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Ji'T:iT1P - "��Y F'IVIIL'� - 3525d' s'�-• 0 °M M 6TOW m .43' 89' 89' B9� 89 9C �22 92' 84' 8'9 64 D7 -CO 76 �� > °gyp 3 a e1•w _ ._ moo, a M1 N _ N 1 ` - '4 75 T0' ad :_, ar m _ i [� _ 1 6 N - N_ 3 = 3 4 - L ' 2 5 _ .'ny 6 - C+A ! p ' 2 3 ¢ - I I 5Ura 1. ..-I Zi f ✓• v i - '96.44'_._ - _69' -- -89_- _-_ - -- - -8 _ � 90' - -- - 90r-_- -L�,r- -_- -94 } I . �. I N8948'30 "W 637,44' I j — -. r3• e �r 9 6 1 ej Ec tR t ^.. _ zs' 3p' ' ' •. c" Ij 7 _ 5 w al !25' 125 N ` I N O •�i,n 8 N 7 " •� �— �_ N. 94' 3d 639;iQ. Pti, i05O j 104' z 0 p v /� t /Ifi to ca. T RUE 1/16 L INE _ 569 °50'28 "E 2649.3U M - a __ - - _ }_ _._ -3iB -4 -- i7 __ _ U p Q l4E - _ ^V ENUE. 2T5' 09 FQ. Mcn. 1 PLATTEO�L 6F 8NE = 589 4830 E Q F � U d J 4 � pCo 1 2$ n 6 �� . � 4 f 1 _ p M i D FILF ILFIT T - III UAIC PRIORITY F R INTERLAND, INC. 'P, ❑ URGENTI O South Lakeside Road I ' Fat ND ❑ SOON AS POSSIBLE M LIBERTY LAKE, WASH. 99019 �UA ❑ No REPLY NEEDED I AMMTI Phone 509 255.6694 III Gary W. Kennaly, BIM #OT T Planning and Traffic Engineer Re: Acceptance of roads in o County Engineer's Office 13th Addition to Yeradale III N. 811 Jefferson Heights into Spokane Spokane, -Wash. 99201 County. M E s S A G E SIGNED: J6, l, Hatch, Pres. IA-Av_ JAcx, I /l /z 17s I dla. Jdcle H4 -fc"/ Y o Li e- R.Foue NT&0 LETTEe Nn5 81. E Al Sr dews J fp At S0 ZS /(.wJ F OTr E.+TAN /NA - 01 7 - TS r»6 TT /E I/ .-/A ✓C CO,vt'6r 7 Q sn2EeT NA c siC-^/s G -i 8 cc-rw «,e , T.ml �- s P64 t32 �✓dn✓� Dear Gary: We note from Commissioner's Proceedings that the above roads have been accepted by Spokane County. We would appreciate your having the proper person in your office forward _qertification to E. Daryl Mabee, Director, Federal Housing Adminisetration, Room 746, U.S. Court House, Spokane, Wash. 99201. Also, please check a possible error. Our sub- division plat shows the north -south road connecting Mission and Sinto to be Bolivar. The road signs designate the short one block road ad Bannen Road. We would appreciate knowing the correct designation. bank you. IT in eJrL A7 TCN'I'0 SIGNED: SENDER: MAIL RECIPIENT WHITE AND PINK SHEETS. SEC. 14 T. 25 N., R.44 E.W. M SCALE. I"=400' �(/ //- 0-5-- 7-- / o /i ref � p V� ° 1ir x r. r♦ 4 1 0 0 /� O t = rn, o .N >' ,r,/ C./� li,.P :o �.• 13 M /NQ s�0lO �il N 30 r • L •.> " / F"19 12 1 1 b g ! O i/ 1� Z ^'R JN r Z, , �'< �1 2L • [I if 39 r f.. F s ,!� �• 6 I u f � vE Z /•,' .`a. - t ® i " ``245• ' �y !�` - � 5 4 3 Q Q .�...�• j la 5•. : . 7 C /f �:� c `pf $• s t s r r� Bu 0 ° �� n o e • a es h. `°'.' . t Y� r ' 3 a Z I lu . ,.. � r � i C i5t N = •:,,,•i:a _`v'- "ryr.: [i n •$ a / . ^� � ui .gt' �� .i -• J co r.,cno .<.. a=. G S .•Dc 2: ' t > ,q s• .� ,W �i ,j ] ♦ s. ;� / G: 5'1 4 . ' 1 8 f ♦ 5 D N _ /J • • 1 ti Ifl t R J Z m 6 .n,t r �. <♦ K J' O. c - J F,v, vw V M L O a - n •� 1 ♦ 1 Z I 7 �O lI n /2 //� 3 Q 6 �' X'rD':3 /fi D po9�1v9 4•f3 i 40660 ; 2 n ♦a�� 7'4 1 _� I 5 rai ( 3 nn a -.- r • OFFICE OF COUNTY ENGINEER ROBERT S. TURNER COUNTY ENGINEER Sn��o-� ,��aar�ro� s�s�•,o1 January 12, 1976 Interland, Inc. E. 5325 Sprague Ave. Spokane, NA 99206 Att: Jack Hatch Gentlemen: Re: PE -959 RF 1994 Thirteenth Addition to Veradale Heights Please be advised that the Board of County Commissioners established the roads in the subject.subdivision as County roads on November 6, 1975. Therefore, we are returning your bond in the amount of $9,100.00. Yours very truly, Robert S. Turner, P.E. Spokane County Engineer Gerald D. Masgai Plat Supervisor sp Enclosures SPOKANE COUNTY COUNT NORSE ��. C BEFORE THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON Resolution No. 75 IN THE MATTER OF ) ESTABLISHMENT OF )) ROADS IN VERADALE HEIGHTS ) Resolution - Establishment 12TH AND 13TH )) COUNTY ENGINEER'S ROAD FILE NO. 1994 ) This being the day set for the hearing on Spokane_County Engineer's Report on the proposed establishment of ROADS IN VERADALE HEIGHTS 12TH AND 13TH proceedings for which were initiated by Prelim i - and it appearing to the Board on proof duly made t at Notice of Hearing was published and posted in the manner and for the time required by law, and the Board after examining the report and maps of the Spokane County Engineer and all claims and papers on file and after hearing all other evidence adduced at the hearing, and been IT FURTHER APPEARING that the rights of way have already dedicated as a public roads, 50 feet wide and that said road5_ are a public necessity and the same should be opened and established as a County roads. THEREFORE BE IT RESOLVED By the Board of County Commissioners of Spokane County, Washington that the hereinafter described roads_ as reported by the Spokane County Engineer on the 6th day of Unvamhar , 1975, being more particularly described as follows: ROADS IN VERADALE HEIGHTS 12TH AND 13TH .— BEST._ROAD - from the center line of Boone Avenue to the center line of Mission Avenue. BOLIVAR ROAD - from the center line of Sinto Avenue to the center line of. Mission Avenue. SIPITO AVENUE - from the center line of Bolivar to the center line of Best Road. Located in Section 14, Township 25 North, Range 44 E.W.M... ;`, and as shown by the records and maps on file in the office of the Spokane County Engineer be and the same hereby are established as a County roads and the same shall be known as REST ROAn- Rnl TVAR Rnan amn cTMTn ollcRll[P NO. 1994 . Ine road supervisor of the road district, in which the said roads are ocated is hereby directed to open and maintain the same for public use and travel PASSED AND ADOPTED By the Board of County Commissioners of Spokane County, Washington the 6th day of November 1975• BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON BOARD OF SPOKANE SIONERS . ATTEST: VERNO -W, otiLAND RAY W. CHRISTENSEN, CHM. CLERK THE BOARD WFRRY 9 VSfl� HARRY M. LARNE BY j Deputy Bond No. 89 50 12 SUBDIVISION ROADWAY IMPROVEMENT BOND KNOW ALL MEN BY THESE PRESENTS, that we, Interland_ Inc_ of Spokane, I.iashington, as PRINCIPAL and UNITE PACIFIC INSURANCE COMPANY a corporation organized and existing under the laws of the State of Washington and authorized to transact a surety business in the State of iashington, as SURETY, are held and firmly bound unto the Board of County Commissioners of Spokane County, ',lashington, as OBLIGEE, in the penal sum of -- - Nine Thousand One Hundred ----------------- (� 9100_fUl ) DOLLARS, lawful money of the United States of for the payment of which, well and truly to be made, the PRINCIPAL and SURETY bind themselves, their heirs, executors, administrators, successors and.assigns, jointly and severally, firmly by these presents. SIGNED, SEALED AND DATED this 2 lstday of March UHEREAS, the said PRINCIPAL is the owner of a tract of land in Spokane County divided and platted into lots and known as 13th Addition to Veradale Heights and being located in Section 14 , Township 25 North, Penge 44 E.1''I.M., in Spokane County, Washington and said County has required that a bond be furnished in an amount sufficient to pay the construction _ • costs of" grading and surfacing to the approved grades and typical "section the roadways of said plat and the installation of drainage structures'and such other work as is incidental and necessary thereto all in