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PE-1206A-78N O. 8 4 0747 BEFORE THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON PE- 1206A -78 ZE- 202 -78 IN THE MATTER OF FILING THE FINAL ) PLAT OF SUMMERFIELD EAST 1ST ADDITION ) AND ZONE CHANGE FROM AGRICULTURAL TO ) R -1 LOCATED IN THE S 1/2 OF SECTION 35 ) TOWNSHIP 26N, RANGE. 44 EWM, SPOKANE ) COUNTY, WASHINGTON RESOLUTION BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON, that the Final Plat of. SUMMERFIELD EAST 1ST ADDITION A parcel of land in the South half of Section 35, Township 26 North, Range 44 E.W.M., described as follows: BEGINNING at the South Quarter corner of said Section 35; thence South 89 °56'40" East along the South line of the Southeast Quarter of said Section 35 and centerline of Wellesley, as it now exists 60 feet in width, a distance of 350.00 feet; thence North a distance of 30.00 feet to the Northerly margin of Wellesley Avenue and True Point of Beginning; thence continuing North a distance of 903.42. feet; thence West a distance of 700.00 feet to the Easterly boun- dary of Lot 3, Block 2 of SUMA1ERFIELD EAST as per final plat thereof recorded in Volume 17 of Plats, page 9, in the Aud- itor's Office of said County; thence Northerly along the Easterly boundary of SUMMERFIELD EAST the following four, courses: (1) North a distance of 6.10 feet; (2) North 18 °34'40" East a distance of 146.87 feet; (3) North 12 °01'08" West a distance of 52.56 feet; (4) North 23 °53'53" East a distance of 130.45 feet; thence East a distance of 469.10 feet; thence North 79 °35'56" East, a distance of 125.39 feet; thence South 65 °27'23" East a distance of 75.56 feet; thence North 74 °28'06" East a distance of 120.00 feet; thence South 13 °55'30" East a distance of 75.19 feet;. thence South 89 °56'40" East a distance of 36'.43 feet; thence South'0O °03'20" West a distance of 120.00 feet; thence South 32 °37'45" East a distance of 59.41'feet; thence .South 00 ° 03' 20" West a distance of 120.00 feet thence South 89 °56'40 East a distance of 375.09 feet; thence South 00 ° 25'19 " West a distance of 560.01 feet; thence North 89 °56'40" West a' distance of 342.67 feet; thence South 00 °03.'20" West a 'dis tance of 130.00 feet; thence Southr05 °33'06" West a distance of 50.23 feet; thence South 00 ° 03'20" West a.distance of 140.00 feet to.said Northerly margin of Wellesley Avenue; thence North 89 °56'40" West along said Northerly margin a distance of 274.98 feet to the True Point of Beginning of:this legal description; Situate in the County of Spokane, State of Washington. NO. 84 747 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. j PASSED BY THE BOARD -z 8 DAY OF (��5 1984. ATTEST:' WILLIAM E.DONAHUE Clerk of the Board B y : W Page 2 SUMMERFIELD EAST 1ST ADDITION PE- 1206A -78 & ZE- 202 -78 BOARD OF COUNTY COMMISSIONERS :OF SPOKANE COUNTY, WASHINGTON i w3 9 �� /� \ 1, 4 ro - Va a if W M % 1 .-. t . i w3 9 �� /� 0 p rH 3O ®' r . zo 2O 30: ro - Va 0 �,: 0. SO t . Su • Oci am M a to _a 1 , LUCILLE R04(0 'f� H1na yaOrr' m ��4J � 0 V :o ly . O P b w "O / Td fa f T PROGRESS ROAD r' o c I I 1 ° , 6.07 G e e rn /40 at Cn w rn CALVIN 4ri TL BLRWS ROAD •1t LUCILLE ROAD° Naa, LIkOr % to s M PROGRESS ROAD 7-- 1'007 LUCILLE ROAD ✓' • Yra,o Bc `May d - Re‘O--% \ v 7,r ion- o o- y - T .:14 41 0 c ' 2 • 1 , - ■ ® l 0 ' FR X33 1 61 .rn_ 41 I I 1 ° , 6.07 G e e rn /40 at Cn w rn CALVIN 4ri TL BLRWS ROAD •1t LUCILLE ROAD° Naa, LIkOr % to s M PROGRESS ROAD 7-- 1'007 LUCILLE ROAD ✓' • Equipment List hrs. Used Standby I I I I " • • •••••••. • • OFFICE OF THE SPOKANE COUNTY ENGINEER NORTH 811 JEFFERSON SPOKANE, WASHINGTON 99260 509 SilLz=flefffi--T- 7 c/-7 Date 4D—c7- f. ‘`:". Project_ Name ,5,],...- i< / Inspector - 7,...„ .2 - Lim,.. Project No. CRP/RID t G,.. hr . Report No. TIme Cnaryeo Contractor tnis Day -;/._ or 1 Cl..1,Lr Courty Personnel Contractor Personnel Classification 2 3 4 5 0 Diary Section r, 1 2±-c277 .4f3 67%, ,A5 v Comments r 7 74 „t/ ,-.i • — Contractor and/or Suots) -77, INSPECTOR'S SIGNATURE / , / (2 . Number 2 3 4 5 6 Date (n-- Inspector7ab, ,)c/ Weather Time Charged Contractor this Day -1/2 or 1 Other County Personnel Diary Section OFFICE OF THE SPOKANE COUNTY ENGINEER NORTH 811 JEFFERSON SPOKANE, WASHINGTON 99260 509 - 456 - 3600 1 2 3 4 5 6 Contractor Personnel Classification 1 Contractor and /or Sub(s) j c.�o -Wi / /er ,Z7, Equipment List Project Name Ss Project No. CRP /RID Report No. Hrs. Used Number Standby INSPECTOR'S SIGNATURt:17,-„ v _..�...:— ,.ter �:-::-N y�,..•: � ;-- �w- ,+��..a.. ©��.... >.,,v�,�, .. .. .. .. � .. .., ,,, , Inter-office Communication ic To. C) From 1'- Subject ■ .t T� So \ OFFICE OF COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Date ■ ti %c-_ �t r Sc� �C — r Form 327 -CR, . T — " c \'c\ \S Date ( — 2 e Inspector 2m J Weather / Time Charged Contractor this Other County Personnel Contractor Personnel Classification 1 2 3 4 5 6 OFFICE OF THE SPOKANE COUNTY ENGINEER NORTH 811 JEFFERSON SPOKANE, WASHINGTON 99260 509 - 456 - 3600 Rai v_si,irBE TN" 43R+- /c'' fc/? 1 2 3 4 5 6 Project Name Ca. rve�r7 / r / Project No. CRP /RID �/ Report No. Day -1/2 or 1 Contractor and /or Sub(s) Equipment List Hrs. Used Standby Diary Section Comments(%) /14.- (c - / /s/ ,/ --) -/ r i R°/ // .:=71 4 717f--,, '/ i c' o 7 P r - /Y ' / // "�"'P r' S /s-� ea- rt - /17/ sew t Number % INSPECTOR'S SIGNATUR ur iri/n� E'r/ /4 i4,' �oiy�oLt,- C " r car � � C!-a}�p iQ! "t' • Wer SPOHANE COUNTY COURT ROUSE Inland Bonding Co. P. 0. Box 52 Spokane, WA 99210 JS /lvb Sam q.DmA CaD craw-5y- COUNTY ENGINEER O FFI (3I OI+ ROBERT S. TURNER COUNTY ENGINEER SPO]stan ,Was iinvoir 0 NT 99260 RE: Summerfield East 1st Add. PE 1206A Please be advised that Bond Surety number D292917, by Indemnity Insurance Company of North America, in the amount of $18,500.00 for roadway improvements within the above - mentioned plat may be released. If you have any questions, feel free to call our office. Very truly yours, October 16, 1986 Robert S. Turner, P.E. Spokane County Engineer Jerfy Sims Senior Plat Inspector Public Works Building North 811 Jefferson Street Spokane, Washington 99260 (509) 456 -3600 i , Le'• 0 5 BEFORE THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON RESOLUTION NO 0059 IN THE MATTER OF ) ESTABLISHMENT OF STREETS IN ) SUMMERFIELD EAST FIRST ADDITION ) RESOLUTION - ESTABLISHMENT COUNTY ENGINEER'S FILE NO. 2583 ) This being the day set for the hearing on Spokane County Engineer's Report on the proposed establishment of STREETS IN SUMMERFIELD EAST FIRST ADDITION, proceedings for which were initiated by Preliminary Resolution No. 85 -1120 , 