7 :i.0 ::? iJ0 2.24 .88 18:_ i:_ 900 1„77 u 7t_1 - 8 270 j - 48 20.0 1200 - 1. . 45 .57 :r 67 360 407 25.0 J 5( t0 1.„21 - „48 J8- - 450 _ I'_i. o 2400 82 32 82 3000 . is 7 C? 0' i:) zt J. ' -...E"',9 3300 .64 .-.1 ... : 867 990 ... 60., 0 60( - 61 .24 89r, . 4200 75.0 500 56 „ °try ' 1013 1350 1 ,_ 1! 80.0 i 70,._j „53 a 2 J 1 !_)3 1 1440 —410 }J a 0 5100 _ ...:^:.7 ....J.,::. „20 1062 1530 --468 90„0 5400 .50 , '.' _ ' 1620 95.0 r ' - $ �!1!_J a 49 „19 1. 1.26 1710 •-5 Wi 4 100.0* 1. i_i!_j u !) 6000 8 .19 —641 THE MAXIMUM STORAGE ! 1Ri GE IS 477.372328482 CU „. FT. :r: The time of concentration fl :L s 7.173755 minutes. The Undeveloped flow out is .3 c.f.s. TEN YEAR STORM CA LC .,Arc_ C ( .-. ? -4. 1 30 600 900 L r S. n - 8_.tc7d --Ci'�. +11 _._..31 - r14- Ice _.__.BYlrYr.:..(___- .D- Y c._ �..5,.f a �rc� . 711ele f r .._zog......P0 ?.s _ `'zcLe j_Lict..4'c._ S Y'QC:J� .d - 4- s o + q-s = = r1 C-c.0 f S 4 - /. 4 r 3 ( r em TJ i-S0?si c 8\�o kre a_ cos _ Poh1,-, 4-00 4 tt 337.5 c+ rQ5varc%C1 1!?Tv (.1 DOV le.. re. JYC r 1 t p r l T 3 t 2r�"�ort rJ vL iS o k ( R .Sl 4- - ? 1� 7 -IC 13,CkSLY-\ ha-5 a- ,. i ", - ' ( 0 . ? s c s . 4-A.) k c- 'l� par +i I/ .._ . bz__ - fro pass o k h d 1 D 6 Y\ 4 c C Y4 ... L tU / r The e S 4-P't �. 7 .. (� �C Can 1 -c(o w 6 Z � 1/\154.4 SC_ c - L 9_ _ , 5, Sept x 90o -i= ( A c. rc /1% C.- hol (o �f 0 -Z7 c-cis �-. h c t . , . . ) 1'v! a Li e a,., . C. `c v 104t0 C -. �. _ C -- C " - ��., t F au ce s -r( ow o (• 07 c4 8/1?J87 IIZ9Z Wt lam Barre -1 . rc 1.) _ A C S ral 47- Uc.O1 um o =3-5-6 C ' 1 . / 1'�'L'.�1 vlrGd PO CL x if -f (2-v ec s/ x 1- 5x 14 _ . 4 so f 4 49 S R4 L 0 RATIONAL FORMULA HYDROLOGY .!.11'9 1 E•— 8/12/87 _ .t- _ DES I GNEI t. = t_ S I MIPSCN PROJECT NAME = i COURT DESCRIPTION : 'DRAINAGE !GE FROMi CILJTI_I• .SUBAREA 2 = 2 ACRES TOTAL R n l'VERL., ND FLOW ! VALUES •C: t• . .15 L = N . -.. .4 .CHANNEL l._. F: L..OW Vi=1L-l_1F:"s �_- 100 Z2 ry _' ..172 L} • 0 TT! - .209 C roar••:' .._ - VALUES L1 U R = 1.10 W 2.17. 1. '_i ...' 1.44 D OA = 1.43 USi REr9 1. RUNOFF COEFFICIENT - SUBAREA iREA 2 RUNOFF COEFFICIENT = " .''} ACRES COMPOSITE :RUNOFF COEFFICIENT = • r i ' DATc. 8/12/87 i... R! 1!. EC r +,r '»° HERITAGE COURT T BOWSTRING CALCULATIONS DESIGNER ..r.. S1r''1P,r"...ON BASIN 8 : , Esr .-. F , ,_,.._ t .._ DRAINAGE SOUTH �.! r... -:: t_� 1 -! � ,.. 1 �. _ ('•a -• FROM r i . c v t i _. Vout Lt' Storage t Intensity � T �� {'r '•j 1 I 1 y ! � �: (min.) (sec.) (:,c (in./hr.) __ r': (cu. ff.) . _.. _.. _ { !." r, '�' 4 ., ? (cu. 'r' G v ? (cu. 'r '1. „ ? t r -; 5.0 ....:.00 _. ,r 1 S_! 2.10 8 4 L1. 300 r_r ., 10.0 600 ..:.....,..4t 1.48 '•1'( 1 89 t:-•r »; f'l 1 Mt . ,..' 900 . 1.17 . .. .. .1. n . . :1304 97 j ! j 404 n 20.0 1200 - t 1....)55 1200 185 25.. 0 1500 :1.21. 80 , 1. <a!_J 1.:� 1 1 •_t!_J!.) - 1.4.7 2 30 0 1 800 1.04 .69 1384 1800 -416 35.0 2100 .91 .60 1391 2100 -709 1416 8: „ � "} 14 40.0 ..��.w�3,_ j ,. t..lr. w.l. il.{ il� » � .._!Y i'1 55.0 3300 u r ••1 " j . 1485 3300 -1815 60.0 3600 61 .40 1 rc.-• -2064 65.0 3900 0 . 60 .39 1616 3900 -2284 .. 0 4200 .58 J . , 1691 42{ 0 - 2509 75.0 4500 1 56 .37 1 f 28 450C: - .4.../.4. r ! 1 50.0 - 4 8{ 0 .53 .35 1755 4800 -3045 5100 .52 f 5100 -3293 90.0 j t } 4 J! 1 50 185..2. c 100.0 6000 .48 s`.1. 7 o _ . 1969 ti 1 {_7!_14„7 -40.. THE Mx I i M 1 OR Gr = I --..._,. , __ �: � »,,;, {:, ,r ,;_ .::.�, r�: CU. t' T r. 4f. The time of concentration is 10.60466 minutes. The Undeveloped +1. -ow out is 1 i_..'r.rs„ ...._`:_ 1. L,I ._.. DRAINAGE FROM SOU SUBAREA 1 .31 ACRES TOTAL l...l;.... ARE( = 3.36 ACRES COMPOSITE RUNOFF COEFFICIENT -- .219196428571 OVERLAND D FL 0w VALUES C... .15 4 • CHANNEL FLOW VALUES- I__ HERTTAGE COMPUTED VALU L:. S I (R _-• 14.27 11.!:: - 1.87. 810 W 1.35 L'AN 0.00 'RATIONAL FORMULA HYDROLOGY • .DESIGNER = C 81 l'(PSON s'?I 7S .I. N c COURT SUBAREA 1 RUNOFF COEFFICIENT . 9 SUBAREA 2 RUNOFF COEFFICIENT = :l'. BOWSTRING CALCULATIONS DESIGNER = C c_ I MP SON BASIN C PROJECT l :1._..1.. I'.li-)ME.i -•' FILW.I°';l "Ti'ti(3E. COURT 1 r...