accordance with those Plat Roadway Improvement Specifications dated February L21, 1975 19_ and to the satisfaction of the County Road Engineer; such improvements to be completed not later than August 21, 19 75 unless said date be extended at the option of the County Road Engineer. Upon failure of the PRINCIPAL to comply with the'requircx-c*+ts,stated herein within the time authorized, the OBLIGEE shall look'to tho aUPETY _for satisfaction to the extent of this BOND. The obligation of this BOND shall be kept in full I''' ua7 orf..ct until, in ' the opinion of the OBLIGEE, the requirements herein n 'tNlisfied in which event written release will be given by the UULI 11 1,< ,1'lli'I• having sole right to grant such release and the SURETY hereby w:i'v "�1 rl hts 1 " 1 'elease from the obligation except as herein stated. APPROVED AS TO FORM «N Il It la t `� rn`ANY Deputy Prosecuting Attorney CLAIIE'NCI Bonding Department Home Office Status Inquiry _ Tacoma, Washington UNITED PACIFIC INSURANCE COMPANY Our Bond Number U 89 50 12 Effective Date 3 -21 -75 Contract Price $9,100 3 p , Contractor's Name & Address Interland, Inc. Owner _ Board of County Coaissionera Spokane, Washington Spokane County Svokans. Was hi un Description of Contract Sub - division Roadway improvement Bond 13th Addition to Veradale Heights Decrease Addressee r Board of County Comcdssioners Spokane County Spokane, Washington 99201 Without prejudicing your right or affecting our liability under our bond(s) described above, we would appreciate the following information. - Very truly yours, L J IF THE CONTRACT HAS BEEN COMPLETED PLEASE STATE: Date of Completion of Work (or Final Delivery) 7 cceptance Date Maintenance Period Ends IF THE CONTRACT IS UNCOMPLETED, PLEASE STATE: Final Contract Price l 5 Do you know of any unpaid bills for labor or material? If "Yes," explain under "Remarks below. ❑Yes ❑ NO Percentage or Dollar Amount Do you know of any unpaid bills for labor or • "Remarks" below. ❑ Yes No " of Con m tract Completed material? If yes. explain under If there has been a change in the Original Increase Decrease Contract Price, please state the amount. $ g Remarks /�JJ Please return this inquiry to: UNITED PACIFIC INSURANCE COMPANY P. 0. Box 3477 T. A. Spokane, W 99220 BDU -2116 ED. 7 -71 Title ` Address Printed in U.S.A. COUNTY ENGINEER ROBERT S. TURNER ''•''.r�'' COUNTY ENGINEER '..ra.- -• ... ,., r S�osm ,�'a98a.\cYro' 4)0' SPOHANt COUNTY COURT MOUSE November 21, 1975 Federal Housing Administration U.S. Court House, Room 746 Spokane, WA 99201 RE: File PE -959 Road File 1994 Thirteenth Add. to Veradale Hgts. Attention: Mr. E. Daryl Mabee Director Dear Sir: Please be advised that the Board of County Commissioners established the roads in the subject subdivision on November 6, 1975. Enclosed for your information is a copy of the Establishment Resolution. If you have any questions, please call at 456 -3600. Yours very truly, Robert S. Turner, P.E. Spokane County Engineer i� i r' Gerald D. Masgai Plat Supervisor sp Enclosure cc: Mr. Jack Hatch 0 SPEC -_ Tt .-a.- iqa-e: 13th Addition to.Veradale Hats. Interland,.Inc. ,_v; o r- Adams Engineering Feb. 21 1975 'o 1 SO :` �77 s n e c 1 � = a - c n c s h . a l a r z�nlv to 0- --i- be allo--. nc, a- o- v a - u z-2 p at - var-icance f ro m. these spec-i-ficantions -J_ n�� v aoa� T'n- lioult. secific. % prior ritten aooroval cf the an - called I'Zn�,_ineer" Tha Subdivi'de-- s-all be solely _res all COszs o _ apmrovemen.ts speci lmleS5 o i - 7' .7- Tne _oadwa shail be graded and shazcd - o -he lines and dime n s c, - i L - _F "he iz�7ica! section attached and to t'ne grade lines az:)p_rov e d n & E t e and -- file In his office. The graded roadTday, subgradie, shall i2 co o an cl h --va' 'on below the finish grade to allow for t t - *cl -- .es3 o I- -I thi kn %_ d f uture pavement courses and the sungrade s-all be crowzad as s by the - sec on - Com-oaction or the s•bgrade may be required if it in deeinled _b ? En' n eer. She subora�- s-al I be i nsp'-d anc aJoroved by he Eng" __ I 3= to the olacing o anv surfacing mat= sp on I y noted on att - NG Recui:irec. .Lv `gr e the.tvoical sectiozn att h e d :1 reauired ID*v the Coun tv or when recuired by the Subdivider livider as a co-dit-ion of I '-._-.) ecifica-ions: Curb s a1z, curb.'nc7 shall conform to hese s ClD S'andarr ava-i-abile from the Engineez naer. ther a ap Whe r red or no proved by 'he Enq_- 11 , no ,all Conform to grades shall hz: curb 5h31- be inztal j ad - the Z without a viritten poerm1t: from tne Engineer g " -if AC i 1 G w_id-- of cou-s-s, and co7..l,:)ac* ed thickness o_ su-faci- :r. a t ez i a e c.:.0 1 - e d t o b e p la ced on the roa�_(1.lays - is shown an the typical Section. follo-,-Ting are speca f ca ons �or the various tlices of surfacing materia'. S: Pi Run a-4 al s e natural gravel, talus or shot rock Mrom a source ar<)roved by the E na -i n e e Z o r P. a I _1 v L m an.- i RU-1 p _-- r c I e s i Z__+ - be greater than two- hirds ccf te ccnrac course J thck ess. Shall not I I- I � h 1- `_ - . in order to satisfy tais requirement the Engil veer may -reci-:_ra t1hat _'na nchiral .scaring material be screened or run through a ja7w c-nusner before b2_ placed on the roadway. .Base Cou_sa Material shall be crushed rocl- or gravel being --.vell gZacea naxi�au Size to dust. T� �ma�erlal Shan_ have sand ecmiva-lent test value_ of not less than 40. Too Co'_ z4aterial shall be crushed rock or gravel be w _r being ell Caa�ie d� from ma-Imum Size to dust. The mat eriaI_ shall be .,all_ fractured and shall have a Sand eau-i test Value of not iess than =O. 2�1 I surfaci-a materials e shall be lied of =_ allow for ' inspection C O a c t i On o t'h a s u _r f a E n a _ n e e r . shall be sub to the az:)o-oval of the En-i-eer anC the sources of sucln -materials within suzff time pr ior to the placing of the materials on th^ road47ay. ::in-, courses may be required it it is deemed necessary by *' 4 i�s Co 5zandar& CU'V2_`_�S ...° �)t- s-na- 'oe in-s*Cal.le�_t at the locations s* on the apzoved =aina :M ail on f C.--Ice. Gra.T-4-1 hac`;fiii _11 be for J - ai i 2: T lstalla' n. o a! I reau rea ctl e LO a a c r ov a i o t he E e a r e,� syst=-. is reC_ detai1--61 T.)Ians, resign calculat-Jons and Ziaps of t- i " ' - ted I- the I sna su-b-mitu- , - 0 �' E ns �or a.0-oval and secured prior to the actual ins Bll ation of an��, part o"E v S em O [' 7_ :e.7 o not, an navement_ 0-laced on roa-dwav s' al.! CJ n. o _- m o e ------ ------ - 10 State 7 -z- involved, u --less 'written mod ification and app-oval given by the norineer. to emant O.hall 1 ltna. r a c a it i t c - iE;-Icer p_v be places on ,, ... road: wi . c u t a r_��en per frc ^.. th.. �.�_.,.�_, _2 ldi •?i..�l_: All . o require(; to sarisfaci`.oril " yr CCvmp1ete tfe ^Dr0'i 0meir _ herein req uired, Such as Sv v�Lrlg of roadway .-rades, curbO, etc., Shall be p rovid�d by the Subo='lider 2t 1115 cost. LCii `n1r 11usf Th 17PDrOVe('°_ to hCreirt requir mall l tall ri o the __ b8 CCCip_E � O^ or D 4T t• Gcto';i DeCiilCd on the Sifodi i-sion Road:iay lmmrO-i) Bond, LuLless said dat be e_rended by the Engr_eer. Eden ^,ion of tine for cm.pletion shall in no -...ay n'lli -,.