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 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 ail other evidence adduced at the hearing; and IT FURTHER APPEARING That the rights -of -way have been dedicated as public roads, 50 and 60 feet wide and that said roads are a public necessity and the same should be opened and established as 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 Engi- neer on the 24th day of December, 1985, being more particularly described as follows: BURNS ROAD - 60 feet wide, from the North line of Wellesley Avenue North to Lot 9, Block 5 of Summerfield East 1st Addition. BROAD AVENUE - 50 feet wide, from the East line of Burns Road Easterly to Lot 2, Block 7 of Summerfield East First Addition. SUMMERFIELD COURT - 50 feet wide, from the East line of Burns Road Easterly to and including cul -de -sac. WABASH COURT - 50 feet wide, from the East line of Burns Road Easterly to and including cul -de -sac. OLYMPIC AVENUE - 50 feet wide, from the West line of Lot 1, Block 5, Easterly to the West line of Burns Road and also from the East Line of Burns Road to Lot 3, Block 9 of Summerfield East First Addition. Located in the South Half (S 1/2) of Section 35, Township 26 North, Range 44 E.W.M. and as shown by the records and maps on file in the office of the Spokane County Engi- neer be and the same hereby are established as County roads and the same shall be known as BURNS ROAD, BROAD AVENUE, SUMMERFIELD COURT, WABASH COURT AND OLYMPIC AVENUE NO. 2583. The road supervisor of the road district in which the said roads are located 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, Wash- ington, this 21st day of January, 1986. ATTEST: WILLIAM E. DONAHUE CLERr OF THE BO BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON - N E i 1.. 0 F loll s z:08, S3i I si so •NC COVr.i. CC_L, •cuSC Mr. Floyd Whyatt Federal Housing Administration West 920 Riverside Spokane, WA 99201 Dear Mr. Whyatt: The construction of roads in the has been substantially completed and Minor quantities of required drainage pleted and are secured by a bond from accept the roads for maintenance is s VS /set cc: Ken Tupper Jerry Sims COUNTY ENGINEER ROBERT S. TURNER COUNTY ENGINEER Sr�►u�ar: ,W..•, II moronN 99260 November 21, 1985 RE: Summerfield East 1st Addition No. 1206A, Road File No. 2583 Plat of Summerfield East First Addition approved for acceptance by this office. swales and sidewalk remain to be com— the developer. Action to formally cheduled in the near future. Very truly yours, Robert S. Turner, P.E. Spokane County Engineer OrF OF erril male Engineering .Administrator . Public Works Building North 811 Jefferson Street Spokane, Washington 99260 (509) 456 -3600 Mr. Floyd Whyatt Federal Housing Administration West 920 Riverside Spokane, WA 99201 Dear Mr, Whyatt: VS /set cc: J(pn Tuppe (Jerrfl1 mss" November 21, 1985 RE: Summerfield East 1st Addition No. 1206A, Road File No. 2583 The construction of roads in the Plat of Summerfield East First Addition has been substantially completed and approved for acceptance by this office. Minor quantities of required drainage swales and sidewalk remain to be com— pleted and are secured by a bond from the developer. Action to formally accept the roads for maintenance is scheduled in the near future. Very truly yours, Robert S. Turner, P.E. Spokane County Engineer Verril Sftale Enginee ing Administrator VS /ah Sa0.4,4:]., i. COURT ■CLSL TO WHOM IT HAY CONCERN: S o119 CAT Go 'a`r'' COUNTY ENGINEER Very truly yours, OFFICE OF ROBERT S. TURNER COUNTY ENGINEER SnoILL3 - E ;WANfaNSJzov 99260 November 1, 1985 RE: Summerfield East 1st Addition No. 1206At/ Road File No. 2645 The road improvements adjacent to Lot 3, Block 8 of Summerfield East 1st Addition, including sidewalk, curb, driveway approach and drainage swale have been completed and approved for acceptance by this office. A hearing before the Board of County Commissioners for formal establishment of Summerfield Court will be scheduled in the near future. Upon formal establishment of the road Spokane County will assume routine maintenance responsibility for the road. Robert S. Turner, P.E. Spokane County Engineer / Verril, male Engine ring Administrator Public Works Building North 811 Jefferson Street Spokane, Washington 99260 (509) 456 -3600 JS /set SPL +...Nt couNir COURt MOuSt Inland Bonding Co. P. 0. Box 52 Spokane, WA 99210 Dear Gentlemen: cc: TDC, Inc. 0FYICE OF COUNTY ENGINEER ROBERT S. TURNER COUNTY ENGINEER SlatilML1NNE AVLsn.zvtvro\ 99260 October 22, 1985 RE: Summerfield East 1st Addition PE 1206A Please be advised that Bond Surety Number D292917 by Indemnity Insurance Company of North America, in the amount of $37,000 for improvements in the above addition, may be reduced to $18,500. If you have any questions, feel free to call our office. Very truly yours, Robert S. Turner, P.E. Spokane County Engineer i/q/ Je Sims Plat Inspector Public Works Building North 811 Jefferson Street Spokane, Washington 99260 (509) 456 -3600 DRAINAGE ITEMS UNITS 1) Drywell - Type A EA. 2) Drywell - Type 8 EA" 3) Grate - Type 1 EA. 4) Grate - Type 2 EA. 5) - Type 3 EA 6) Backfill For DW CY 7) Concrete Inlet EA^ 8) C.M. pipe 10" dia. LF EA., 9) C.M. pipe 12" dia. LF 10) C.M. pipe 15" dia. LF 11} C.M. pipe 12) Precast Manhole EA. 13) Solid Lid EA. 14) Ditch Excavation C 15) Sod SF _______________________________ ------ NON STANDARD DRAINAGE ITEMS. 3) 4) 5> 6) NI ID im hcb FE: Fr to FR PROJ. SUMMERFIELD 2ND NAME JS DATE 10/21/85 18" dia. LF 16) Monuments EA. 140.00 0.00 17) Barricade LF 20.00 0"00 18} Street Signs EA. _ OTHER SUBTOTAL �-�- GRADIN ^OO -`--~----�---. , -�..,^ ING , CURB, & SSIDEWALK � 19) Rough Grade CY 21) Top Course Cy 7.90 0.00 12.00 0"00 20) Base Course ry i�|o�crzte �' 12..00. 0.00 22) Asphalt �~. Tons Concrete 00 36 0 00 23) Curb Type A LF ^ " 4.25 0.00 24) Curb Type B LF 5.20 0.00 HO ��hwTyAe R �F YD 423 3 1 5^ 20 0.00 - - ^�`,� ru . 3"00 5502.90 _NON=STANDARD ROAD ITEMS 1) 2) 3) 4) ~ ^ - QUANTITY PRICE COST 1150,00 0.00 1400.00 0,00 270.00 0"00 290"00 0.00 270.00 0.00 E/^50 0.00 500.00 0"00 12.00 0.00 15,00 0.00 18.00 0.00 21.00 0.00 1400^00 0.00 270"00 0.00 370,1 7,90 2926,16 20000 0.50 10000"00 - - ---`^'' -- ^ `-- ---- ---^~----------- DRAINAGE SUBTOTAL 12926.16 GRADING AND SURFACING SURFACING 5502.90 GRAND TOTAL • 18429.06 0. 0" 0V 0 .00 0.00 0.00 0.00 0^00 O"O0 0. 0.00 r # z S 4 jf Slew .stoX 5; =9 330 S y 0 ¢ ° Zoo° l-- F S co «.-ec 5 X ./O K ( K 620o0 4 27 = 3700 cam ;200_0 )C !O 210,000 sr sec( #( /4' 1kF 5 Cci .. d 14 /_ f - e x 46 a 9 - 93. 