- .SCR1. I-''T I ON -= 1 R Pi 1. hl IGE. FROM SOUL -i i ,_ Intensity Qde:,`f, r,: Vout ;• min „) (sec.) (in /lily. ) (c f ._„ ) r; u,. '•i.. r ft.) 642 00 31. 8 2.34 1.0„ 0 _00 2. u?4 1 ,_. 2 ,i 14.3 * 856 . 1.87. I . ; ; 5; 1545 689 .- �.- . .: 1.77 1 „ j 0 155....: r», : -... 1200 1.45 . 07 : 1592 1200 392 1 500 1.21 89- 1596 :_r „ 0 1800 0 1 04 .77 1602 w! 1 Ct 0{_; -198 2100 .91 .67 1603 2100 -497 40.0 2400 .82 _ 1625 2400 -775 45.0 2700 .55 1630 2700 .68 1648 3000 -1352 60.0 3600 - ..Yr 1. .45 1748 - -1852 65.0 7.900 .60 .44 1837 -7063 .43 75.0 4500 .56 i 4 r:• R_ f) 4500 80.0 480Ci , r.•,. .39 -1987 11.;_10 j -2813 90.0 5400 7 .._:./ 2096 54 00 -3304 100.0 - 6000 _;0i 8 .35 2224 6000 -3776 THE MAXIMUM STORAGE PS 726.40704 CU. FT„ :K The time of rr Inc:Ef)tra•1'•1or 1s 14.26653 minutes. I i e•Undo / L:1 ce p _ d •f 1. c: j out is TEN . YEAR STORM C:i=ii__C 1 t°. „f.._;„ DATE = 8/12/87 • ! RO.JECT NAME = HERITAGE COURT DESCRIPTION =' DI (- IN(t3E FROM SOUTH SUBAREA 1 = 1 ACRES SUBAREA 1 RUNOFF COEFFICIENT =- .15 TOTAL AREA = 1 ACRES COMPOSITE RUNOFF COEFFICIENT :__ .15 OVERLAND FLOW VALUES Ct = . L ^ 900. N = .4 J = 3 - CHANNEL FLOW VALUES L = 0 TD •_ 0 i , COMPUTED. VALUES DUR •= 14..27 110 = 1.83 ,27 Q i=i = 0.00 RATIONAL FORMULA HYDROLOGY DESIGNER = C S I MF SON BASIN C-1 DATE PROJECT NAME = HERITAGE COURT •DESCRIPTION = DRAINAGE FROM SOUTH SUBAREA 1 = .31 ACRES SUBAREA 2 = 2.05 ACRES •TOTAL AREA = 2.36 ACRES COMPOSITE RUNOFF COEFFICIENT = .2405169.4915..... OVERLAND FLOW VALUES Et 3 .IS L = 900 N .4 g = .033 ',CHANNEL 'FLOW VALUES L = 0 TD = 0 COMPUTED VALUES DOR = 14.27 I10 = 1.83 @1§ = 1.67 « : . @A = 0,00 RATIONAL - FORMULA'HYDROLRGY•. DESIGNER = SIMPSON BALI\ \»2 SUBAREA 1 RUNOFF COEFFICIENT = SUBAREA 2 RUNOFF COEFFICIENT = ,15 BOWSTRING Ci LCULAT I ONS DESIGNER = C S I I °II ='SON BASIN C -2 PROJECT NAME = HERITAGE COURT DESCRIPTION = DRAINAGE FROM SOUTH t t Intensity Odi=vA Vin Vout (min.) (sec.) (in. /her.) (cafa_a) (cu. ft.) (cu. ft.) (cu. 4 18 1.87 750 :70 0 450 1.31 1 i56 600 456 = {15 {_I 1 a 8 3 1.07 1270 856 15.0 900 air 1.04 1236 900 336 ?0.0 1^ 00 i 45 a 85 1268 1200 iaG 5au 1500 1.21 a7 1271 1500 —229 30.0 1R00 1.04 a is 1 1 275 1800 .- J0 25 ,' a l 2 1 0 0 .91 c . -,. 1 2 .48 1294 2400 1 106 45.0 2700 .74 a `I' 3 1298 2700 30.0 :(_ititr .68 .40 1313 7':000 —1687 55.0 3300 64 .38 1348 ,;fisi —195? } JO. {} :•rtJ{;J a o1 a :36 1392 3600 —2208 65.0 - :,900 _ a 60 1463 70.0 4200 .34 1528 4200 —2672 -rte• r J a t-i 4500 .. t a ,....0 1560 4500 —2940 80.0 4800 53 1 1583 —3217 r 85.0 a 52 a 0 1628 5100 —3472 1669 5400 —3731 95.0 5707 0 a49 29 1722 ' a `7 7 S �•� 7 i =J Ci 100.0 60 00 48 .28 t� 1771 600{7 —4229 THE MAXIMUM STOi AGE IS 456. ^6.: 04 GU o FT. *• - I time of concentration is 2 r5-r 1 I•a tJ G?J•�� minutes. The Uidc:ve1opedt 'flow out is 1 cafasa TEN YEAi; STORM CALC y � N L. t . v • S % v z 'sc t 4 °1 � 2. ith, C C,.(?. -tip 1_, le� tf F ENGINEERS , ` p . 926 -1322 Ave a IN WITNESS WHEREOF, .. we ,1987 t 1 , , ter? E: 10,001 19,001: 10,001 1.0,00 9 , 8: - 11,620 ... 13,810 13,838 11/636 :1.{1,017 10,018 .! 11 , 0 1, 9 10 11.x'20 AS 1'10. 0flSS CC I,v :1 f 6F SpoN i4t.' On this to Presider to be to be executed the within and ARE S5 FT. S , FT. Sao: A FT. SD„,. S 1 e SQ. FT. S;1„ FT. S j.. FT. SQ :, FT. S2. P2. Q., FT. Sb .. FT. S2. in PT. S . FT. SQ., Fr. Ccnwnr1es . Sir pson Pm .. rrd L.S. No.99 7 DEDICATION: KNOW ALL MEN BY 1'f Esz PRESENTS, that Rose Company Realty, Parmers and Merchants Bank of Rockford. and : H: i n- l.ye domes, Inc. ; :nave caused to be platted into lots, blocks, and streets, the land shown hereon as "HERITAGE and described as follows: The South Half of Tract i49 of Vera, as par plat theteof recor Situate in the County of Spokario, State of Washington No rE Ore than one dwelling structure shall be placed on any one lot, nor shall any lot be further sod t i.Aded for the purposes of creating additional lots or building sites without filing a r eplat. 