- a--y of the reouirele:i:.s of these specification. When the .Engireer. has inspected. and aDJro`7ed the cam-pleted improvements ha u•7i11 give wi -uteri notice to the Subd1 of such arnroval. Only such - rltLe_n notice :id-L release the Subdivider of the _ e'_c-i-rements of these specification. kPPPOVED l 9 . Robert'S ,Turner, P.E, Spokane County Engineer �J it i Heights PLAT 13th Add. to Veradalei NO. i 3 6 FINIS GRADE _ 15 i� ELEV. SURFACING AS REQUIRED N CROWN 0.02 /FT. i 3 SUB GRA DE ELEV. ' TYPICAL SECTION I , f ; PRIOR TO COUNTY ACCEPTANCE APPROVED 19— THE FOLLOWING SURFACING COURSES WILL BE REQUIRED= APPROVED Feh. 21, 75 ROBERT S. TURNER SPOKANE COUNTY ENGINEER TOP COURSE 3" - 5/5 mini 1 rland In BASE COURSE 6"- 1h minus x BY ; BY PLAT SPONSOR ALL SURFACING MATERIALS MUST BE APPROVED PRIOR TO PLACING ON STREETS, CALL THE COUNTY ENGINEER'S OFFICE, 456 -3600 FOR. INSPECTIONS. West 808 Sprague Avenue Spokane, Washington 99201 (509) TE 8 -368 c- RIF Service of Transamerica Corporation ESWE� TransamerecaTitle Insurance Co SEP 51974 CERTIFICATE TO PLAT County Planning Commission Spokane County Court House Spokane, iVashington Gentlemen: SPOKANE COUNTY PLANNING COMMISSION Order No. 69590 Certificate for Filing Proposed Plat of 13TH ADDITION TO VERADALE HEIGHTS 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 that the title to the following described land situate in Spokane County, to -wit: Beginning at a point on the South line of the North half of the North- west quarter of the Northwest quarter of Section 14,Township 2S North, Range 44 E.W.M., which noint bears 'North 89 °50'12" West, 25.0 feet from the Southeast corner thereof; thence ?North 0 °03 I:'est, along the West right of wav line of Best Road, 207.88 feet to the Southerly right of way line of Mission Avenue; thence North 77 °22'44" West, along said Southerly right of way line, 794.38 feet; thence South 0 0 08 1 14" Fast, 409.25 feet; thence South 89 ° 50 1 12" Fast, 136.63 feet; thence North 0 ° 05 1 44" 'lest, 30.0 feet; thence South 89 ° 50 1 12" Fast, 637.81 feet to the point of beginning; Situate in the County of Spokane, State of IVashington. VESTED IN: BENJAMIN CHANCE and BERYL L. CHANCE, husband and wife; EXCEPTIONS: 1. 1% excise tax, if unpaid. 2. General taxes for the last half of 1974, as follows: (Parcel No. 14542 -9124) in the amount of $36.24, including Weed District Tax, covering a portion of the North half of the `:orthwest quarter of the Northwest quarter. (continued) r Page 2 Order No. 69590 -M Certif. to Plat (Parcel No. 14542 -0175) in the amount of S46.13, including Weed District Tax, covering the Southwest quarter of the Northwest quarter of the Northwest quarter, except the N. 100 ft. of the W. 125 ft., and exc. the S. 470 ft., and exc. roads. 3. Irrigation assessments for the last half of 1974 to Consolidated Irrigation District No. 19, as follows: Covering a portion of the North half of the Northwest quarter of the Northwest quarter, in the amount of $39.36. - Covering the Southwest quarter of the Northwest quarter of the Northwest quarter, Except the North 100 feet of the West 125 feet, and Except the South 470 feet, and Except Roads, in the amount of $14.68. 4. Liability to future assessments by Consolidated Irrigation District No.' 19 5. Easement contained in Warranty Deed from Benjamin Chance and Beryl L. Chance, Grantors, to The United States of America, Grantee, -dated May 8, 1964, recorded May 8. 1964 as Document No. 16405C, as follows: A perpetual right of way and easement on the following described land, together with all appurtenances thereto, situated in Spokane County, State of Washington, including but not limited thereto by this enumeration, the permanent right to survey, construct, reconstruct, operate, inspect, maintain and remove a water pipeline or conduit and appurtenances thereto, or any part thereof, through, over and across the land described below, together with right of ingress and egress: The North 20 feet of the Southwest quarter of the Northwest quarter . of the Northwest quarter, excepting therefrom the West 125 feet thereof, of Section 14, Township 25 North, Range 44 E.W.M. 6. Right, title or interest of Interland, Inc., a Washington corporation, as disclosed by application for platting certificate. NOTE 1: We have searched the records for unsatisfied judgments and liens against all persons named herein and find none. js i ; .. Page 3 Order No. 69590 -M Certif. to Plat Records examined to August 29, 1974, at 5:00 P.M. TRANSAMERICA TITLE INSURANCE CO. By: Phyllis B. Vaughan is AGENDA, JULY 12, 1974 SPOKANE COUNTY PLANNING COMMISSION Time: Place: TELEPHONE NO.: 456 -2274 Friday, July 12, 1974, 9:00 A.M. Conference Room A, Court House Annex (Use Mallon Avenue entrance) PRELIMINARY SUBDIVISION AND ZONE CLASSIFICATION UPGRADING 2. PE 959 - 74 , 13th Addition to Veradale Heights ZE- 49 -74 Agricultural to Single Family Res. or Two - Family Residential a. Location: Section 14, Township 25 N., Range 44, E.W.M. Beginning at the intersection of the N line of the 11th Addition to Veradale Heights and the West right of way line of Best Road; thence North along said R/W to the Sly R/W line of Mission Avenue; thence NWly along said Sly R/W 714.83 feet; thence S 12025 11 W, 39.76 feet to a 325 foot radius curve to the right with a central angle of 27'47 "; thence along the arc of said curve 157.66 feet to the point of a reverse curve to the left having a 332.92 foot radius and a central angle of 40018'38 "; thence along the arc of said curve 204.19 feet through a central angle of 35008'30" to an intersection with the N line of the SW 1/4 of the NW 1/4 of the NW 1/4 of said Section 14; thence West along said N line 422.16 feet to the E R/W line of Evergreen Road; thence South along said E R/W line 193.7 feet to the N line of the 10th Addition to Veradale Heights; thence East along said N line 637.67 feet to the West line of said 11th Addition to Veradale Heights; thence North along said W line 193.69 feet to the North line of said 11th Addition; thence East 637.81 feet to the POB. b. Sponsor: John W. Hatch North 111 Post Street, Spokane, Wash. C. Engineer: Adams Engineering East 419 Sprague Ave., Spokane, Wash. d. Site Size: 8 acres e. Number of Lots: 24 f. Land Use Proposed by Sponsor: Single family dwellings and duplexes g. Existing Zoning: Agricultural, established March 27, 1942 h. Advertised Zone.Upgrading: Single Family Residential and /or Two - Family Residential i. Water Source: Consolidated Irrigation District No. 19 j. School District: East Valley School District {551o" W Y T4 - � AVE. I c M� ION ` SITE S ... Oka, Q Nur 0 d' .S HARP Q' flfl ' t 2 aORT K 1 1000a MINUTES JULY 12, 197 PRELIMINARY SUBDIVISION AND IZONE CLASSIFICATION UPGRADING PE- 959 -7G - 13TH ADDITION TO VERADALE HEIGHTS: HATCH -E —'J_ _ = - AGRICULTURAL TO SINGLE FAMILY RESIDENTIAL ANTD /OR TWO - FAMILY RESIDENTIAL Planning Commission Recommendation: Approve, subject to the following_ conditions (Vote was unanimous.) A. CONDITIONS: 1. That the plat be designed as indicated on the revised plan as indicated, and /or attached sheets as noted. The sponsor shall work with the County Planning staff and the County Engineers to accomplish the following: a. The sponsor will attempt to acquire the rectangular shaped portion of rl.jht of way as indicated between Blocks 2 and 3. That portion of the plat shown as Blocks 3 and 4 shall not be filed until this portion is obtained and dedicated. b. The sponsor will attempt to acquire the northern half (20 feet) of Sinto Avenue to provide for a full width 50 foot right of way from Best Road to Evergreen Road. If this is not possible, the sponsor shall by written agreement state that Lots 3 and 4, Block Z. will not be sold until the northern half of Sinto Avenue is acquired and established. C. The west half of Best Road from Sinto Avenue to Mission Avenue shall be curbed and paved to ounty specifications. d. To determine final lot orientation for the western portion of Block 1 prior to filinc of the final plat. 2. That a statement be placed in the dedication to the effect that 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 filing a replat. 