71 VS /ah SPOMAC COUNfl COURT HOUSE TO WHOM IT MAY CONCERN: OV1'I OF COUNTY ENGINEER ROBERT S. TURNER COUNTY ENGINEER Svorraa -i ,WasixxxiwroN 99260 RE: Summerfield East 1st Addition No. 1206A E. 14915 Summerfield Court Road File No. 2645 The road improvements adjacent to Lot 14, Block 8 of Summerfield East 1st Addition, including sidewalk, curb, driveway approach and drainage swale have been completed and approved for acceptance by this office. A hearing before the Board of County Commissioners for formal establishment of Summerfield Court will be scheduled in the near future. Upon formal establishment of the road Spokane County will assume routine maintenance responsibility for the road. Very truly yours, Robert S. Turner, P.E. Spokane County Engineer Verril Smale Engin =ering Administrator July 2, 1985 Public Works Building North 811 Jefferson Street Spokane, Washington 99260 (509) 456 -3600 VS /ah SPOKANE COUNTY COURT HOUSE TO WHOM IT MAY CONCERN: Very truly yours, OPI•I UE (I I• COUNTY ENGINEER ROBERT S. TURNER COUNTY ENGINEER SroaarE , VssnzNo'ro v 99260 July 2, 1985 RE: Summerfield East 1st Addition No. 1206A ✓ E. 14925 Summerfield Court Road File No. 2645 The road improvements adjacent to Lot 16, Block 8 of Summerfield East 1st Addition, including sidewalk, curb, driveway approach and drainage swale have been completed and approved for acceptance by this office. A hearing before the Board of County Commissioners for formal eatablishment of Summerfield Court will be scheduled in the near future. Upon formal establishment of the road Spokane County will assume routine maintenance responsibility for the road. Robert S. Turner, P.E. Spokane County Engineer Verri7 Smale Engineering Administrator Public Works Building North 811 Jefferson Street Spokane. Washington 99260 (509) 456 -3600 I / C.c. 1 7 2 3 4 6 ACS (..F r ! C . 06 THE SPOK N C NI? El!IGINEL No ! '2 I I g fr.,ON Spo.AN; , 1 ,4". - .; !!1 GioN 99260 50 DAILY INSPECTION REPORI Da t Q A,I, , c. .4::t2 , ,, ii Sii-- Project Name .S.ii-nom - /1: Inspector /fr/ .c, 7 / rif. Project No. CRP/RID Weather Report No. Time Charged - Contractor this Day 7 1 /2_ °LI Contractor and/or SubTs)-7-z,/ rt,c, Other County Personnel ritd/Q/-0( 4.:- /t ...7.i_ Evc c;,,r [qui ;vent Li st Hrs. User Standby 2 3 5 6 C.ont ractor Personnel Classi fication Number Diary Section Coinments : vargfrg an Arref 2:1C1.1:41/ inkA/Alh- 'We P.Q..TH es cf; ?Aar ,.4.9 R.51 RAIMA-71 //v igiL /1 ,./ ) Su c• 4 3,,,ez i vs AR& r je y I:5T Z.e.• . i •iP / 0( As -,S 4./..Wil 0 fd - r @vs F04 f . 4f uh.) f-V_A me. cr4( s re 676... 5 ‘,/ ' 4"; _1 • cog (7Er n? 6 Gen. .5 c.4 t / %Rt gat _jytte TECA..7.1 Aka_ rrz Mies( cA , ne.' AT Nil C.04! tv etc i XI et (9‘Yollei Cyvt..AP n-eve gkepAr. Op" COnt/: e it -7&,rie? VmPS 107 f reit) of .13,toke Ave, As sae.* PL.. ..-;?., Ak. if : C.51cAdS /7) 0 1:- ,Cif I /53,-rcris,,:c 4,,,,,, of. kvo..<4. irs'srnfAv.:4:rey. , AV / it - 71. ii . To - 7 ..'‘C cf... /: L.::' S .k.;:. ;iv nv" /?0:' ctiz vas riv c iz 4 en te; Acti oni- ..., Mart /ions c A r A LA.'"6 b 76- . INSPECTOR 'S SI GNATUREa sioners of Spokane County, Thousand States of America, for the SURETY bind themselves, Indemnity Insurance company. of Neat Amin iva KNOW ALL MEN BY THESE PRESENTS, that we, TDC, Inc. of Spokane, Washington, an PRINCIPAL and INDEMNITY INSURANCE CO fir unv' R u1te$ corporation organized and existing under the laws . • of the State of New York and authorized to transact a surety business in the State of Washington, as SURETY, are held and firmly bound unto the Board of County Commis- jointly and severally, firmly by these' presents. SIGNED, SEALED AND DATED this 30th day of Nov. , 19 84_ WHEREAS, the said PRINCIPAL is the, developer of a tract of land in:Spokane County known as Summerfield Fast 1st Addition and being located in Section opinion written release herein stated. NEW .YORK, NEW YORK 19CMIaoiab Road, Livingston, New Jersey 07039 • ROADWAY IMPROVEMENT BOND 35 , Township 26 North, Range 44 D- 292917 E.•W.M.,.in Spokane Washington, as OBLIGEE, in the penal sum of Thirty Seven ($ ' 37,000.00 + •) DOLLARS lawful money of the United payment of which, well and truly to,be made, the PRINCIPAL and their heirs; executors, administrators, successors and assigns, County, Washington and said County has,requiredthat a bond be furnished in an amount sufficient to pay the construction costs of installing to the approved grades, curbs, sidewalks, and /or paving of roadways adjacent tb said development and such other work as is incidental and necessary thereto all in accordance with County Road Department Specifi- cations and to the satisfaction of the County,Englneer; such, improvements to be completed in two years or less time unless said time period be extended at,the option of the County Engineer. Upon failure of the PRINCIPAL to comply with the requirements stated herein within the time authorized, the OBLIGEE shall look to the SURETY for satisfaction to the extent of this BOND. The obligation of this BOND shall be kept in full force and effect until, in the of the OBLIGEE, the requirements herein stated; have been satisfied in. which event release will be given by the OBLIGEE, the OBLIGEE having sole'right to grant such and the SURETY hereby Waives all rights to .release from the obligation except as IND -12831 • POWER OF ATTORNEY INDEMNITY I: ;URANCE COMPANY OF ' MRTH AMERICA New York, New York AU THORITY FOR K LADD KAFFLEN TO ACT AS ATTORNEY-IN -FACT STATE NOT VALID FOR BOND IN EXC Ess OF $5550.000 AND NO CENTS individually, its true and lawful agents and attorneys -in- fact. -to make, execute. seal and deliver for and on its behalf, and as its act and deed as indicated In item 1. * , IMP0RTANT'=:;: r,::;: ANY AND ALL BONDS AND IJNDERTAKInIGS NDT IN EXCESS nF FIFTY THnIJSAND OnLLARS** (550.n00.00). FXGLtJDING HnNE \ /FR FINANCIAL GUARANTEE.************************ Bonn AMDIINT,s 37,000.00 , nBLIGFF. Spokane, Co. .\MID IF NnT CfMPLETED.