'Only inngle family dwellings are allowed. WARNT M Agricultural related activities, including animal keeping in dust ddld sprays that are object:iornal. In jii. f,'.n ,.1 driveway access permits shall be t z - lovea approaches to the County Road system. ono .- 1,attor does heresy dedicate forever the streets shown hereon for road purposes. l; e 1 .. rs, heirs, arant.ces and assigns, agree to join in the formation of a County Road Improvement; District pursuant to n.0,07. 36,e,8 at --such time as a Road improvement District is created or any Road Improvement Projects is sanctioned bvy Spokane County. The improvements required (curb,.. sidewalks o- ainage control and paving) will be at the sole expense of the owner, their heirs, grantees andi 2,1 i n 2 , :plies to Evergreen Road only. dire- _,,,m r ( ' or Successor(s) in interest agree to authorize tae County to pl ace their name(s) on petit foc the formation of a ULID by petition . method pursuant to RCW 36 .94 which the petition:. .11olud s 9 tne ooner_ (s)' property and further not to object by the signing of a protest petition' a .nst the formation of 1 ULID by resolution method pursuant..to RCW :Chapter 36.94 which . includes (. e t;t nor (: ) property. PROVIDED, this condition shall not prohibit the Owner(s) orr: . Sucoeasor (s ) in objection L,, any ao3e nment,(s) oh the Property; as a result of the improvements called for in the formation 3 6 E7-;7:11 t ' new dwelling unit shall be double plumbed . for do let 5.on systems. Ose of private rol_.t_s and water sv=s tents .s prohibited. oub;ect^7) to specific ° p1ication approval and issuance of permits . ai idual on pie systems may be authorized. The r ublic a er: system, as approved by County and State Health author ties and the local fire d i s LL _tct and purveyor, will be ins -ailed within this plat, and the subcdivider will provide for in ° .c !3, 1 domestic water service as ell as fire protection to each lot.pr.i.or to , ale of -each lot. A eordeents, as p.+ 1tt. ; ana jl ;n i; coon, which are. for the purpose of inst:a}1in�,�, operating and " maintaining dr inage's and drainage faci.lities to dl5pose of runoff, • are hereby granted. rye County of Spoke.a is hereby granted , the right of ingress and egress to all drainage easements �.:� �jacent to. the public right --of -way. The 'property owner shall maintain the drainage swale with a - rmanennt live cover of lawn turf, with optional shrubbery and /or trees, • which do not obstruct the :.ow and percolation of storm drainage water in the drainage swale as indicated by the approved 1 j;n 1' ' ' ti : .` eas;'Iil'eat o , i b 1 i] � i t� t= :_. t'S font ' �. , .. � c1 ?_ t .. ( t .- �. . `� n F _ 1. C' 4 i Cl h (: T: E3 c r`1 shown hereon, eC,IiC .1 connection to future . area y the Health Officer, wide r. a ' lot have hereunto set out hand Farmers and Merchants` Bank crf Rockford 90 °01'57° 20.00 20.01 1.43 S2"t1 1 • R = 15.00o." _ T ! = 1 . 3 2 ACKNOWLEDGEMENT Phis map correctly represents a survey made by ;n 'direction in conformance with the requirements o C OIzn ty Subdivision Ordinance. nd• . affixed our seal thi•s day roo Hinalya•Homes, Inc » • �. day oe 198'x,' before me personally appeared Jack P. Masell_i known and Owner of Rose Con pang Realty, a Washington; Corporation; knouts of Farmers and Merchants Bank of Rockford and known of Himalya Homes Inc . r a Washington Corporation as the individuals who foregoing instrument and acknowledged the same to be their free and voluntary s n:3 lend for the uses and and purpose herein mentioned. a�'' .he officers of the above corpora: a on oath stated that they are . authorized to execute the said instrument and that the seal affixed (if any) is the corporate seal of said corporation. IN ;• 11 N E S S WHEREOF,. above written. g7 commission expires have hereunto set my hand and affixed` my official seal the day and year firs Notary Public in and for the State of WishirigtoF Washington residing at or under my the Spokane sewerage the use of LEGENP sc :, , 1 50 MON. & CORNERS :FOUND (AS, NOTED) = CORNERS SET 1/2 "' REBAR CAP 706 SUBDIVISION BOLfg :: f2 The Bearing of BAST: (ASSUMED) along the .center line Eighth venue was used as the basis of bearing for this plat. 22 23- 30 4 0 1 z 1 , t 1 o 1 1 'FOUND .. 