3. That the plat provide for right of way width for streets as indicated on the preliminary plat of record. 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' strip at the ends or edges of all streets that terminate or border the plat boundary . (Ternporary cul de sacs are required when streets terminate at the plat boundaries. (Cont'd) PE- 959 -74 - 13TH ADDITION TO VERADALE HEIGHT (Cont'd) 5. That appropriate street names be indicated. 6. That 'appropriate utility easements be indicated on copies of the approved preliminary plat for distribution to the Planning Department and the utility companies. Written approval of the easements by the utility company must be received prior to the submittal of the final plat. ' 7. That a plan for water facilities adequate for fire protection be approved by the water supplier and the fire protection district. The water supplier will certify that appropriate contractual arrange- ments have been made with the plat sponsor for construction of the water system prior to filing of the filial plat. B. That a certificate of title be furnished the Planning Commission prior to the filing of the final plat. �. That the preliminary plat be given conditional approval to August 1, 1975. 10. That streets be improved to standards established by Spokane County, or a bond to cover the cost of such improv�mants be furnished the County Eagiueer in the amount as det;;rminad by the County Engineer. 11. That profiles of streets, proposed grades, and drainage plan of the plat be submitted and approved by the County Engineer and by the Planning staff before the final plat is drawn. The County - Engineer may require that design of drainage improvements for the entire plat be made by a registered civil engineer. 12. Conditional approval of the plat is liven subject to dedication of the right of way to the public and approval of the road system in the plat by County Engineer. 13. That a name ba indicated before the final plat is filed; such name to be approved by the County Assessor and the Planning staff. That a program for development of a public water system, adequate for domestic water use and providing for service connections to each lot, be approved by County and State Health authorities prior to filing a final plat. The plat dedication will contain a statement to the effect that the subdivider will provide for the installation of a public water system as approved by County and State Health authorities prior to sale of lots. (C:ont'd) -5- PE- 953 -7 - 13TH ADD. TO VERADALE HTS. (Cont'd) NOTE: The County Health District has determined that the soil and terrain characteristics are suitable for individual sewage disposal systems on each lot. B. ENVIRONMENTAL ASSESSMENT: At the time of the hearing of this proposed subdivision, consideration will have been given to (1) the public use and interest proposed to be served by the establishment of the subdivision and dedication (RCIN 58.17. 110) and (2) those elements necessary to determine the eristance or non - existence of a major action with significant effects on the environment. The Planning Commission, at this time, recommends to the Board of County Commissioners that this application as presented will have no significant effects on the environment provided that the above conditions attached to the preliminary plat of record are met. ZONING RECOMMENDATION Planning Commission aecommendation: Approve 13th Addition to Veradal Heights as indicated on the preliminary plat of record to the Single Family Residential (R -1) classification upon filing of the final plat C. REASONS: 1. The lots in the 13th Addition to Veradale Heights have been designed to accommodate sin,je family residences; i.e., all of the lots would have at least 80' of frontage and 10, 000 square feet of area. 2. The Planning Commission has been routinely upgrading similar residential plats in the Veradala community to the Single Family Residential Tone. 3. The Single Family Residential Zone prohibits duplexes, animal keeping other than household pets, mobile iiom,�s, and home occupations. The Planning Commission is of the opinion that none of the lots within the plat are sufficiently disadvantaged to warrant duplex zoning. The staff notes that the character of the surrounding area has been established for single family residences. D. GENERAL DATA: 1. Location: Section 1 Township 25 N. , Range 4 4, L. 1i.M. Beginning at the intersection of the i5 line of the 11th Rdd. to Veradale Hts. and the vv right of way line of Best Road; th iG along said r/w to the Gly r/w line of Mission (U -6- PE- SS9 -7 - 13th Add. to VLI ".ADALE HTS (Cont'd) Avenue; th IJVvly along said Sly r/w 71i .83'; th 512 " - Vv, 39.76' to a 325' radius curve to the right with a central angle of 27 "; thence along the arc of said curve 157.03' to the point of a reverse curve to the left having a 332.92' radius and a central angle of <,0 "; th along the arc of said curve 20:.19' through a central angle of 35 to an intersection with the N line of the SSW 1/ of the N 1/4 of the NW 1/4 of said Sect. 1t?; th Vv along said N line :22. 16' to the E r/w line of :3vergreen Road; thence 5 along said E r/w line 155.7=:' to the N line of the 10th Add. to Veradale Hts.; th E along said N line 637.67' to the Vd line of said 11th Add. to Veradale Heights; th N along said 'vv line 193.69' to the N line of said 11th Add.; th E 637.81' to the POB. 2. Sponsor: John W. Hatch ld. 111 Post St. Spokane, WA 3. Engineer: Adams Engineering 1. 419 Sprague Ave. Spokane, WA Site Size: 8 acres S. Number of Lots: 2 6. Land use proposed by sponsor: Single faraily dwellings and duplexes 7. Existing zoning: Agricultural, established March 27, 1942 8._ Advertised zone upgradingSingle Family Residential and /or Two - Family Residential S. vvater Source: Consolidated Irrigation Dist. No. 19 10. School District: last Valley Sci!ool District -7- AGENDA, AUGUST 8, 1975 SPOKANE COUNTY PLANNING COMMISSION Time: Place: TELEPHONE NO.: 456 -2274 Friday, August 8, 1975 9 :30 A.M. Commissioners' Assembly Room, County Court House PRELIMINARY SUBDIVISION, EXTENSION OF TIME 1 . PE- �)59 -7 14th Addition to Veradale Heights ZE- 49A -74 Agr icultural to Single Family Residential a. Location: Section 14, Township 25 N.,-Range 44, E.W.M. Beginning at the intersection of the North line of 10th Addition to Veradale Heights and the East line of Evergreen Road; thence North 193.69 feet; thence East 637.81 feet; thence South 193.69 feet to the North line of 10th Addition to Veradale Heights; thence West to the point of beginning. b. Sponsor: Jack Hatch c/o Interland, Inc. South Lakeside Road Liberty Lake, Washington 99019 C. Engineer: Adams Engineering East 419'Sprague Avenue Spokane, Washington d. Site Size: 2.8 acres e. Number of Lots: 8 f. Land use proposed by sponsor: Single family dwellings g. Existing Zoning: Agricultural, established March 27, 1942 h. Advertised zone upgrading: Single Family Residential i. Water Source: Consolidated Irrigation District No. 19 j. School District Central Valley School District k. Preliminary plat given conditional approval to August 1, 1975 1. 