=:= KNOW ALL MEN BY THESE PRESENT$: That INDEMNITY INSURANCE COMPANY OF NORTH AMERICA, a corporation of the State of: New York having its Executive Offices in the City of :Philadelphia, Pennsylvania, pursuant to the following By -Law. which was adopted by the Board of Directors of said company on November 19, 1958, to wit: ARTICLE III. OFFICERS • Section 6. Resident Officers and Attomeys -In -Fact. The President, the Executive Vice- President, or any Vice - President shall have power end authority to appoint Resident Vice- Presidents. Resident Assistant Secretaries and Attorneys -In -Fact; and to authorize them to execute on behalf of the Company, bonds and undertakings, recognlzences, contracts of indemnity. and other writings obligatory In the nature thereof, and attach the seal of the Company thereto, except such seal shall not be necessary when any bond or other obligation shall be executed under a power of attorney to which the seal of the Company is attached and such power of attorney attached to such bond or other obligation. - • This Power of Attorney is signed and sealed by facsimile under and by the authority of the following resolution duly adopted by the Board of Directors of the Company on November 19, 1958: - - "Resolved, that the signature of the President. or any Executive Vice - President or any Vice - President and the seal of the Company may be affixed by facsimile on any .power of attorney, and the signature of the Secretary or an Assistant Secretary and the seal of the Company may be affixed facsimile to any certificate of any such power and any such power or certificate bearing such facsimile signature and seal shell be valid and binding on the Company Any such power so executed and sealed and certified by certificate so executed and sealed shall, with respect to any bond or undertaking to which it Is attached, continue to be valid and binding on the Company." MS POWER VODD Ulf ALTERED OR ERASED And the execution of such bonds or undenakings'in pursuance of these presents, shall be as binding upon said Company as fully and amply, to all intents and purposes, as if they had been duly executed and acknowledged by the regularly elected officers of the Company at Its Executive Offices in New York, New York. in their own proper persons. .---` IN.WITNESS WHEREOF/NREIMµ7KtNSURANCE COMPANY OF NORTH AMERICA has caused these presents to be signed by its Senior Vice-President and its corporate seal to be hereunto affixed on the dale set forth ab ef / ^i\ !AL COMMONWEALTH O \ 4511 1 1SYL. COUNTY OF PHILADELPHIA e - On the - month, day and year as set forth above, before me, a Notary Public in and for said county and state, personally came C. DANIEL DRAKE, to me known, who. being by me duly sworn did depose and say that he is a Senior Vice - President of INDEMNITY INSURANCE COMPANY OF NORTH AMERICA, the corporation described in and which executed the above instrument; that he knows the seal of the corporation; that the seal affixed to said instrument is such corporate seal: that it was so affixed pursuant to authority given by the Board of Directors of said corporation and that he signed his name thereto pursuant tolik infrwiry and acknowledges same to be the act and deed of said corporation. OTARY COMMONWEALTH OFPENNSYLVANLA COUNTY OF PHILADSLPIIIA RUeuc - 1, JAMES 5. COALE. IKAss$ ySec.S ry-,of. INDEMNITY INSURANCE COMPANY OF NORTH AMERICA, do hereby certify that Article III, Section 6, of Company By -Laws and Resolution of the Board of Direc ors as set f" ` - j ofM1{�s&�Ja�p@r of Attorney is still in force and effect. In witness whereof Lh aye hereunto subscribed my name on the date set forth above. 19C MIcrolab Road, Livingston, New Jersey 07039 ' ITEM ILA CUTED AND NOTARIZED - 1 . 1 1.3 84 v EAR 0 292917 INDEMNITY INS ANCE COMPANYY OF NORTH AMERICA ER \J . Senior Vice- President (- My Commission Expires August 22, 198 Assistant Secretary NOTE (1) A SEPARATE POWER OF ATTORNEY MUST BE ATTACHED TO EACH BOND EXECUTED. (2) POWERS OF ATTORNEY MUST NOT BE RETURNED TO ATTORNEY -IN -FACT BUT SHOULD BE RETURNED TO THE COMPANY. SPONANE COUNty COURT MOUSE Washington Trust Bank P.O. Box 2127 Spokane, WA 99210 Dear Sir: Sri a ns I Iva FLB iricriartr Or1+10E OF COUNTY ENGINEER ROBERT S. TURNER COUNTY ENGINEER SPOKANE ,Wasiann roNr 99260 November 29, 1984 RE: Summerfield East Addition Plat No. PE 1206A Please be advised that Irrevocable Letter of Credit No. 730, for roadway improvements in the above - mentioned plat, in the amount of $37,000 may be released. JS /set If you have any questions, feel free to call our office. Very truly yours, Robert S. Turner, P.E. Spokane County Engineer cc: Tupper Inc. Realtors East 12929 Sprague Spokane, WA 99216 • Jerry Sims Senior Plat Inspector R GfYµ " 0 g e ' it lr Public Works Building North 811 Jefferson Street Spokane, Washington 99260 (509) 456 -3600 II T i Washington Trust Bank Spokane County Engineering Department en West 1116 Broadway «Y f1tgineefing Spokane, Washington 99201 Gentlemen: We hereby establish our Irrevocable Letter of Credit No. 730 in your favor for the account of TUPPER, INC., East 12929 Sprague Avenue, Spokane, Washington 99216, up to the aggregate amount of ONE HUNDRED EIGHTY FIVE THOUSAND FIVE HUNDRED AND N0 /100 - -- Dollars ($185,500.00) U.S. currency, available by your draft(s) drawn and presented to Washington Trust Bank, covering assurance of completion of installation of roadway surfacing, including grading, gravel and paving, storm drainage, drainage swales, monuments, and other works as is incidental and related thereto in accordance with the drawings and specifications for Summerfield East as submitted to and approved by the Spokane County Engineering Department on July 10, 1984, by Tupper, Inc., and accompanied by the following: Written request by the Spokane County Engineering Department to Washington Trust Bank indicating non - completion of all or any of the above improvements and the amount of money required to complete such improvements. Spokane County Engineering Department will return the original Letter of Credit when the work has been satisfactorily completed. All drafts presented under the credit must contain the clause "Drawn under Washington Trust Bank Letter of Credit No. 730 ". Any and all banking charges, if any, other than those of the issuing bank, are for the account of the beneficiary. We hereby engage with the drawers and bona fide holders of drafts drawn under and in compliance with the terms of this Letter of Credit that the drafts will be duly honored upon presentation and delivery of documents, as specified, to Washington Trust Bank, P. 0. Box 2127, Spokane, Washington 99210. All drawings under this credit will be governed by the Uniform Customs & Practice for Documentary Credits (1974 Revision) International Chamber of Commerce Publication No. 290. LCD /cg Leonard C: Decker Vice President RtCtivt AUG .3 19 84 Washington Trust Financial Center IRREVOCABLE LETTER OF CREDIT N0. 730 DATE: August 23, 1984 AMOUNT: 185,500.00 Sincerely, eonard C. Decker 'Vice President P.O. Box 2127, Spokane, Washington 99210 (509) 455-3897 Washington Trust Bank P.O. Box 2127 Spokane, WA 99210 Dear Sir: Please be advised that Irrevocable Letter of Credit No. 730, for roadway improvements in the above — mentioned plat, in the amount of $185,500 may be reduced to $37,000. 