0 M • a 65.99 -9r 66.01 16 86.00 0 M 0 73.00 UTILITY 5'/ 1 73.00 73.00 UTILITY 73.00 0 ti M n1 1 0 0 0 0 73.00 EASEMENT ' 73.00 9.1 7 3.00 : L EASEMENT"' M`'� 0 0 0 0 z 7 14 .00 0 to 73.00 BLOCK lb 73.00 w 0 N 4 0 2 73.00 0 M UTILITY EASEMENT -. 5' 73.00 w N 0 0 0 z • 12 " 1 -•51.75 g51.78 r.' 73.00 73.00 , 13 ,19 N N N 0 0 0 2 U. 0 0 2 61.9 � (01.99 1© 140.00 140.00 tte r - -- UTILITY /.9 EASEMENT • .� UTILITY ./ EASEMENT 37.71 97.81 N 89 °59'I5 "E(R) 00 N INGRESS - EGRESS EASEMENT R =2O / . 37 1 1 OMNI moat= r_� M .-► - . 4i • Clapp .0.1.10 'Siam *Aim dasa. <1r ' r- - - 1' STRIP L-17 B -1 itzocl e i / 1 .u) 0 oar: v Y t a g 0 N z • tX w cn I / Ud N 1 34 .• have been paid l:.hi,s Spokane Examined and FOUND BRASS MON W /NAIL 136.00 I0 tv BRASS PLUG 1 hereby certify that the reguired taxe day of By. Spokane. County Ire surer Examined and - approved this 13y Spokane County assessor Examined and approved this ounty Engineer Examined and approved this Spokane County ;lt.i hies Director roved th.i. -s Examined and approved this o : Oao :r oo poo pokpat7 Y. s h i , 36,26' .00 cfotoa • O F s ti m Deputy day of TH OT N 89 °59'15 " E -- 515.00 Deputy on the herein platted land 1987 day of day ra i ay of Spokane Comity Diann ng Departrnent Di recto r day of pokane •Cstung ge :fit h T str:i'ct thoOfficetor icer xaminec no0 m e;l this a* it i i i.. I r. ie .1� 73.00 13 ' BLOCK 987 ,1.987 ,1987 1987 ,1987 87 8 TH AVENUE EAST (ASSUMED) -- 2650.05 632.52 N 89°59'15"E M N CU 0 0 2 73.00 (. v is i S 89 °58'32's W Maws OF VERA --632.71 73:00 73.00 ?i., UTILITY('-- = EASEMENT moo Iowa 1') N ,_ IMO 632:90 - Ititoave 12 TH AVENUE S 89 °57' 05 "W -- 2653.19 ...- OF N �.,,L ems _ wow ._ M 6 P FOUND BRASS MON W/ NAIL Coun OD 0' 0 .cn FOUND :BRASS PLUG RECE/VED 1987 meeting L\ (0 CLARENCE E. SIMPSON ENGINEE N.909 ARGONNE ROAD PH: 926 SPOKANE, WASHINGTON 992 DRAWN BY: CHECKED BY: PROJECT NO. (1 2 S, INC -1322 12 DRAWING: OFFICIAL PLAT OFFICE OF C OUNT Y ENGINEER SPOKANE COUNTY WASH. b 0 tL I .ZIA? N o.2108 - 50' E- /31 1 5 6 z 339 Rs 210 , 2 T. - 2108 ? 3 2. ' 9 d O va = School KO 6 8 C.° ; Not.12 TWELFTH LT /2 BK2 : L, i On 2 2 -65 4.c 6 Z 0� N ti s o r t9 8 E. 0 z e 'j1 z- Zo z N(APPLEWAY) ( fitY- , Vo7 - : T.-, 1 .7 R 4 j L \.�.+ y r'SO d fC�C ...�1, �o c.h.�R ag' ,q L.. / - $� Pw20..9636 00 x. v. R,..i Wig L y- t- ..C ATF��r'c ' , .5 . 00 . 40 , Amy t_ o n/ c0 X /43 7•s. 6 SPOKANE N K A Q N d 40 0 4 m n - 40 ) COUNTY SEC. 23 SPF Ac FILE 1292 y c a T. [4-1_,X2 /L92-C.C.' �- -�-- -� a1 9 :y� F /L E ' ?92 � D- ,a;: E ?" -, 0,0 125 N. R.444.W.M. • I s 0 K P 0 0 t Q 2.671 1' 6 7 8 fo m 6 4 - 141 ta pe r - C-RP 1316 65 L LT , 3, 8x44 Q2327 1.10 g 7 2 I 41 IU FLNT t: w.. ( rs 5 /67 s I 2 ■ Ge5 !1ri¢n 1 o r - nj) ar •4.Tc; 1 t 0 7_ g < a Z N J J 2 q S ' JN' .. .— A�a KNOW ALL MEN BY THESE PRESENTS, that Rose Company Realty, Farmers and Merchants Bank of Rockford and Himalya Homes, Inc. ; have caused to be platted into lots, blocks, and streets, the land shown hereon as "HERITAGE COURT" and described as follows:; The South Half of Tract 149 of Vera, as per plat thereof recorded iri Volume "0" of Plats, Page 30; Situate in the County of Spokane, State of Washington No more than one dwelling structure shall be placed on any one lot, nor shall any lot be further subdivided for the purposes of creating additional lots or building sites without filing a replat. Only single- family dwellings are allowed. WARNING: Agricultural related activities, including animal keeping in the area, may produce odors, dust and sprays that are objectional. Individual driveway access permits shall be reguired prior to issuance of a building permit for driveway approaches to the County Road system. The plattor does hereby dedicate forever the streets shown hereon for road purposes. The owners, 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 reguired (curb., sidewalk, drainage control and paving) will be at the sole expence of the owner, their heirs, grantees and assigns. Applies to Evergreen Road only. 