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I � a• Z +3m d z �'R, Jc zz/,o -6ovt °°U&° � � a 1 n G2.- mQ �� U >22 63 £.4- G E Q p F` (1. tYj d r s.t j %!%U i i - Q m 0 0 -, 1 O 4hC � Lo �• + .nenu •6�j• Q F n I.i Q20� 90 JOTR /4N O / . u I n� 4... Si A ^ 1 cj ' c.R 4_ _ ''6 /o' o , l� �r'S E 7 t1 •_> ' c. R.P 31l?4.1N4 ^ e A 9 - •( .. N89 JY .L7Q �' - /a O�NQ�4 v f PL E — S 89 ° 35 - -�. ------- -- - - -- -. r - - - a y Z4 - - - 925.55- - - - - -- �EE o COU TY ROAD ��N_ 2312 0 SPR0 '� " zx I o�a AVENUE , 24 ro + a + N y C��Qa 0 Out Q o — THrS DASHCD - /NE WAS Q o N In .I,�Q THE �. R/W LINE OF SOOKA/./6, x r• tV ,� �IQ m CocuR O At -..SNS RY, wHtcs -r tS m O �� Ot �� .N /y0 LONG Eft /Jy o.os.�2ATI o N + �._ �ZI � � Q �SE6 o/�/G•, L.lNE•N f�G,_A7• - .� -� Ool � � � a• m � ti A 1 �o ,a W z w cc f� W 1. W 1 �►d1 c c Y' 130 /Yv co r n Q r ,c J_ C fa' / F' 7' 1 0 IV 1 - 0 7 / tea/' a r v 7Yfi Corner ro r o' o.. ,rnq /f 7X x /�" m d ' 4 W. oc¢, X,m /v '7NfJ ' /v4x; /90�- � /Y / ft n apfp ., � �•F/ /7 h/ t. .. �X /OX 30' M Oti 4" M [0'19 42;tz x on� _ -- '- "• -"''' r4a /`l n 4XSX /� "/V.4S °E ¢z gs- P/= B ' rn / 8 /1y' / «Tu�i O7 A JA "s f, a /1/ dY Jt ., ire ,¢ p. :. " r'Y42 ° .E • 2 g /ys4 ° !Y 79 2- Pii� e,�a _.- s.S,B¢bw fib' 4' f/ / S= vr rno v ,qd and iJ`,- T/�tS SEcT /cN REPRO�uCED /'ROn�/ L /n/EN TO MyLAR C-- "Ray 5115172 NOTE ® SHADE0 AREA DES' /G /VA TES II VAC=,47 - N A a 0 a 2 J tR 0i # NO its tA 7 7 Z- 9 0 4 4 �pUpL LOT eo w C I 2S j 90 , I ;j -S � I 'n S I 4e 125' �� co 60 tzo 1QN w A 'ENUE L W-WS -1 47.7-jr- I IN I w -V- z 'l ea se 25 t N r 1 E CD qD - Z S! %QN - , a- Lt3 1 b 1 !9 z 25' ?,S b &I ' 1 `� I S 8°1 °50 28 "� 63267' f � � - - cr- I I I � Q 7 7 00 1 2 ( { M w SHARP AVENUE i SM.DATA ;REM#RKS O f lo N Z4 Typi.cal,lo.t size a Typii;zo I lot� f6ant CIO e + 4 S of I t Toto o6re a - CERTIFICATION I hereby certify that the above 'plot was prepared by me in June 1 974 - ,,: and is in confo with the provisions of the Dl regulations �'� > T ADAMS ENGINEE ' E, 419 Sprague Avenue Spokane, Washington 99202 ssoa IJ3 Z 'C-5 Phone: 624-6915 0000 P INTERLAND, INC. -�- SOUTH LAKESIDE ROAD - LIBERTY LAKE, WASH. 99019 - (509) 255.6303 July 8 1976 Mr. Gary Kennaly Spokane County Engineers N. 811 Jefferson Spokane, WA 99201 Dear Gary, On Friday, June 7th, I met individually with Stu Deysenroth and yourself regarding the right -of -way problem in the 14th addition to Veradale Heights. As you will recall, we lack the north 20feet of right -of -way from Mr. Wayne Webber to enable us to continue Sinto Avenue from Bolivar Road to Evergreen. I indicated to you that I had earnest money offers from four adjacent land owners agreeing to buy the property comprising the 2.7 acres of the 14th addition. They are not desirous of any further right -of -way. As I understand they plan to fence off the area. All of these purchasers live on Sharpe and wish the protec- tion from further development behind their residences. The approved preliminary plat for the 14th addition is not acceptable to those purchasers in that they only desire to purchase the property con- tinuous to their homes. You indicated you would forward an evaluation to me on the possi- bility of the county allowing us to proceed with limited develop- ment of_: thR 14th addition:, with only the 30 feet of right -of -way presently available on Sinto Avenue. When I called your office on June 18th you indicatedthat a number of the county officials were outof town and unavailable for an evaluation. You mentioned that you would call me the week of June 21. In that it is now July 8th and I have not heard from you I have decided to proceed with closing of the four individual transactions. yours ?:.,nn tch cc :Stuart Deysenroth Harry Zarned (r _ StOtA� (OuNTY MIM I �4 r FINAL PLAT 13 TH A DDITION ' TS V RA H IGH PART OF NW SECTION 14, TOWNSHIP 25 NORTH, RANGE 44 E.W.M. 0 SPOKANE COUNTY, WASHINGTON SCALE: I" =100' JANUARY 1975 ADAMS ENGINEERING Civil Engineers & Land Surveyors E419 Sprague Ave. 624 -6915 IN WITNESS WHEREOF, the undersigned owners have set their hands and affixed their seals this < day of 1975, SPOKANE, WASH. 99202 Il I NTERLAND, I NC. e , �n�, hAnce by Beryl L.;Chance _ by ACKNOWLEDGEMENT 'Existing Brass Cap Monument R, P's: 36" Pine, N54 78.2' 10 II 30" Pine Stump, N42oE, 22.6' 15 14 48 " Pine, S84 70.0' N IM I� ' P.T. of curve. 4- Existing spike. �I m, S Q ' I I I � C o R.R. Existing b ent spike 0.5' into Lots, Blocks, and � \ be low road surface . Reset 940 a- o co O I a_ L Township 25 North, Range 44 East, W,M. , 0 O w u -, . 25' 125' + - 125.0' -- of Mission Avenue; O - 3/ 4 " right of way line, 794.38 feet; thence 13 1 25 ' .25 �% Jdl /surface. Q-Z ' I N � I NW 1/4 S. 14�. j -; :, •. tY N N ° I a I u Q Q vi E - I I i I 25' 30' I a a fl! I by me are tagged with brass }i rol 0 0 DEDICATION KNOW ALL MEN BY THESE PRESENTS, that Benjamin Chance Set P.I. of curve. R.R. Existing b ent spike 0.5' into Lots, Blocks, and � \ be low road surface . Reset 940 �Czol. --- --,with iron pipe. co part of the NW 1/4 of the NW 1/4 of Section 14, Township 25 North, Range 44 East, W,M. , Spokane County, Washington, described O w at a point -, I 5012 "E - 133.66'- CV J thence NO ° 03'12 "W, along the west right - 125.0' -- of Mission Avenue; O - 3/ 4 " right of way line, 794.38 feet; thence 13 Iron Pipe] 0.3' below road 25 ' .25 �% Jdl /surface. FounQ and accepted as 104.92 the SE car. N'1/2 NW 1/4 •� 0 _ � NW 1/4 S. 14�. j -; :, •. Robert S. ° I 21 .k I u Q Q ' _0 Set R.R. U a a O N Q U = 25' - 22 1) by me are tagged with brass o a 0 4 No. 7317. �_ C c O o-0 I t.i_ Q 1 -- DEDICATION KNOW ALL MEN BY THESE PRESENTS, that Benjamin Chance and Beryl L. Chance, husband and wife; and Interland,lnc., a Washington corporation, have caused to be platted into Lots, Blocks, and Streets the land shown hereon to be known as the 13TH ADDITION TO VERADALE HEIGHTS. Said land being part of the NW 1/4 of the NW 1/4 of Section 14, Township 25 North, Range 44 East, W,M. , Spokane County, Washington, described as follows: Beginning at a point on the south line of the N 1/2 of the NW 1/4 of the NW 1/4 of said Section 14, which bears N89°50'12 "W, 25.0 feet from the southeast corner thereof; thence NO ° 03'12 "W, along the west right of way line of Best Road, 207.88 feet to the southerly right of way line of Mission Avenue; thence N77 ° 22'44 "W, along said southerly right of way line, 794.38 feet; thence S 0 14 "E, 409.25 feet; thence S 89 °50'12 "E, 136.63 feet; thence N 0 ° 0544 "W, 30.0 feet; thence S89 0 50'12 "E, 637.81 feet to the point of beginning,, and they do hereby dedicate to public use forever the streets as shown within this plat. 