'If you have any questions, feel free to call our office. Very truly yours, Robert S. Turner, P.E. Spokane County Engineer JS /set cc: SPOKANE, cOUNIr COVFrnousl. Tupper Inc. Realtors' East 12929 Sprague Spokane, WA 99216 iA..5 . i &N.1. I i I_' kid/ r WIIII COUNTY ENGINEER ROBERT S. TURNER COUNTY ENGINEER Svcina. \HE; , %%t%,4liazi Yl`l►\ 99260 November 20, 1984 RE: Summerfield East Addition Plat No. PE 1206A Jerry Sims ' Senior Plat Inspector. Public Works Building North 811 Jefferson Street Spokane. Washington 99260 (509) 456 -3600 fo Dear Sir: 1S'r i) ! ` e i $ �B� SAO . 522 • O FFIC E OF COUNTY ENGINEER ROBERT S. TURNER COUNTY ENGINEER SPona ,WAnnax(YroN 99260 - �w`:e 2/, /98f Very truly yours, Robert S. Turner, P.E. Spokane County Engineer By 9,Alt Subdivision Name: Ye...../21.4.1e.17 424 te PE /2-06 One of the requirements set forth by the Spokane County Planning sion in connection with the above — titled plat involves the filing with this office of.a Street Improvement Bond. A preliminary inspection of the plat has been made by this office and the amount of the Street Improvement Bond.found to be: A Street Improvement Bond in the above'amount must be filed with Chi's office prior to approval of the final plat. The •bond'will be released only`' upon satisfactory completion of the required street improvement. Please' contact this office when work on the improvement is.ready:.for inspection, or if you desire additional information or advice concerning the work'.'." Public Works Building North 811 Jefferson Street Spokane, Washington 99260 (509) 456 -3600 1 f PREPARED BY JS DATE PREPARED 6/21/84 BOND AMOUNT FOR EAST FIRST ITEMS UNITS QUANTITY PRICE AMOUNT DRYWELL TYPE A EA, 2"0 870.00 1,740.00 DRYWELL TYPE B EA. 12.0 1,180"00 14,160.00 GRATE TYPE 3 EA. 14.0 240.00 3,360.00 BACKFQ-L FOR DRYWELL. C.Y. 527^2 8.25 4,349.40 C.M. PIPE 10" DIA. L.F. 166.0 10.00 1,660.00 DITCH EXCAVATION C.Y. 996.3 7.00 6,974,10 SOD S.F. 53,799.0 .12 6,455.88 MONUMENTS EA. 16.0 130.00 2,080.00 STREET SIGNS. EA. 6.0 75.00 450.00 ROAD NAME ALL STREETS SECTION # 1 WIDTH 40 ROUGH GRADE C.Y. 2,955.8 7,00 20,690,60 TOP COURSE C.Y. 1,477.9 11.50 16,993"85 ASPHALT CONCRETE • TONS 1,514.8 35.80 54,229:.84 CURB TYPE A L.F. 5,917^9 4.00 23,671.60 SIDEWALK SQYD 1,825.3 13.00 23,728^90 TOTAL = 180,546.17 CONTINGENCY ( 07.) = 0.00 GRAND TOTAL = 180,546"17 pm's, 0 d 19) Rough Grade. CY / el --- 20) tase.CourSe CY ,...0 '21) Top Course CY .11 ;t 22) Asphalt Concrete Tons •Curb Type A ' LF . , ' 24) Curb TOG B LF Cdi Type R LF 2&. Sidewalk SQYD , : :Road INIene - , SOd0On' # Width -.., 19). HRoitigh Grade CY ..., 20? BaseCours. CY 711/ :fociCourse CY 22): PisphaltSConcrete Tons ' 23) Curb Type A. LF • '24) Corb;Type B LF ,...Th 25) Cdrb Type R LF '226/ ,SiCiewalk SUYD Road Name SactfOn tt . . - .I. .V.:. .19) jRough Grade CY ,',- Base Cburse CY 21) ToO.Course CY : 22).Aiphait Concrete, Tons -23) ,ddrb Type A LF 24) tunb,Type B • LF t) Cur'b'Type R LF 20) 'Sidewalk SOY[) l.- . , . ITEM # STD ROAD ITEMS UNITS OUANTITY PRICE COST 16) Monuments EA I, 0 17) Barricate EA 18) Street Signs EA b ' 4 /5 Road Name Section # Width NON STANDARD ROAD ITEMS 2) Contingency in ".4 c BOND EST PROJECT J(JA1)P7Pri J / 1.( y/ NAME (71 /st /9dd Item # DrcinageItens 1) Drywell - Type A 2) Drywall -- Type D 3) Grate -- Type 1 4) Grate - Type 2 5) Grate - Type 6) Backfill for DW 7) Concrete Inlet ' 8) C.M. pipe 10" dia. 9) C.M. pipe 10) C.M. pipe 15" dia. 11) C.M. pipe 18" dia. 12) Precast Manhole 13) Solid Lid 14) Ditch Excavation Ie1X S "31 °I.�' 15) Sod . NON STANDARD DRAINAGE - ITEMS 1) 2) 3) 4) Std Page Dwl 1) 2) ,) 4) 5) 6) 7) Ddl Dwl 12" dia. Dwl Conc 13KF Inlet 0 1)4,4_ rev sxua' -/d-0 exgo_ 8cb = L10 6 6"u =9 Sa-),;;L_ Units FO RM / Wilk WI DATE 6 -- �/ EA EA EA EA EA CY EA LF LF LF LF EA EA )aKIx53 SF l 10 Dia F'i pe 63 Sat S3� It c Rt `t L 3 a3,,79g.g a�sy 4 ds- 670. to 67 0 .E 9- l a- /66 5 ct Price Cost //to Dia Pipe Pipe 7 LoJEAL L�mmi- Fr . 0F • smkg S o 0 Ex Dia / 5 . J (7 67 0- '3 )38ig Icr aia O� re s 3 6 . 3 R 9 . fl / L/ 'MEET QUANTITIES ROJECT NO.- 1206A DESIGNER- JS PROJECT DESCRIPTION- PLAT BOND STREET # 1 NAME- WELLESLEY AVE LENGTH- ITEM SURFACE AREA- ROADWAY EXCAVATION CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE ASPHALT CONCRETE CURB EXISTING' STREET # 2 NAME- BURNS ROAD LENGTH- ITEM STREET # 3 NAME- BROAD AVE LENGTH- ITEM SURFACE AREA- pnunuuv pvruouTrnm 275 FT. MEASUREMENT 3034.70 S.F. .67 FT" "33 FT. 0.00 FT. .17 FT. 274.95 FT. 1240 FT. PROPOSED DATE- 6/21/34 WIDTH- RFT, ' QUANTITY 74.9 C^Y 37.5 C^Y 0.0 C.Y. 38.4 TOM WIDTH- 40FT MEASUREMENT . QUANTITY SURFACE AREA- 54804.99 S.F. ROADWAY EXCAVATION .67 FT. 1353.2 C.Y CRUSHED SURFACING TOP COURSE .33 FT. 676"6 C.Y CRUSHED SURFACING BASE COURSE 0.00 FT, 0.0 C.V. ASPHALT CONCRETE .17 FT. 693.5 TOM CURB EXISTING 0.00 FT. PROPOSED ' �'��`^ - ��'�� G3 FT. MEASUREMENT 2971,80 S.F. f.7 FT WIDTH- 36FT. QUANTITY 7:7'4 L'Y CRUSHED SURFACING TOP COURSE .33 FT. 36.7 C.V. CRUSHED SURFACING BASE COURSE 0.00 FT. 0.0 C.Y ASPHALT CONCRETE .17 FT` 37.6 TOM CURB • EXISTING 0.00 FT. PROPOSED 165.1 FT. STREET # 4 . NAME- SUMMERFIELD CT LENGTH- 295 FT" ITEM MEASUREMENT SURFACE AREA- 15444.22 S.F. ROADWAY EXCAVATION "67 FT. CRUSHED SURFACING TOP COURSE .33 FT. CRUSHED SURFACING BASE COURSE 0.00 FT. ASPHALT CONCRETE .17 FT. CURB EXISTING 0.00 FT. STREET # 5 NAME- WABASH CT LENGTH- 295 FT. ITEM MEASUREMENT SURFACE AREA- 15444.22 S.F. ROADWAY EXCAVATION .67 FT. 381.3 C.V. CRUSHED SURFACING TOP COURSE .33 FT. 190.7 C.Y. CRUSHED SURFACING BASE COURSE 0.00 FT. 0.0 C.Y. ASPHALT CONCRETE .17 FT. 195.4 TOM CURB EXISTING 0.00 FT. PROPOSED 748.7 FT. ---------^-----`----------'~---'----------------------------------^^'--------- STREET# 6 NAME- OLYMPIC AVE STUB ITEM SURFACE AREA- . ROADWAY EXCAVATION CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE ASPHALT CONCRETE CURB EXISTING ITEM SURFACE AREA- x. ROADWAY EXCAVATION . ,CRUSHED SURFACING TOP UOURSE rm/rurn 61166ur7mm nu66 mimes: LENGTH- 94 FT. MEASUREMENT 3381"48 S.F . 67 FT. .33 FT. - O,00 FT. . 17 FT. 0.00 FT. STREET # 7 NAME- OLYMPIC AVE LENGTH- • 684 FT. MEASUREMENT 24627.24 S.F. "67 FT. . 33 FT. " o oo PT WIDTH- 36FL QUANTITY 381.3 C.Y 190.7 C.Y, 0.0 C.Y, 195.4 TOM PROPOSED 748.9 FT. WIDTH' 36FT. QUANTITY WIDTH- 36FT. QUANTITY 83.5 C.Y, 41.7 C"Y, 0.0 C.V. 42.8 TOM PROPOSED 187.9 FT. WIDTH- 36FT 8 UHNTITY 608.1 C.Y. 304.0 C.Y. -ASPHALT CONCRETE CURB EXISTING 0.00 FT. PROPOSED 1368.2 FT. r TOTALS .17 FT. 311.6 TOM ROADWAY EXCAVATION 2955.8 C.Y. CRUSHED SURFACING TOP COURSE 1477.9 C.Y. CRUSHED SURFACING BASE COURSE 0.0 C.Y. ASPHALT CONCRETE 1514.8 TONS CURB 5917.9 FT. ============================================================================== 5 ;dew en 56: S 1,7C, 5-9. -Lac /5=13-0Pr-g-gi L ,8 • I do 4 " 7 . 