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. Each new dwelling unit shall be double plumbed for connection to future area -wide sewerage collection systems. Use of private wells and water systems is prohibited. Subject to specific application approval and issuance of permits by the Health Officer, the use of individual on -site sewage systems may be authorized. 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. Drainage easements, as platted and shown hereon, which are for the purpose of installing, operating and maintaining drainage swales and drainage facilities to dispose of runoff, are hereby granted. Tne County of Spokane is hereby granted the right of ingress and egress to all drainage easements adjacent to the public right -of -way. The property owner shall maintain the drainage 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 approved plans. Five foot by ten foot wide utility easements are provided as shown hereon. An access easement for agricultural uses across the S.E. corner of Lot.9, Block 1 as shown hereon is hereby granted to the owners, heirs and assigns of the properties Southerly of, adjacent to and abutting said easement. IN WITNESS WHEREOF, we have hereunto set our hand and affixed our seal this day of , 1987. Rose -C ealty LOT AREAS Lor BLOCK 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 1 1 1 12 1 13 1 14 1 15 1 16 1 1 1 , 696 10,001 10,001 10,001 10,001 9,878 11,620 13,810 13,838 11,636 9,893 10,017 10,018 10,019 10,6'20 II ,720 STATE OF WASHINGTON)SS couNry OF SPOKANE ) On this day of to President and Owner to be to be executed the within voluntary act and deed IN WITNESS WHEREOF, above written. My commission expires AREA sQ. SQ. SQ. SQ. SQ. SQ. SQ. SQ. sQ. SQ. SQ. sQ. so. SQ. SQ. SQ. Fr. FT. FT. FT. FT. FT. FT. FT. Fr. FT. FT. FT. Fr. FT. FT. FT. DEDICATION Farmers and Merchants Bank of Rockford CURVE DATA 6 = 90°01'57 R = 20.00 r = 20.01 L = 31.43 1'1 c = 52 °01 R = 15.00 T = 7.32 L = 13.62 I 2 " R U = R = = = 89 °58'03" _ 20.00 = '19.99 = 31.40 52 15 7. 13 °01'12" .00 32 .62 ACKNOWLEDGEMENT Himalya Homes, Inc. 1987, before personally appeared Jack P. Maselli known of Rose Company Realty, a Washington Corporation; known of Farmers and Merchan Bank of Rockford and _ known _ of Himalya Homes Inc., a Washington Corporation, as the individuals who and foregoing instrument and acknowledged the same to be their free and for the uses and and purpose herein mentioned. The officers of the above corporations on oath stated that they are authorized to execute instrument and that the seal affixed (if any) is the corporate seal of said corporation. Charles E. Simpson P.E. and L.S. No.9967 :nap correctly represents direction in conformance with County Subdivision Ordinance. the said I have hereunto set my hand and affixed my official seal the day and year first Notary Public in and for the State of Washington residing at , Washington SURVEYOR'S CERTIFICATE a s urvey made; by me or under my the requirements of the Spokane LEGEND SCALE 1 " =50' 4b= MON. & CORNERS FOUND (AS NOTED) o= CORNERS SET 1/2" REBAR CAP 706 SUBDIVISION BOUNDARY BASIS OF BEARING The Bearing of EAST (ASSUMED) along the centerline Eighth Avenue was used as the basis of bearing for this plat. FOUND BRASS MON W /NAIL // 22 ` 23- 111 N 30 1 RP's set 1) cut X on NE flanqe bolt on ( „ fire hydrant S 54 °W 36.26' 1 2) cut X on NE cor. concrete corner post N 55 °E 37.48' 3) nail and tag #706 in tele. M pole S 56 °E 33.48' X11 M 0 d' w 1 34 (#) N 0 w 3 N � w I ° 0 01 a G ' Q Z o w M w W1 tr ICJ' 34 1 0) 0) 0 re) 1ti W 0 s N z .