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. Lot 5, Block 2, as shown hereon, is dedicated to Spokane County as general County property t0 be dedicated for road purposes, forever, at such time as the adjacent land is platted or until the road is continued as a full width right of way. All lots in Blocks 1 and 2 are subject to a surface drainage and utilities easement, as shown hereon. A public water system, acceptable to County and State Health authorities, will be provided for the plat and individual service will be made available to each lot prior to sale of lots. STATE OF WASHINGTON) On this 36" of �` _u , 1975, before me personally appeared Benjamin Chance and Beryl L. Chance, COUNTY OF SPOKANE ) SS as individuals; and ? • " '- `>•`. °'- and r.• .,. '' `' to me known to be the and . w.' < -' respectively of Interland,lnc.; the individuals and corporation that executed the within and foregoing instrument and acknowledged said instrument to be the free and voluntary act and deed of said individuals and corporation for the uses and purposes therein mentioned and each officer states on oath that he was authorized to execute said instrument and the seal affixed is the corporate seal of said corporation. IN WITNESS WHEREOF, I have 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 Spokane SURVEYORS CERTIFICATE I, Robert S. Adams, a registered Professional Land Surveyor, hereby certify that the map shown hereon was prepared by me subsequent to an- actual survey on the ground in Dec. ak*n 1974, and that the same conforms in all respects to the provisions of the ordinanc of Spokane County, now in effect, and that the lot corners and monuments have been properly set. M Robert S. Adams, registered Professional Land Surveyor': = M - Set R.R. All corners set by me are tagged with brass tag L. S. No. 7317. - COUNTY ENGINEER Examined and approved this day of 1975. my tngineer COUNTY COMMISSIONERS This plat was approved and accepted by the County Commissioners of Spokane County, Washington, on this day of _ Chairman, Spokane County Commissioners COUNTY PLANNING COMMISSION Examined and approved this day of _ 1975. Spokane County Planning Commission Chairman by _ Planning Director SPOKANE COUNTY HEALTH DISTRICT Examined and approved this day of 1975. _ Health Officer COUNTY TREASURER I, Don W. Brown, Treasurer of Spokane County, Washington, do hereby certify that all taxes which have been levied and become chargeable against the land shown within this map and described in the dedication of this date, have been fully paid, satisfied, and discharged. Dated this day of r 1975. Spokane County Treasurer Legend: 3.58 N N to OR OD , w 5 0 ,� 4 �^� M •�~ W =_ S89 ° 50'12 ° E 7 0 -° Z N "> 3 R i o io .•'' i ••�. •.•%' d' 125.0 < I p go' o z ti N N o 2 o t• Q H � Drainage or.. Utili s Easement 2 ° to • ice• •' o -� 1 - 125.0' -- o z 72.52' -- -- 9P 15.31' `_" t 2 O 75 .06' 2 - t•. • 3 a) - X30.0 90.0 - 90.0 - 35.0 1 t •: •. O ° m ! „ 56.39 9 • N I S89 0'12 "E ' C S 89 °5 12 E 305.0 ( S 77o2 - 10 86 ' 891: I 12 5 0' `- - o o 'v_ 0 v_ 0 3 44 "E /65 .06') 8.66' 1 a0' 8 ° co � 9 000 l0 0 � ll c OD 12 3 rn ID; O d' z N O p N Q` 25' 125' p �O Z Z Z O~ rn v v 0 m �o 104.90' �" 70.10' 90.0' 90.0' 90.0' Z 114.50' z S89 ° 50'12 "E 526.15' 1. N 13 6.6 6' 134' SINTO AVENUE S 89 °5012 E 1 637.81 I-m--- -- -- - --- Lots r811!2 S89 °50 E " 1GI Iron ( pipe w /conc. collar) Found d accep as 2s 2s I 136.63 j �o oun an acce p per 11th I 14 Add. to V. H. 3 Ln 1 \I z Z I a } 4 z I 0 (o m E I O 25' 25' m J Existing Iron Pin, 0.5' below road surface. Found and accepted as the N 1/16 cor.of NW 1/4, S 14. Set Monument (Iron Pipe W/Conc. Collar) ............. Set Iron Pipe, road centerline ........................ 0 Set 1/2" rebar � property corners .................... Plat Boundary Line ... ............................... COUNTY ASSESSOR Examined and approved this day of , 1975. Spokane County Assessor S et R. R . Sp ike M �I = M - Set R.R. ,74.79' - __- Sp ek w + O ro _ S7 >o22..E -- L0 N Z O N 0 645 .25' _'� _N77 'eN- I 0 s 4 N o - 8 y S 26.64 "E R. (26.64 v a,rn N N N'� -� `n 6 � 0 9Q 0' 794 3 B1 N O °) '`� N Ui v m ti t 0 0 0 , M o-7 2 1'n d K H J Qil 112 _O (u Li/ 16 3.58 N N to OR OD , w 5 0 ,� 4 �^� M •�~ W =_ S89 ° 50'12 ° E 7 0 -° Z N "> 3 R i o io .•'' i ••�. •.•%' d' 125.0 < I p go' o z ti N N o 2 o t• Q H � Drainage or.. Utili s Easement 2 ° to • ice• •' o -� 1 - 125.0' -- o z 72.52' -- -- 9P 15.31' `_" t 2 O 75 .06' 2 - t•. • 3 a) - X30.0 90.0 - 90.0 - 35.0 1 t •: •. O ° m ! „ 56.39 9 • N I S89 0'12 "E ' C S 89 °5 12 E 305.0 ( S 77o2 - 10 86 ' 891: I 12 5 0' `- - o o 'v_ 0 v_ 0 3 44 "E /65 .06') 8.66' 1 a0' 8 ° co � 9 000 l0 0 � ll c OD 12 3 rn ID; O d' z N O p N Q` 25' 125' p �O Z Z Z O~ rn v v 0 m �o 104.90' �" 70.10' 90.0' 90.0' 90.0' Z 114.50' z S89 ° 50'12 "E 526.15' 1. N 13 6.6 6' 134' SINTO AVENUE S 89 °5012 E 1 637.81 I-m--- -- -- - --- Lots r811!2 S89 °50 E " 1GI Iron ( pipe w /conc. collar) Found d accep as 2s 2s I 136.63 j �o oun an acce p per 11th I 14 Add. to V. H. 3 Ln 1 \I z Z I a } 4 z I 0 (o m E I O 25' 25' m J Existing Iron Pin, 0.5' below road surface. Found and accepted as the N 1/16 cor.of NW 1/4, S 14. Set Monument (Iron Pipe W/Conc. Collar) ............. Set Iron Pipe, road centerline ........................ 0 Set 1/2" rebar � property corners .................... Plat Boundary Line ... ............................... COUNTY ASSESSOR Examined and approved this day of , 1975. Spokane County Assessor Existing Brass Cap M onument SS a v ,vii v , u cu t+ct u c utt t_ 36" Pine, N54 °W, 78.2' COUNTY OF SPOKANE ) as 'individuals; and 1 +s and �� to me known to be the _- -�'' °� jZ (Q I l 30" Pine Stump, N42 22.6' and .� _ -, respectively of Interland,Inc.; the individuals and corporation that executed the within 15 14 48" Pine, S84 0 W, 70.0' and foregoing instrument and acknowledged said instrument to be the free and voluntary act and deed of said individuals and corporation for the uses and purposes therein mentioned and each officer states on oath that he was authorized to execute said instrument and the seal affixed is the corporate seal of said corporation. r IN WITNESS WHEREOF, 1 have set my hand and affixed my official seal the day and year first'above written. P.T. of curve. Notary Public in and for the State of Washington, residing at Spokane Existing spike. }� .. R R - Pik SPike 23 10 SURVEYORS CERTIFICATE o, �, �a ; M (; Robert S. Adams, a registered Professional Land Surveyor, hereby certify that the map shown hereon was prepared by me subsequent to aa-- -- - -�. RE I �tt.3g - `Ml actual survey on the ground provisions of the or in- f�¢o?m - __, 1974, and that the same conforms in all respects to the dinacr 1 t E � /V 77 ' a ..,� p ` ' �1�, of S Spokane Coun now in effect and that the iot comers and monuments have been properly se. Z. (° S85° °„ `� S N 9Q� 22 ��U I v`-'� o {) ty , , / as z +y, 0 26. _ c F v Qj 6 N 9 O f .943 t - f CUrV f " +` (;' N. - O 0 1 �'>` OO 8 0 P. O l : �.C�nrr� -•-e I �t.t 1 I = 0) „ „ a� �� gp0 - - $et` $ Existin bent - s Pike 0.5' 4� 0 5 m ° � o ca .cu _� SP g P O 2 t3 3 `= s cn „� �o s0 b' below. road surface. Reset Robert S. Adams, registered Professional Land Survey!o I m i w 5 ° r? r+j 4' ip 94 iron pipe. •�� j `� o, Cr , with , W . S89°SO 2nE v OD tr 7 ci Q z ` n� 3 o fl �v Q u o a0 I I - 125.0 p �o z cv ° 2 �~� All corners set by me are tagged with brass - -- - " - rainage or.0 Ut11i s Eosement . Z - 0 O I O 1 tag L . S. No. 7317. : • o ' o . -� O - 125.0' - - 1j J 2 72.52- - 92.17 ? - 15.31'_•_, z . 