3 5 i s 2S•33 0a /d' .44S9 an% ,B C� cE:to /,2.0 FiY 7 07 ln/7 iYGv iV79 /5' INDEMNIFICATION AGREEMENT WHEREAS, the Summerfield East First Addition Plan, sponsored by Ken Tupper has not yet been approved and the provisions of RCW Chapter 58.19 have not yet been complied with in regard to the plat; and WHEREAS, Ken Tupper has requested building permits be. issued for concrete work on Lots 1 through 8, Block 5 and Lots 1 through 7, Block 6 of Summerfield East First Addition in order to commence construction and thereby ensure HUD funding will be available; and WHEREAS, Jim Manson, Director of the Spokane County Building and Safety Department has determined that pursuant to RCW 58.17.210 the public interest will not be adversely affected II issuance of the building permits under certain terms and conditions; NOW, THEREFORE, BE IT AGREED that the Spokane County Building and Safety Department will issue building permits for Lots 1 through 8, Block 5 and Lots 1 through 7, Block 6, of Summerfield East First Addition, for concrete work only, in accordance with Spokane County Code Section 3.04.100 on the condition that: (1) The permits are approved by all County.depart- ments reviewing them; and (2) No work beyond that allowed by the permit shall be undertaken; and (3) Ken Tupper agrees that he, his successors and assigns at all times shall indemnify and save harmless the County, its successors and assigns, against any and all claims, suits, actions, debts, damages, costs, charges, and expenses including court costs and attorneys' fees, and against all liability, losses and damages of any.nature whatst»"er, that the County shall or may at any time sustain or be put: to by reason of the issuing of building permits set forth above prior to the Summerfield East First Addition Plat being approved; and (4) Ken Tupper shall waive all claims against Spokane County and not bring any action, legal or equitable, against Spokane County arising out of the issuance of building permits set forth above or in the event the Summerfield East First Addition plat is not approved for reason whatsoever. (5) Ken Tupper agrees that at the option of Spokane County Ken Tupper shall defend at his own expense any claims brought against Spokane County with respect to the subject of this agreement, whether such claims or actions are rightfully or wrongfully brought or filed. Ken Tupper states that he has carefully read this agreement, knows. and accepts the terms and conditions placed on the building permits herein and that he has signed this agreement as his own free act and deed. BU DING AND SAFETY DEPARTMENT J mes Manson, Director STATE OF WASHINGTON ) ss COUNTY OF SPOKANE ) -2- Ken Tupper, - On this day personally appeared before me Ken Tupper to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that he signed the same as his free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal this 31Yday of Ntnceer+ , 1984. a=? ('e»— NOtary.PUblic innartd for the State of.Washington, residing at Spokane • HECK P RI AT rN c••u..Eo • FWM: PL AT ►N out PLAT :Lo5u@.c q- ° 6/ LOAD MAKE :I Kec-K °,e_ Go V ADTACEti4T Ate.A 6 it Ti e J2Por* f PLAT A/ /64E PLAT wtt CNEcK P t1NT ►N crauso 4 ihacnd w'id a�ro2t . F%Nkt- , DRA�WIntGS ►N our .._ .__. ORAtKAGE EKG WEEP- KC PEcTtp4 EMGIKtE B► PeyeLoPER , go !.P 4aR3) RR A114 AGE .8oND .COV MTY Et44:t, 51GNE'D PLAT TO PLA 4 K %KG ' M6MU MEat Bo Mb c5u fl1 mer / , ' c- (of Pirsf • 0 / (E FROM ANGLE DIST NORTH EAST TO _________ AUTO INV PLAT BDRY ***** START 5 INV N 0 03 20.0 E 6 INV N 5 33 06"0 E 7 INV 8 INV 9 INV 10 INV 11 INV 12 INV 13 INV 14 INV 15 INV 16 INV 17 INV 18 INV 19 INV 20 INV 21 INV 22 INV 23 INV 24 INV 25 INV 26 INV 27 INV 28 INV 29 INV 30 INV --- N 5 33 06,0 E N 0 03 20.0 E S 89 56 40,0 E N 0 25 19.0 E N 89 56 40.0 W N 0 03 20"0 E N 32 37 45.0 W N 32 37 45.0 W N 0 03 20.0 E N 89 56 40.0 W N 13 55 30.0 W 8 74 28 06.0 W N 65 27 23,0 W N 65 27 23.0 W S 79 35 56.0 W N 90 00 00.0 W S 23 53 53.0 W S 12 01 08.0 E S 12 01 08,0 E 3 18 34 40.0 W S 0 00 00.0 E S 90 00 00.0 E S 0 00 00^0 W S 89 56 40.0 E 140.0000 25.1150 25.1150 130.0000 342.6700 569.0100 375.0900 120.0000 29.7030 29.7050 120.0000 36,4300 75,1900 120"0000 38.4300 37.1300 125.3900 469.1000 130.4500 26.6800 25.8800 146.8700 6.1000 700.0000 903.4200 274. 9800 LAT & DEP -0^00856 32 HCLO3E S 33 37 23.7 W 0.0103 1029.39402 PRFC=1 TO 487420 727054,27ft 16 1029.39402 1624.97880 5 1169.39395 1625.11454 6 1194.39115 1627,54425 7 1219.38834 1629.97396 8 1349.38828 1630"10001 9 1349,05602 1972,76985 10 1909.05083 1976.89391 11 1909.41453 1601.80408 12 2029^41447 1601'92044 13 2054.43137 1585.90351 14 2079.44827 1569.88659 15 2199.44821 1570^00275 16 2199.48354 1533.57296 17 2272.46382 1515,47837 18 2240,33131 1399^86046 19 2256.29458 1364,90279 20 2271.71786 1331.12766 21 2217^08017 1207.79807 22 2249.09017 738.69807 23 2129.81395 685.85139 24 2103"71880 691.40708 25 2078.40612 696,79618 26 1939.18921 650"90462 27 1733.08721 650.00462 28 1933.03921 1350.00462 29 1029.66921 1350"00462 30 1029.40258 1624.98449 32 ======_-`- _____ -0.00570 1624.97880 5 FROM AUTO INV SUMMERFIELD EAST FIRST PLAT 9DRY ***** START 2 INV S 89 56 40.0 E 3 INV S 89 56 40^0 E 4 INV 5 INV 6 INV ■ 7 INV 8 IN; 9 INV 10 INV 11 INV 12 INV 13 INV 14 INV 15 . 16 17 18 19 20 � NV � NV � NV � NV � NV 21 lNV 22 INV 23 INV 24 INV 25 INV 26 INV 27 INV 28 INV 29 INV 30 INV ANGLE DIST N 00320.0F N 0 03 20^0 E N 5 33 06.0 E N 5 33 06.0 E N 0 03 20.0 E S 89 56 40^0 E N 0 25 19.0 E N 89 56 40.0 W N 0 03 20.0 E N 32 37 45.0 W N 32 37 45,0 W N 0 03 20.0 E N R9'56 40.0 W N 13 55 30.0 W S 74 28 06.0 W N 65 27 23.0 W N 65 27 23.0 W 3 79 35 56.0 W N 90 00 00.0 W S 23 53 53.0 W S 12 01 08.9 E S 12 01 08.0 E S 18 34 40"0 N S 0 00 00.0 E S 90 00 00.0 E S 0 00 00.0 W S 0 00 00.0 W LAT & DEP -0.00858 31 HCLOSF S 29 08 42.1 W 0,0098 999.66063 PREC=1 TO 516453 735395.42ft 16.8803ac 155,0000 119.9500 30.0000 110.0000 25.1150 25"1150 l30^0000 342.6700 560.0100 775.0900 120.0000 29.7050 29^7050 1200000 � 36.4300 75.1900 120.0000 38.4300 37.1300 125.3900 469.1000 130"4500 26.6800 25.8.800 146.8700 6.1000 700.0000 903.4200 30.0000 NORTH EAST TO 999.66063' 1349.99984 999.51034 1504.99976 3 999"39403 1624.94971 4 1029.39402 1624,77880 5 1169.39395 1625.11454 6 1194.39115 1627.54425 7 1219.38834 1629.97396 8 1349.38828 1630.10001 9 1349"05602 1972"76985 10 1909.05083 1976.89391 11 1909"41453 1601.80408 12 2029.41447 1601.92044 13 2054.43137 1585.90351 14 2079.44827 1569.88657 15 2199.44821 1570^00295 16 2199.48354 1533.57296 17 2272.46382 1,515"47937 18 2240.33131 1399.86046 19 2256.29458 1364.90279 20 2271.71786 1331.12766 21 2249.08017 1207.79807 22 2249,08017 738"69807 23 2129.81395 685,85139 2103"71880 691"40708 2078.40612 696"79618 1939.19921 650.00462 1933.08921 650,00462 1933.08921 1350.00462 1029.66921 1350.00462 799.66921 1350.00462 24 25 26 ` 27 28 29 30 31 -0,0047n 1349^99984 2 FROM ANGLE DIST NORTH FAST TO G7 SL ***** START 1029.39402 1624.97880 5 5 INV N 0 03 20.0 E 140.0000 1169"39395 1625.11454 6 2*1 6 TRAV N 89 56 40.0 W 70.1000 1169.46192 1555.01958 83 RADIAL N 0 03 20,0 E DELTA 90 03 20"0 LT RAD 20.0000 . TAN 20.0194 L-ARC 31.4353 RADIAL N 90 00 00.0 W RP 1149.46193 1554.99518 84 83 CHORD S 45 01 40.0 W 28.2980 1149.46193 1534.99518 ' 85 TAN@PT 8 0 00 00.0 W 85 TRAY 8 0 00 00.0 W 100.0000 1049.46193 1534.99518 86 RADIAL N 90 00 00.0 W DELTA 89 56 40.0 LT RAD 20^0000 TAN 19"9906 L-ARC 31.3965 RADIAL S 0 03 20.0 W RP 1049.46193 1554,99518 . 