� O 0 s w 0 1- w w 86.00 DRAI NAGE EASEMENT I0 N 16 86.00 FOUND BRASS PLUG By Spokane County Treasurer Examined and approved this By Spokane County Engineer Examined and approved this Spokane County Utilities Director Examined and approved this Examined and approved this Examined and approved this • N ti M 73.00 w O M 0 O 0 O z 17 0 O 0 z 2 fI r 5' S' f M 65.99 0 r 1 0 73.00 Spokane County Commissioners Chairman UTILITY 6 6.0 2L. ' ° _ 73.00 5' S'\ M 18.5 18.5 DRAINAGE 46' EASEMENT UTiLi TY 15 c ti M 73.00 E SCALE Deputy Spokane County Assessor Deputy day of Examined and approved this day of day of day of Spokane County Planning Department Director day of day of 0 0 O Z EASEMENT 9 TH COURT w 73.00 01 EASEMENT N 0 0 z COUNTY OFFICIALS Spokane County Health District Health Officer 73.00 73.00 0 r 14 73.00 O _ 50' 11 • /et -1-r) it IV 1/ ! 1 IN �� 1 73.00 N 89 °59'15" E - -- 515.00- J= 5 ' 1 s EAST (ASSUMED) -- 2650.05 - N 89 °59'15" E 632.71 73.00 BLOCK 4 73.00 13 BLOCK 73, 00 I hereby certify that the reguired taxes on the herein platted land have been paid this day of ,1987 ,1987 ,1987 ,1987 ,1987 ,1987 ,1987 8 TH AVENUE 632.52 w N 0 0 7300 � V L.1 ♦M UTILITY EASEMENT 73.00 73.00 v L. 1 % . 4 75 r o 0 73.00 0 X251.78 UTILITY / 5' EASEMENT 12 N ti 0 w 0 N I0 0 0 0 0 sow ■18 73.00 01 11 0I N N) 1n1 S 89°58'32 W --632 90 - 12 TH AVENUE 73.06 Cc S 89°57 W - - 2653.19 - Z' l co N ' 0)I jw ft) N t0 N 10 N v) - O 0 0 Z N • O 0 0 0 z 61.99 10 140.00 n or s O EASEMENT D RAINAGE % EASEMENT O v. 140.00 0 0 h . A. 32 ( b ` S UTILITY (3 ,./ EASEMENT • 32 - 1 -97.81 37.71 N e9 °59'15 "E(R) _J ‘(‘)",,ft AGRICULTURAL INGRESS - EGRESS EASEMENT R =20 / 37.90 / O 0 N 0 5 MEMO. 0.1.06 CHECKED BY FOUND BRASS MON W/ NAIL L =ma same RECEIVED SEP 8 1987 County Engineering :5 FINAL PLAT I 1 1 0 _ T FOUND BRASS PLUG HERITAGE COURT A PLAT IN A PORTION OF NW 1/4 OF SW 1/4 OF SECTION 23, T.25 N., R.44 E.W.M. SPOKANE COUNTY, WASHINGTON CLARENCE E. SIMPSON ENGINEERS, INC. N.909 ARGONNE ROAD PH: 926 -1322 SPOKANE, WASHINGTON 99212 DRAWN BY: DEDICATION KNOW ALL KEN BY THESE PRESENTS, that Rose Company Realty, Farmers and Merchants Bank of Rockford and Himalya domes, Inc. ; have caused to be platted into lots, blocks, and streets, the land shown hereon as "HERITAGE COURT" and described as follows: The South Half of Tract 149 of Vera, as per plat thereof recorded in Volume "0" of Plats, Page 30; Situate in the County of Spokane, State of Washington No more than one dwelling structure shall be placed on any one lot, nor shall any lot be further subdivided for the purposes of creating additional lots or building sites without filing a replat. Only single - family dwellings are allowed. WARNING: Agricultural related activities, including animal keeping in the area, may produce odors, dust and sprays that are objectional. Individual driveway access permits shall be required prior to issuance of a building permit for driveway approaches to the County Road system. The plattor does hereby dedicate forever the streets shown hereon for road purposes. The owners, 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 expence of the owner, their heirs, grantees and assigns. Applies to Evergreen Road only. 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. Each new dwelling unit shall be double plumbed for connection to future area -wide sewerage collection systems. Use of private wells and water systems is prohibited. Subject to specific application approval and issuance of permits by the Health Officer, the use of individual on -site sewage systems may be authorized. 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 o'f'each lot Drainage easements, as platted and shown hereon, which are for the purpose of installing, operating and maintaining drainage swales and drainage facilities to dispose of runoff, are hereby gra nted. Tne County of Spokane is hereby granted the right of ingress and egress to all drainage easements adjacent to the public right -of -way. The property owner shall maintain the drainage 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 sw31e as indicated by the approved plans. Five foot by ten foot wide utility easements are provided as shown hereon. An access easement for agricultural uses across the S.E. corner of Lot.9, Block 1 as shown hereon is hereby granted to the owners, heirs and assigns of the properties Southerly of, adjacent to and abutting said easement. IN WITNESS WHEREOF, we have hereunto set our hand and affixed our seal this day of s' .. , 1987. LOr 1 2 3 4 5 6 7 8 9 1�0 11 12 13 14 15 16 Rose Co. Realty LOT AREAS BLOCK 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 AREA I I ,696 SQ. 10,001 SQ. 10,001 SQ. 10,001 SQ. 10,001 SQ. 9,878 SQ. 11,620 SQ. 13,810 SQ. 13,838 S2. 