4 -�: •; • • U 3 m O 'X0.0' 90- d -- -- 90 0' _� 35,0 .'36. _ r ` ' • co 3 (S89 't2 "E 305.0} (s o t 90'0'. 890501 a ?a c o n 3 > 2 ` 08 .67 - 2 E -- 133.66 -- N ° S� r n s 8 9 012Ei 44" - -125.0 _ __ o .� L ? _ [] c 'v 6 '165 t� 8,66' �/ IM I O Z f 125.0 o O p, O 8 O O .7 m O IQ O O. 1� V ff) a- o oN - o - Q ° - :N 13 t - Z' 3/4 Iron. Pipe 0.3 below road 4 to 25 2s' p Z Z z o �- M �� .j zs' ; 2s' �t ; . 0 o i11 m r �� z\9.. o rn �. / Zo P �. u �o o Q�, Z surface: Foun and 'acce ted a t r" -a 25' 25. 10490' ` 4 70.10 90.0 900 90.0 If4:50 104.92 the SE car. N 1/2 NW, 1/4 COUNTY. ENGINEER ��. 589 "E 526.15 ' R - -- -66 -- - _ - - . -' 'Y� Examined and appr thi -- d ° - - -r 975. t y+ ,3 ' SINTO AVENUE N -off NW 1/4 S 14�. PP ay f r- a 1 - S 8 637.81. o -- N Z C nty' Engineer Lot 91k 2 S8 2. E L F.t t i "c o 1 o `= Q.Z � 1 o i strap t on (Iron e w / nc, c � .. Ln 136.63 p pipe p ) jj' u 25' 25, I M Found and accepted. as per 11 th " . I 1 i9-. I d to <L ° N I Add. f 6 V. H. . ti ;s • e•�� ' ®� 0 - -- - COUNTY COMMISSIONERS B�L ec :: �. P y h' P � Washin - C` 1, This plot was app roved and accepted b the Coun Commissioners of Spokane Coun ty , Washin ton on this �day of ° 3.a P N to A - ! !{ a : o �, ! 0-U = i 25' ( 25,1 22 e .Q a I - -� _ O i c >, ----- - - -- Chairma , S ane County Commissioners - -- -�- 1 - - - - -- - - - -- - -- ---- - - -- -' 25' 25' ± C C . ! I COUNTY PLANNING C OMMISSI ON a Examined and approved this ' ` day of F ` 1975. Q � Spokane County Planning Commissiow Chgirman Z . I � I � _•• t i 1 - _-� •v • Mt �• . 1. • ' � l.t.•. . =M � ! r� J , - , ! , f e ... ., .. „ 1 , i.• 5y' . 5ht :.: t : ••• • ! • �i � ' by � • ` ✓ +' .;_ ° Sy s• "`.�.{ ,. I C Planning Director SPOKANE COUNTY H ATH DISTR19T f; f ° k 1 - y. r .a ,r r rr " ' i ' •r ¢f ( �t� . y n, ,, R+"� �'Y:2 "1 .. ,r f' , 1975. } Examined and approved this g day of --., , � -- ' Health Officer ?� COUNTY TREASURER I; Don W. Brown, Treasurer of Spokane County, Washington, do hereby ce been that all taxes which have �en levied and became chargeable against the land shown within 'this ma and described in the dedication of this date, have been fully paid, satisfied, and discharged. Dated this day of w- 1975: awl Spokane County Treasurer " COUNTY ASSESSOR Legend :. ' w da of o, 1975. " ` `. • l 6 v` i Examined and approved this y I Set 'Mdbument _(Iro.n Pipe. W!Conc. Collar).. . o... ... ®. Spokane County Assessor .... Set Iran Pipe, road' .center { i ne .... .... Set 1 %2 "' rebcii prapei ty corners ............ Existing Iron Pin, 0.5' below road' surface. .� Found and accepted as the N 1 /16, cor. of Plat $oundary =Line . 7 NW 1/4, S 14. FW' r . _TP.AV- ER- SE_ANALY_S1S-0F I3TH_AD.D VFRADALE_HT.___._!_ � `7 y _ .SURVEYOR: ROBERTS. ADAMS E419 SPRAGUE AVE. ____SP_OKANE_VASH 99202 624 -6945 - CHE_C.KE D_BY - .GERAL[D,D MASGA.1 -_, DATE: 11/08/74 CHANGE RADIUS TO 382.24 CHANGE CL RADIUS TO 382.24 E I --- - - - - -- 411.457 - -� -- - - - - -- 775.427 -� i AREA _---------- SO FT ( _i ---- LATI7UDES__=_ - -- DERARTURES_ = BLCK LOT BEARING DISTANCE N R T H S O U T H E A S T W E S T PLAT BDRY_ N 0,.3_14W _409.25 0_ .960 PLAT BDRY S 77 22 44E 794.380 173.576 775.184 PLAT BDRY S 0 3.12E 1 207.880 N 207.830 0.194 P LAT BDRY N_89 5D_1.2W 0.477 537.8,10 _1.8 -19_ N __637.807_�� PLAT BDRY S 0 5 44E 30.000 L 30.000 0.050 PLAT BDRY N 89 50 12W 136.630 0.390 +CURVE: 136.629 --- - - - - -- 411.457 --- - - - - -- - 411.455 -- - - - - -- 775.427 --- - - - - -- 775.417 i AREA = 231512. SO FT ( 5.31 ACRES) - - - 1 1 1 +CURVE: 1 1 1 CL CL CL - __ ANGLE CL CL CL CL _ N N - N = N S S N 0 89 77 12 12 7722 '0 69 8 14W 51 46E 22" 44W 45 31 37 16E 4 3 12E 50 12W 239.010 382.240 382,240 RAD1U5 = 50.000 6 45.250 233.100 649.470 239.004 -- - 0.916 _ _83.521 82.240 LENGTH 3 48.792 1.852 --------- --- - - - - -_ _ _ = 85.117 140.990 233.100 - - - - -- --- - -- - 382.239 TANGENT = 10.925 629.658 0.217 - -- - -- - 0.572 � 373 _ 42.735 649.467 -- - - - - - -- �� _ 374.090 374.090 1023.039 1023.043 AREA = 197084. SO FT i 4.52 ACRES) 1 SL N 0 8 14W 199.240 199.239 0.477 1 SL N E.9 51 46E 357.240 0.856 357.239 L SL N 77 22 44W 357.240 78.059 _ 348.607 +CURVE: ANGLE = 12 45 31 RADIUS = 357.240 .LENGTH = 79.550 TANGENT = 39.940 1 SL S 77 22 44E 20.000 4.370 19.517 1 _SL_ _N_ 37 16E_ 2 _ _ 19.5 y 20.000- _ 4.3 7_0_ _ +CURVE: ANGLE = 90 0 0 RADIUS -= LENGTH = 31.416 TANGENT = 20.000 L SL S 77 22 44E 565.380 123.538 551.718 S L S 1 2 37 1 6W 20. 19.517 4.370 1 SL N 89 56 48E 20.000 0.019 20.000 +CURVE: ANGLE = 77 19 32 RADIUS = 20.000 LENGTH = 26.942 TANGENT = 16.002 �- �t S T L 5__ 0 3 1 I5 L. 8 151 .800 0. 1 SL S fig 55 48W 20.000 0.019 20.000 1 SL S 0 9 48W. 20.000 20.000 0.057 ±CUR AN GLE _ - K 1- - C R ADIUS = 20 LENGTH = 31.492 TANGENT = 20.076 _ I. SL N 89 50 12W 559.520 1.596 559.517 1 SL N 0 9 4 B 20.000 20.000 0.057 S . 5 46W 20.000 0.,048 20.000 +CURVE: ANGLE = 89 4 1 57 RADIUS =. 20.000 LENGTH = 31.311' TANGENT = 19.395 ___ _ -- _ - --- 319.285 -- - - -- - 319.291 -- - --- -- 953.041 -- - - - - -- 953.028_.___ __ AREA = 151668. SO FT ( 3.48 ACRES) C. E CHANGE CL RADIUS TO 382.24 - 1-_-5 1 N12 _ _ 37 16E_ _44E ___ _ 1_20.040 1 26.229 _, 1 1 1 S 77 22 90.000 94.000 _ 20.539 _ :F9 - _ -_ 91.729 1 5 L 1 S 12 37 16W 20.000 19.517 4.370 - -_ -- _ -- --- - - ----- ------- -__ --- 1 - - --- 1 - - N 89 - 56_'48E - - 20.000 72_ 20. 000 +CURVE: ANGLE = 77 19 32 -- - RADIUS = -- - - 0..019 - -- - 20.000 . LENGTH -- -_ -- = 26.992 TANGENT __ 16.002 1 1 S 0 3 12E 77.490 1 77.490 0.072 85 44 - - - - -- - -- - - -- - - - - - 133.580 -N 89 50_12W 133.213 - 1_33.660_ 0.381- - - -- - - - -- - 133.65 - --1 0.356 357.239 --- - - - - -- ------ 117.539 - -- --- 117.546 - -- --- 138.030 --- - - - - -- 138.029 - -_- _AREA_ = 12 801. SOFT ( - _0_._29 - ACRES 1 2 16E 120.040 117.139 26.229 N 12 37 - -- -- -- ----- ------- 1 - - - - ___ 2_ - S _77 22 44E 90_.000 _ _ __ -- - 19.665 8_7 ._825 -- _ 1 2 S 12 37 16W 120.040 117.139 26.229 1 2 N 77 22 444 90.000 19.665 87.825 - -- ---- -- --- 136.805 -- - -- 136.805 -- -- --- -- 114.054 -- - - ---- _ 114.054 AREA = 10804. SO FT ( 0.25 ACRES) 1 12 37 16E 123.340 120.360 3 N 26.950 1 3 S 77 22 44E 90.000 19.665 87.825 3S_12 37 16W _ 117._139 26.229 i 3 N 77 22 444 75.060 16.401 - - -- - - - - - - -- -- -- - 73.246 1 3 N E9 50 12W 15.310 0.044 15.310 --- - - - - -- __ _- 136.804 - ----- __-_-__- 136.805 - --- -- __ 114.775 --- - -- - -- _ 114.785 AREA = 10828. SO FT ( 0.25 ACRES) - - - 1 4 N 37 16E 143.230 12 139.769 31.296 1 4 S 77 22 44E 90.000 19.665 87.825 1 _4_S 12 - 37 16W _- _123.3.40_ -- _._ 120.360 _ _26_.950 t 4 N 89 50 12W 92.170 0.263 - ----- --- -- ---- -- - --- 92.170 _ -_____ -- 14_ .0.032140.025 - -- - 119.121 - _ - --- -- - --- 119.120 AREA = 11995. SO FT 1 0.28 ACRES) CHANGE CL RADIUS TO 382.24 - 1-_-5 _ __N_ 5. 