87 86 CHORD S 44 58 20.0 E 28.2706 1029.46194 1554.97579 88 TAN@PT 8 89 56 40.0 E 1*2 88 TRAV 8 89 56 40.0 E 70.0000 1029.39407 1624.97576 89 = ___ ---- ______===== LAT & DEP -0"00005 • 0^00304 89 HCLOSE S 99 03 27.4 E 0.0030 1029^39402 1624"97880 5 PREC=1 TO 145815 12435.53ft 0.2855ac WORK FILE: PE1206A FROM ANGLE DIST NORTH EAST TO 89 SL ,***** START 2240.33131 1399,86046 19 19 INV N 74 28 06.0 E 120.0000 2272.46382 1515^47837 18 18 INV q 13 55 30.0 F 75.19O0 2199.48354 1533.57296 17 17 INV S 89 56 40.0 E 36.4300 2199.44821 1570.00295 16 16 INV S 0 03 20,0 W 120^0000 2079.44327 1569,88659 15 15 TRAY N 89 56 40.0 W 85.6500 2079.53132 1484.23663 124 RADIAL S 0 03 20"0 W DELTA 64 14 12^0 RT RAD 20,0000 TAN 12.5549 L-ARC 22,4228 RADIAL S 64 17 32.0 W RP 2099.53131 1484.25602 125 124 CHORD N 57 49 34"0 W 21.2668 2090.85568 1466.23566 126 TANIPPT N 25 42 28.0 W RADIAL N 64 17 32.0 E DELTA • 3 47 32.0 LT RAD 694,7000 TAN 22,9984 L-ARC 45",9799 RADIAL N 60 30 00"0 E RP '1789.50774 840"29836 127 126 CHORD N 27 36 14"0 W 45.9716' 2131.59439 1444,93446 128 TAN@FT N 29 30 00.0 W RADIAL S 60 30 00.0 W DELTA 13 58 06:0 RT RAD 494.0100 TAN 59.2932 L-ARC 117.9984 RADIAL S 74 28 06.0 W RP 2369.93232 1866.19532 129 128 CHORD N 22 30 57.0 W ` 117.7064 2240.32851 1399.86010 130 TAN@PT N 15 31 54.0 W ---------------~-^----'- LAT & DEP 0.00280 0.00036 130 HCLOSE N 7 16 29,7 E 0.0028 2240.33131 1399.86046 19 PREC=1 TO 221177 Cf2385�- 0.5139ac FROM ANGLE DIST NORTH EAST TO AUTO INV 88 SL ***** START 1219.38834 1629"97396 8 8 INV N 0 03 20,0 E 130.0000 1349.38828 1630,10001 9 9 INV S 89 56 40.0 E 342.6700 1349.05602 1972"76785 10 1() INV N 0 25 19.0 E 560.0100 1909.05083 1976.89391 11 11 INV N 89 56 40"0 W 375"0900 1707.41453 1601^80408 12 12 INV N 0 03 20.0 E 120.0000 2029,41447 1601.92044 13 13 INV N 89 56 40.0 W 81.6000 2029,49359 1520.32048 30. INV CURVE ' RADIAL N 0 03 20.0 E DELTA 107 58 57.0 LT RAD 20.0000 TAN 27"5188 L-ARC 37.6930 RADIAL S 72 04 23.0 W • RP 2009:49360 1520.30108 91 90 CHORD S 36 03 51.5 W 32.7571 2003.33752 1501.27209 72 TAN@FT 17 55 37.0 E INV CURVE RADIAL N 72 04 23.0 E DELTA 15 55 34.0 RT RAD 694"7000 TAN 97"1770 L-ARC 197.1009' RADIAL N 87 59 57.0 E RP 1789.50602 840"29994 93 92 CHORD S 9 57 50.0 E 192.4799 1813.76080 1531^57640 94 TAN@PT S 2 00 03"0 E INV CURVE RADIAL S 87 59 57.0 W ` DELTA 87 56 37"0 LT RAD 20.0000 TAN 17^2748 L-ARC 30.6981 RADIAL S 0 03 20"0.W RP 1814~45908 1554.56120 95 94 CHORD S 45 58 21.5 E 27.7722 1794.45909 1554.54481 96 TAN@PT S 89 56 40.0 E � 96 INV S 89 56 40.0 E 231"8600 1794`23427 1786.40470 97 INV CURVE RADIAL S 0 03 20.0 W DELTA 49 59 41.0 LT RAD 20.0000 TAN 9.3250 L-ARC 17'4515 RADIAL S 49 56 21^0 E RP 1814.23426 1786.42409 98 97 CHORD N 65 03 29.5 E 16.9031 1801.36225 1801.73132 99 TAN@PT N 40 03 39.0 E . INV CURVE RADIAL N 49 56 21.0 W °,." , ^, .,, .., RAD 50.0000 TAN 41.9628 L-ARC 244.3369 RADIAL S 50 03 01.0 W RP 1769.18222 1839.99940 100 99 CHORD S 0 03 20.0 W 64.2858 1737.07646 1801,66899 101 TAN@PT N 39 56 59.0 W RADIAL N 50 03 01.0 E DELTA 49 59 41.0 LT RAD 20.0000 TAN 9.3250 L-ARC 17.4515 RADIAL N 0 03 20.0 E RP 1724.23416 1786"33693 . 102 101 CHORD N 64 56 49.5 W 16.9031 1744.23415 1786"35622 103 . TAN@PT N 89 56 40.0 W 103 TRAV N 89 56 40.0 W 231.3400 1744^45847 1555,01633 104 RADIAL N 0 03 20.0 E DELTA 90 03 20.0 LT RAD 20.0000 TAN .20,0194 L-ARC 31^4353 RADIAL N 90 00 00.0 W RP 1724.45847 1554.99694 105 104 CHORD R 45 01 40.0 W 29.2980 1724.45847 1534^99694 106 TAN@PT S 0 00 00.0 W 106 TRAV S 0 00 00,0 W 190.0000 1534.45847 1534"99694 107 • RADIAL N 90 00 00.0 W DELTA 89 56 49.0 LT RAD 20.0000 • TAN 19.9806 L-ARC 31^3965 RADIAL S 0 03 20"0 W RP 1534.45847 1554.99694 108 107 CHORD S 44 58 20.0 E 28.2706 1514.45848 1554.97754 109 TAN@PT S 89 56 40.0 E 109 TRAV S 89 56 40.0 E 231.4300 1514^23408 1786.40743 110 RADIAL 8 0 03 20.0 W DELTA 49 59 41.0 LT RAD 20.0000 TAN 9.3250 L-ARC 17.4515 RADIAL 8 49 56 21"0 E RP 1534"23407 1786,42683 111 110 CHORD' N 65 03 29^5 E 16"9031 1521.36206 1801.73406 112 TAN@PT N 40 03 39.0 E RADIAL N 49 56 21.0 W DELTA 279 59 22^0 RT RAD .50,0000 TAN 41.9628 L-ARC 244.3369 RADIAL S 50 03 01.0 W RP 1489^18207 1840^00213 113 112 CHORD. S 0 03 20.0 W 64.2858 1457"07628 1801.67172 114 TAN@PT N 39 56 59.0 W 114 SSINV N 50 02 35.5 E 49.9975 1489.18517 1839^99624 44 RADIAL N 50 03 01.0 E DELTA 49 59 41.0 LT RAD 20.0000 TAN 9,3250 L-ARC 17.4515 RADIAL N 0 03 20.0 E RP '1444.23397 1786^33956 115 114 CHORD N 64 56 49.5 W 16.9031 1464.23376 1786"35895 116 TAN@PT N 89 56 40.0 W 3/u /nnv ^,o`^`Ju~u ^`, RADIAL N 0 03 20.0 E DELTA 90 03 20.0 LT RAD 20.0000 TAN 20"0194 L-ARC 31.4353 RADIAL N 90 00 00.0 W RP 1444.45829 1554.99967 118 117 CHORD S 45 '01 40.0 W 28.2980 1444.45829 1534"99967 119 T8N@PT S 0 00 00.0 W 119 TRAV S 0 00 00^0 W 205"0000 1239.45829 1534.99967 120 • RADIAL N 90 00 00 W DELTA 89 56 4()"0 LT RAD 20.0000 TAN 19.9906 L-ARC 31.3965 RADIAL S 0 03 20.0 W RP 1239^45929 1554.99967 121 12() CHORD S 44 58 20.0 E 28"2706 1219.45830 1554.98028 122 TAN@PT S 89 56 40.0 E 122 TRAV S 89 56 40.0 E 75"0000 1219.38557 1629"98()24 123 ..... -------- ..... -------- LAT & DEP 0.0077 -0.00628 123 HCLOSE N 66 13 05.1 W 0.0069 1219,38834 1629.97396 8 PREC=1 TO 575615 74ft 5.2336ac FROM ANGLE DIST NORTH EAST TO === 27 INV • S 0 00 60.0 E 28 INV S 90 00 00.0 E 29 INV S 0 00 00.0 W 1*2 30 TRAV S 39 56 40.0 E RADIAL 8 0 03 20.0 W DELTA 90 03 20.0 LT RAD 20.0000 TAN 20.0194 L-ARC 31.4353 RADIAL S 90 00 00.0 E RP 69 CHORD N 45 01 40.0 E 7AN@PT N 0 00 00.0 E 71 TRAV N 0 00 00"0 E RADIAL S 90 00 00.0 E • DELTA 28 51 40"0 LT RAD 634.7000 TAN 163.3241 L-ARC 319.7120 RADIAL N'61 08 20.0 E RP 72 CHORD N 14 25 50.0 W TANmPT N 28 51 40.0 W RADIAL N 61 08 20.0 E DELTA 82 50 43.0 LT RAD' 20.0000 TAN 17,6464 L-ARC 28.9185 RADIAL N 21 42 23.0 W RP 74 CHORD N 70 17 01.5 W TANIPFT 8 62 17 37.0 W RADIAL S 21 42 23.0 E DELTA 21 42 23.0 RT RAD 658^8600 TAN 126.3183 L-ARC 249"6078 RADIAL S 0 00 00"0 W RP 76 CHORD S 79 08 48.5 W TAN@PT N 90 00 00^0 W 78 TRAV N 90 00 00,0 W RADIAL S 0 00 00.0 W _ DELTA- 18, 34 40.0 RT RAD 335.5100 TAN 54.8751 L-ARC 108.7869 RADIAL S 18 34 40.0 W ' RP 79 CHORD N 80 42 40.0 W TANmPT N 71 25 20.0 W 81 TRAV S 18 34 40.0 W AUTO INV 86 SL ***** START . . 