11,636 SQ. 9,893 S. 10,017 SQ. 10,018 SQ. 10,019 SQ. 10,020 SQ. 11 ,720 S. My commission expires 7,, Fr. FT. FT. FT. FT. FT. FT. FT. Fr. FT. FT. FT. FT. Fr. FT. Fr. rnis .map correctly rep direction in confor:na' County Subdivision Ord�r>s Charles E. Simpso Farmers and Merchants Himalya Homes, Inc. Bank of Rockford CURVE DATA 3 = 90 °01'57" R = 20.00 r = 20.01 L = 31.43 / Q = 52 °01'12 R = 15.00 T = 7.32 L = 13.62 ACKNOWLEDGEMENT STATE OF WASHIN3T3N)SS couNr? OF SPOKANE ) On this ' day of ` , 1987, before me personally appeared Jack P. Masel i known to P resident and 3wner of Rose Company Realty, a Washington Corporation; s k { k .x known u to be : !.., of Farmers and MerchantsBank of Rockford and .w.� �f �; �": known to be (rx;�° ;_- of Himalya Homes Inc., a .Washington Corporation, as the individuals who executed the within and foregoing instrument and acknowledged the same to be their free and voluntary act and deed for the uses and and purpose herein mentioned. The officers of the above corporations on oath stated that they are authorized to execute the said instrument and that the seal affixed (if any) is the corporate seal of said corporation. IN ►JIr'NESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written. SURVEYOR'S CERTIFICATE tES 4S P.E. and L.S. No.9` = 89 °58'03" R = 20.00 T = 19.99 L = 31.40 / p = 52 °01'12" R z 15.00 r = 7.32 L = 13.62 Notary Public in axe residing at 9/ for the State of Washington , Washington rvey male by Me or under my juirements of the Spokane ® _ LEGEND SCALE 1•=50' • = MON. & CORNERS FOUND (AS NOTED) o= CORNERS SET 1/2° REBAR CAP 706 SUBDIVISION BOUNDARY BASIS OF BEARING The Bearing of EAST (ASSUMED) along the centerline Eighth Avenue was used as the basis of bearing for this plat. 30 1 FOUND BRASS MON W/ NAIL 30 -- RP's set 1) cut X on NE flange bolt on fire hydrant S 54. °1't 36.,26' 2) cut X on NE cor. concrete 1 corner post N 55 °E 37.48' 3) nail and tag #706 in tele. I' pole S 56 °E 33.48' 1 1 1' 1.K) 0 1 qt In U 0 1 1� I _ 86.00 DRAINAGE EASEMENT N 16 86.00 FOUND BRASS PLUG Spokane County Assessor 66.01 t 1 e• 1 5 N "1 x) 139 Examined and approved this Spokane County Engineer f7 : Examined and approved this Spokane County Utilities Director, Examined and approved this Examined and approved this 0 0 i6 N 9 'cA r1) 5 65.9 1z 0 , , h 0 1 73.00 "LO IO - 18.5 18.5 w I` (.: O M 00 0 z LI S; �N 73.00 UTILITY 73.00 UTILITY DRAT NAGE EASEMENT 15 co ti 73.00 0 0 ti M E SCALE O 0 z 0 Spokane County Commissioners Chairman By Spokane Coun -ty Treasurer Deputy Examined and approved this day of By COUNTY OFFICIALS Deputy day of day of day of Spokane County Planning Department Director Examined and approved this day of Spokane County Health District Health Officer day of 73.00 N 89 °59'15" E 14 73-00 0 0 t- it) EASEMENT 5 ' 73.00 '0r 9 TH COURT 73.00 0L EASEMENT -' it 1 2 - ' iii ` OF v r.: i'" r� -� 0 N O 0 0 0 z J= „_ 50 , 8 TH AVENUE EAST (ASSUMED) -- 2650.05 N 89 °59'15 °' E --632.71 0 73.00 BLOCK 5 12 73.00 -- 5I5.00 - -- 73.00 13 ` BLOCK 73.00 I hereby certify that the required taxes on the herein platted land have been paid this day of ,1987 ,1987 ,1987 ,1987 ,1987 ,1987 ,1987 632.52 ro 01 i'0 W 01 0 0 0 0 73.00 W 1 i o N O (rl �1 co O - - 0 0 "n 0 Z of r�0 11 o (VI Z to I I UTILITY z • •\ EASEMENT \ -.. 13.25. i5' 5' ... 73.00 0 i 1 ®` samempramomr 73.00 ' UTILITY / EASEMENT Ix or: v � i_U A 12 M 7 3.0 N N ® ®® 0 0 S 89 W -- 632.90 12 TH AVENUE 73.00 N z 73.00 61111101■ 4.111910 S 89°57 89°57'05"W - - 265 3.19 - - O 0 z ; 99 61.99 1:34- 10 140.00 ~ > UTILITY rt) EASEMENT 140.00 40.2 0 tS� A. 32 'gyp. ). UTILITY ( ?EASEMENT us O 6). 