44_ LOE -- _ _160_.0 -20 ____159.219 _15.993 _, 1 5 S 77 22 44E 90.000 19.665 87.825 1 5 S 12 37 16W 143.230 139.769 31.296 12W.- _____72.52.0 - _ - _ _ 0.207 72_ - -- --- --- 159.426 --- -- -- -- 159.434 - -- - - -- -- 103.819 --- - - - - -- 103.816 AREA _ - 12221 ; SO FT _(_ 0.2.8 ACR 1 6 N 85 44 59W 133.580 9.900 133.213 1 6 N 89 51 46F 357.240 0.356 357.239 1 6 N 77 22 44W 357.240 78.059 348.607 - +CURVE: ANGLE = 12 45 31 RADIUS = 357.240 LENGTH = 79.550 TANGENT = 39.940 - - ---- _- _ _----------------- .1--- .6.-- S- 77_22_44E_ 2.0.000 - - - - -- __4-.-370. -- 19.5_17 1 6 N 12 37 16E MOOD 19.517 4.370 +CURVE: ANGLE = 90 0 0 RADIUS = 20.000 LENGTH = - 31.416 TANGENT = 20.000 1- ___ -6 S_77 22.4.4E_ 11 1.380 _ _- 24.337 _ 10 8.6_89_ - ____ 1 6 S 5 44 LOW 80.020 79.619 7.998 108.332 108.326 48 9.81 4 4 89.817 AREA = 11959. SO FT 1 0.27 ACRES) -- - - - - - - - -- -- - - - -- 7 - N --0 -8_ 14W - 89._14. 0 -- - 89._140 -- -- - -- - 0_.213 1 7 S 85 44 59E 133.580 9.900 -- 133.213 1 7 S 5 44 LOW (30.000. 79.599 7.996 7 N 89 50 12W 125.000 _ - 0.356 __ - 124.999 v 89.496 89.500 133.213 133.209 AREA = 109 13. SO FT ( 0.25 ACRES) E - 1 8 N 0 3 14W 110.100 110.100 0.264 - - 1 _ - S_ 89_50_ 12E_ 90.00_0 0.257 - 90. B 1 8 S 0 8 14E _ 130.000 _ -__- 130.000 0.311 - - 1 8 N 89 50 12W 70.100 0.200 70.100 1 - _ N 0 48E 20.000__ 20.000 0 1 - 8 - S 89 _9 - 51 46W _- - 20.000 _ - _ 0.048 20.000 +CURVE= ANGLE _. 89 41 57 RADIUS = 20.000 LENGTH = 31.311 TANGENT = 19.895 --- - - - - -- --- 130.299 - - - - - 130.304 --- - - - --- 90.368 --- - - - --- 90.363 AREA = 11615. SO FT ( 0.27 ACRES) 1 9 N 0 8 14W 130.000 130.000 0.311 L 9 S 89 50 12E 90.000 0.257 90.000 -- - - - -- - - -- - 1 -- 9 S _ 0 14E_ 1 30.000_ - - - 0.257 - - 130 .000 -- 0.311 - - - - _ L 9 NN 89 50 12W 90.000 90.000 ------ -- -- - - - - -- -- ------------ -- -___ -- - --- -- - -. --- - - -- -- -- - - 130.256_ - - - -- - - -- 130._256 - -- - -- ------ 90.311 --- - - - --- 90.3 -11 AREA = 11700. SO FT ( 0.27 ACRES) - -- - -- -- - - -- 1 - -- .10 .- -0 -- 8 14W - --- 130.000 - 130.000 -- - - - - -- - - - -- -0.31 1 10 S 89 50 12E 90.000 0.257 90.000 1 10 S 0 8 -14E 130.000 130.000 0.311 l 10 N - 8 9 50 12W 90.000 0.25 90.00 -- - - - - - -- --- 130.256 - - - - -- 130.256 -- -- --- -- 90.311 --- ------ 90.311 AR = 11700. SO FT (_ 0.27 ACRES e 11 N 0 3 14W 130.000 130.000 0.311 1 1 S . 89_ 50 12E 35 0.100 35. 000 1 11 S 77 22 44E 56.390 _ - -_ 12.321 55.027 1 11 S 0 8 14E 117.840 117.840 0.282 1 11 N 89.50 12W 90.000 0.257 90.000 ____ r` L. . CHANGE CL RADIUS TO 382.24 2 1, 13 N 0 3 12W 130.256 130.261 90.309 90.311 0.088 77 22 44E S_89 --- ___ -_. -- AREA__ =___1.1.366.- 125._000 SO -F -T (- 0- .26_ACRES_) 124_999 _ 20.000 1 1 12 N 0 12E 74.310 117.840 117.840 0.069 19.517 0.282 8 14W -- - -- 1 _ 12 S_7 - S 48W 20.000 44_E - 108 - - - -- - -- - - 23.745 - 106 - -- - - - - - -- -- 1 - 1 12' 0 69 50 12E 8.660 - 20.000 0 5 8.660 - -- 1 12 S 0 3 12E 94.390 20.000 LENGTH 94.390 0.088 = 20.076 - m --- __12 N_ 6950_1.2W_ 89 _ - 114_.500 . _ _ 0_.327____ _____ _ - _ 114.500 104.920 --- - - - - -- --- 118.166 - - - - -- --- 118.160 - - - - -- 114.792 --- - - - - -- 114.782 - - -- -- 125.069 --- - - - - -- 125.064 - - - _AREA ___12057_SO ( 0_28 ACRES) CHANGE CL RADIUS TO 382.24 2 1, 13 N 0 3 12W 94.390 94.390 2 SL __ SL 0.088 77 22 44E S_89 26. 87 6 50 12E 125._000 0.356 - 124_999 _ 20.000 1 13 S 0 3 12E 74.310 44E 74.310 0.069 19.517 - 1 13 S 89 56 48W 20.000 TANGENT_= 0.019 SL 20.000 - -- - -- - - - - - - - -- -- 1 - - -13 S 0 _ - 9 4_8W -- 2.0.000 - - 20.000 ---- ' - - - -- 0.057 _ 407.240 +CURVE: ANGLE = 90 13 0 RADIUS = 20.000 LENGTH = 31.492 TANGENT = 20.076 - m --- 1 13 N 89 50 12W 104.920 0.29.9 104.920 -- -- -- --- 94.689 - - -- -- --- 94.685 - - -- -- 125.069 --- - - - - -- 125.064 - AREA = 11712. SO FT ( 0.27 ACRES) - - -- -- - - -- - - --- - - � - - - -- - - - -- z - - N - 0 - 6 14W 410.010 410.009 - - --- - - -- - - - -- - -- -0.982 2 CL S 77 22 44E 174.790 38.192 170.566 - - -- - - -- - -- - - -- - -2 -- - Ct_ - S _ 12 37 16W_ 50.000 - -- - - - 48.792- - - -- - -- - - 10.9 CHANGE RADIUS TO 382.24 2 CL S 77 22 44E 382.240 83.521 373.003 �. 2 CL S 89 51 46W 382.240 0.916 382.239 - - - - - - - CURVE? ANGLE __125 12 'C 31 - RADI - US _= - 382.240 LENGTH = 85.117 TANGENT = 42.735 2 CL S 0 3 14E 239.010 _ _ 239.009 0.572 - - - 2 CL N 89 50 12W 13.340 0.038 13.340 E9 50 12W 136.660 ___ -- 0.390_ - _ 13 6.659 --------- --- - - - --- --- 410.436 - - ---- -- 410.431 ---- - -- 544.142 --- ------ 544.145 ___AREA = -- 60051_. SO FT_ ( 1._38_ ACRES )___ CHANGE CL RADIUS TO 382.24 2 SL N 0 8 14W 359.250 359.249 _2 SL 2 SL __ SL S 77 22 44E 123.000 26. 87 6 120.028 2 = 31.521 S 12 37 16W 20.000 19.517 2 SL S 77 22 44E 20.000 4.370 19.517 ? ANGLE.= 90 _0._0___ SO FT ( 1.00 ACRES) RADIUS_= 20.000__ LENGTH 31..41 TANGENT_= 2 SL S 77 22 44E _ 407.240 88.984 397.399 2 SL S 69 51 46W 407.240 0.976 ____CURVE : _ANGLE- = 12 45 31 RADIUS = 407.240 LENGTH = 90.683TANGE_NT_ =_ 2 SL S 0 4_14E 198.780 198.779 0.476 0.860 4.370 20 - .000_ 407.239 45_.530_ ,_ 2 SL S 69 51 46W 20.000 0.048 20.000 _2 SL S_ _0_ 9 48W 20.000_ _ 2 0.000 _ 0.057_ +CURVE: ANGLE = 90 18 2 RADIUS = 20.000 LENGTH = 31.521 TANGENT = 20.105 2 SL N 69 50 12W 1D4.900 0.299 104.900 359.548 359.550 537.420 537.425 AREA = 43568. SO FT ( 1.00 ACRES) CHANG CL RADIUS TO 382.24 E LL 0 F CHANGE CL RADIUS TO 3B2.24 2 S1 N 0 d 14W 99.250 99.250 0.238 2 5,1 S 77 22 44E 123.000 26.876 120.028 -__ 2 2 S 85 37__1_6W 57E 20.000__ 30.895 -_- 2 _ S1 S 77 22 44E _ 20.000 -_ _1 4.370 19.517 _ 4.370 +CURVE: ANGLE = 90 0 0 RADIUS = 20.000 LENGTH = 31.416 TANGENT = 20.000 _ 2 S1 - S 7 7 22 14E _ 407.240_ - __ _ 88.984 397 .399__ 2 SL N 65 38 57W 407.240 30.895 - -_ _ - _ 406 _ .06_ 6 - CURVE: ANGLE = 6 16 13 RADIUS = 4,07.240 LENGTH = 58.782 TANGENT = 29.442 2 sl N 8 5 3357W 126.640 9.6 10539. AREA = 126. SO FT ( 0.25 ACRES) --- - - - - -- - -- 139.753 - - ---- 139.747 - -- - - -- -- --- 536.944 - - -- -- 536.949 AREA = 11713. SO FT ( 0.27 ACRES) 2 2 N 0 3 14W 90.000 90.000 0.216 2 - -- 2 S 6538 _ 57E 1- 26.640_ 9.6 08 _ 126.275 _ -__ 2 2 S 85 38 57E . 407.240 30.895 406.066 -_- 2 2 S 89 51 46W 407.240 0.356 -- - -- - - -- -- 0.976 --- 407.239 - CURVE: ANGLE -- L 29 1 RADIU = 4 0 7 .240 LENGTH = T.ANG _E14T = 15.9 - -- - - - - 2 - 2 __ S 0 3 14E -- 43.880 - - - - _3 1.901 - 43.880 0.117 - -- - -- 2 2 N 89 50 12W 125.000 0.356 - -_ _ - 124.999 - - - - - -- - - -- - - -- - - - - - -- - 90.356 -- - 85.304 - - -- -- 125.155 532.453 90.359 532.458 AREA = 10539. AREA = 10692. SO FT ( 0.25 ACRES) 2 3 N 0 3 14W� 85.000 85.000 0.204 2 3 S 89 50 12E 125.000 0.356 124.999 2 3 S 0 8 14E 35.0 8 0.204 2 3 N 69 _ 50 _ _ 12W _ 125.000 0.356 -- - -- - - -- -- ---- -- --- _ 124.999 -_ - -- - - - - -- -- -- 0 -- 48W _ 85 - 85.356 - -- --- 125 --- - -- - -- 1 ' ` ANGLE = 90 13 2 _ AREA = 10625. SO FT ( 0.24 ACRES) 2 - 4 N 0 8 1.4W 35.00 85.000 0. 2 2 4 S 89 50 12E 125000 0.356 124.999 2 4 S 0 8 14E 64..900 64.900 0.155 2 4S_ 8 9_5_1 46 2 0.0_00 0. 2 0.000 2 4 S 0 9 48W 20.000 _ 20.000 0.057 +CURVE: ANGLE = 90 13 2 RADIUS = 20.000 LENGTH = 31.521 TANGENT = 20.105 2 - 4 N_8950 - 2W 104.900 - - -- 0.299____ - -_ _ - 104.900 - --- - - --- --------- 85.299 - 85.304 - - -- -- 125.155 - - -- -- 125.160 AREA = 10539. S FT (