32 33 DRAINAGE EASEMENT' 07.81 N P •= ° 59`15 "E(R) 33.$ Jar c CI AGRICULTURAL INGRESS - EAMENT R = 20 / 37.90 .. IOW WNW - =MO aIIIM 37.71 1 1 1 1 1 • 1 1r ro 1 - - MIMEO _ -_. FOUND BRASS MON W /NAIL 0 L ..6 i J FINAL HERITAGE COURT FOUND `' BRASS PLUG 0 ) 1 w i A PLAT IN A PORTION OF NW 1/4 OF SW1/4 OF SECTION 23 T.25 R 44 E.W SPOKANE COUNTY, WASHINGTON CLARENCE E. SIMPSON ENGINEERS, I N.909 . ..0 PH: 926-132 SPOKANE, WASHINGTON 99212 SECTION S ca /e. ‘c) Acre-Ve. Pavemen-k Fen+ 5 + erD % Surfacing Top course. 0 ,./.5.1-1.D. Spec. 4 1 ........101101119rd k 3e-err co,ti ;,S yer(A, NerjA4-e. a is il.ko BEFORE THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE RESOLUTION NO. 8E 0735 IN THE MATTER OF ESTABLISHMENT OF NINTH COURT IN HERITAGE ESTATES NO. 1461 COUNTY ENGINEER'S FILE NO. 2344 Whereas, it is deemed a public necessity and it is hereby so declared that a public road, 50 feet wide, be laid out and established along the following described lines to -wit: NINTH COURT - 50 feet wide, from the East right -of -way line of Evergreen Road Easterly to and including cul -de -sac. THEREBY, BE IT RESOLVED By the Board of County Commissioners of Spokane County, Washington, that the County Road Engineer be and he hereby is directed to make an examination and a survey and report upon the proposed road and to set a date for hearing upon the said report and cause notice thereof to be published and posted as required by law. PASSED AND ADOPTED By the Board of County Commissioners of Spokane County, Washington, this 26th day of July, 1988. ATTEST: 0164A D E IAM E. DONAH RK OF THE BO Y COUNTY, WASHINGTON Preliminary Resolution ESTABLISHMENT BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON SPOKANE COUNTY COURTHOUSE Farmers & Merchants Bank North 25 Mullan Road Spokane, Washington 99206 RE: Heritage Court Plat Number: PE 1461 Dear Sir or Madam: JS:sla /0016p cc: Ed Krienke, Rose Realty E'k t ) � � A.11 , r !' Ate. 1 PUBLIC WORKS DEPARTMENT OFFICE OF COUNTY ENGINEER RONALD C. HORMANN, P.E. COUNTY ENGINEER SPOKANE, WASHINGTON 99260 -0170 Please be advised that the Irrevocable Letter of Credit No. 91187 issued by your company for roadway improvements in the above - mentioned plat, in the current amount of $ 3,160, 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 Jerry Sims Plat Inspector Public Works Building / North 811 Jefferson Street / Spokane, Washington 99260 -0170 (509) 456 -3600 BEFORE THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON RESOLUTION NO. 88 0787 IN THE MATTER OF ESTABLISHMENT OF NINTH COURT IN HERITAGE COURT NO. 1461 COUNTY ENGINEER'S FILE NO. 2344 This being the day set for the hearing on.Spokane County Engineer's Report on the proposed establishment of NINTH COURT proceedings for which were initiated by -PRE- LIMINARY RESOLUTION No. 88 -0735, and it appearing to the Board on proof duly made that Notice of Hearing was published and posted in the manner and for the time required by 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 26th day of July, 1988, being more particularly described as .follows: NINTH COURT - 50 feet wide, from the East right-of-way line of Evergreen Road Easterly to and including cul -de -sac. and as shown by the records and maps on file in the Engineer be and the same hereby is established as a known as NINTH COURT No. 2344. The road supervisor said road is located is hereby directed to open and and travel. PASSED AND ADOPTED By the Board of County Commissioners Washington, this 16th.d4 of. August, 1988. ATTEST: WILLIAM E. DONAHUE BY 0164A OF THE BO D E U T Y ) RESOLUTION - ESTABLISHMENT office of the Spokane County County road and the same shall be of the road district in which the maintain the same for public use BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON Z 2' . r -,, 9 .. 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