1939"18921 650.00462 6.1000 1733^08921 650.00462 28 700.0000 1933,08921 1350.00462 29 903.4200 1029,66921 1350"00462 30 104.9800 1029.56742 1454.98457 69 1049,56741 1455.00396 70 . 28^2980 1049.56741 1475.00396 71 739.9500 1789.51741 1475.00396 72 1789.51741 840.30396 73 316'.3426 2095.87952 1396,16937 74 2086,22576 1378.65352 75 26.4643 2104.80759 . 1371^25651 76 2716.94870 1127.57690 77 248"1177 2058,08870 1127.57690 .78 324.8500 2058,08870 802.72690 7? '. _ 1O8"3110 2393.59870 2075"57144 27 802.72690 80 695,83621 81 143.8700 1939,19821 650.00012 82 LAT & DEP -0"00900 0.00420 82 HCLOSE S 25 00 46"4 E 0.0099 1939^18921 650"00462 27 PREC=1 TO 368505 214288.25ft 4.9194ac FROM ANGLE DIST NORTH EAST TO AUTO INV 85 SL ***** START 2271.71786 1331,12766 21 21 INV S 79 35 56.0 W 125.3900 2249.08017 1207.79807 22 22 INV N 90 00 00^0 W 469.1000 2249.08017 738.69807 23 23 INV S 23 53 53^0 N 127.4500 2132.55675 687.06673 68 INV CURVE RADIAL S 23 53 53.0 W DELTA 23 53 530 LT � RAD 285.5100 TAN 60.4216 L-ARC 119.0862 RADIAL S 0 00 90.0 W RP 2393"58932 802.72784 59 68 CHORD S 78 03 03.5 E 118.2248 2108.07932 802.72984 60 TAN@PT S 90 00 00.0 E 60 INV S 90 00 00.0 E 324,8500 2108.97932 1127.57984 61 INV CURVE RADIAL S 0 00 00.0 W DELTA 21 07 01.0 LT RAD 608^8600 TAN 113^4884 L-ARC 224.4016 RADIAL S 21 07 01,0 E RP 2716^93932 1127.57984 62 61 CHORD N 79 26 29.5 E 223"1336 2148.96608 1346.93548 63 TAN@PT N 68 52 59.0 E ' INV CURVE RADIAL S 21 07 01.0 E DELTA 89 54 12.0 LT RAD 20.0000 TAN 19.9663 L-ARC 31.3822 RADIAL N 68 58 47.0 E RP 2167.62302 1339.73002 64 63 CHORD N 23 55 53.0 E 28.2604 2174"79699 1358"37910 65 TAN@PT N 21 01 13.0 W INV CURVE RADIAL S 68 58 47.0 W DELTA 10 37 09.0 RT RAD 544.0100 TAN 50.5581 L-ARC 100^8265 RADIAL S 79 35 56.0 W RP 2369.93247 1866.20715 66 65 CHORD N 15 42 38.5 W 100.6823 2271.71787 1331^13634 67 TAN@PT N 10 24 04.0 W LAT & DEP -0.00001 -0.00869 67 HCLOSE S 89 54 07.0 W 0.0087 • 2271.71786 1331.12766 21 FREC=1 TO 175246 87807^61ft 2,0158ac FROM ANGLE DIST NORTH EAST TO _____________= =________ __________'____ AUTO INV OLYMPIC AVE CL WEST ***** START 2103.71880 691.40708 25 INV CURVE RADIAL. G 21 00 33.0 W DELTA 21 00 33^0 LT RAD 310.5100 TAN 57.5753 L-ARC 113^8575 RADIAL S 0 00 00"0 W RP 2393.58705 802.73029 54 25 CHORD S 79 29 43.5 E 113.2208 2083"07705 802.73029 55 TAMIPPT S 90 00 00^0 E 55 INV S 90 00 00.0 E 324.8500 2083.07705 1127"58029 56 INV CURVE RADIAL S 0 00 00.0 W DELTA 25 47 48.0 LT RAD ' 633.8600 TAN 145.1539 L-ARC 285.3871 RADIAL S 25 47 48.0 E RP ` 2716^93705 1127.58029 57 56 CHORD N 77 06 06.0 E 282.9827 2146.24495 1403.42267 58 TAN@PT N 64 12 12.0 E LAT & DEP . 0.00341 -0.01518 58 HCLOSE N 77 20 56.6 W 0.0156 2146.24835 1403.40749 34 PREC=1 TO 46528 NO AREA FROM ANGLE • DIST NORTH EAST TO =======-===- _____= = _=== CL OLYMPIC AVE EAST ***** START . 2954.56441 1449.86365 38 1*2 38 TRAV S 89 56 40.0 E 136,0400 2054.43250 1585.90359 47 ' = ______��== LAT & DEP -0.00113 -0.00008 47 HCLOSE 8 3 53 32.2 W 0.0011 2054.43137 1585.90351 14 PREC=1 TO 119990 NO AREA FROM ANGLE DIST NORTH EAST TO ========================================================================== BROAD AVE CL ***** START 1194.50999 1504.99639 45 1*2 45 TRAV S 89 56 40,0 E 122"5500 1194^39117 1627^54634 48 ----^---------------------------------- LAT & DEP -0.00002 -0^00208 48 HCLOSE S 89 27 06.1 W 0.0021 1194.39115 1627,54425 7 PREC=1 TD,58785 NO AREA FROM ANGLE DIST NORTH EAST • TO 8Z/BRG CORR --------- WABASH CT CL ***** START 1767.50799 1504.99639 41 . 1*2 41 TRAV 8 89 56 10.0 E 335.0000 1769.18517 1839^99624 49 49 TRAV N 36 04 00^0 E 173"0700 1909.08328 1941"88709 50 . 12*11 ` 50 TRAV S 89 56 40.0 E 35.0000 1909.04934 1776^88706 51 ---- -------------------------- ^--------------- LAT & DEP 51 HCLOSE N 77 43 1G,1 E PREC=1 TO 77527 0^0070 NO AREA 0.00149 1909"05093 0^00684 1976.89391 FROM ANGLE DIST NORTH EAST TO 11 SUMMERFIELD CT CL ***** START 1489,18517 11839.99624 44 44 TRAV S 35 27 22.0 E 121.9900 1389.81698 1910.76009 52 9*10 52 TRAV` 8 89 56 40.() E 33.0000 1389.78498 1943,76008 53 ------ _____`__-_===_=_=====_____- LAT & DEP -40.72897 29,00977 53 HCLOSE Si 35 27 39.2 E 50"0042 1349.05602 1772.76985 10 PREC=1 TO 3 NO AREA ( FROM ANGLE DIST NORTH EAST TO 1487.18517 1839.99624 44 44 CORP S 35 27 22.0 E . 171.9900 1349.08878 1939.76405 5 1349.05698 1972.764()4 53 =========================================================================. LAT & DEP . -0^00096 0,00581 53 HCLOSE 8 80 36 24.0 E 0.0059 1749"05602 1972"76985 10 . PREC=1 TO 26302 NO AREA _______________________________ LAT & DEP 46 HCLOSE N 84 09 57.6 E PREC=1 TO 399177 0.0034 NO AREA FROM ANGLE DIST NORTH EAST TO =========-==.===============:=============================_================= AUTO INV BURNS ROAD CL ***** START INV CURVE RADIAL S 77 13 38.0 W DELTA 13 01 26.0 LT RAD 514.0100 TAN 58.6726 L-ARC 116.0395 RADIAL S 64 12 12.0 W RP 20 CHORD 9 19 17 05.0 E TAN@PT 9 25 47 48.0 E INV CURVE RADIAL q 64 12 12.0 W DELTA 3 42 12.0 LT RAD 514.0100 TAN 16^6174 L-ARC 33.2232 RADIAL S 6;0 30 00"0 W RP 34 CHORD S 27 38 54.0 E TAN@PT S 27 30 00.0 E INV CURVE RADIAL N 60 30 00.0 E • DELTA 5 59 58"0 RT RAD , 664.7000 TAN 34"8322 L-ARC 69.6008 RADIAL N 66 29 56.0 E RP 36 CHORD 9 26 30 01.0 E TAN@PT S 23 30 02.0 E INV CURVE RADIAL N 66 29 58.0 E DELTA 23 30 02.0 RT RAD 664.7000 TAN 138.2612 L-ARC 272.6347 RADIAL N 90 00 00"0 E RP 38 CHORD S 11 45 01,0 E TANIPPT S 0 00 00.0 W 40 INV S 0 00 00.0 W 41 INV 9 0 00 00.0 W 43 INV 9 0 00 00,() W 45 INV S 0 00 00.0 W LAT .& DEP 46 HCLOSE N 84 09 57^6.E urcr_/ `rn 7T 116.5881 33^2174 69.5690 270.7277 20.0000 280^0000 295.0000 195.0000 0.0034 un ^oc^ -----------^---- O^O0034 999.51034 2256,29458 2369,93457 2146.24835 2369.93457 2l16^82393 1789.50999 • 2054^56441 1789.50999 1789.50999 1769.50999 1489.50799 1194.50999 999.50999 0.00034 999.51034 0.00337 1504.79976 3 1364.90279 2() 1866.19336 33 1403.40749 34 1866.19336 35 1418.82182 36 840.29639 37 1449"86365 38 R40.29639 1504.99639 1504.99639 1504.99639 1504.99639 1504.99639 39 40 41 43 45 46 -------'------------ 0.00337 1504.99976 FROM ANGLE DI3T NORTH ,EAST TO CL BURNS ROAD ***** START RADIAL 9 77 13 38.() W DELTA 13 01 26.0 LT RAD 514.0100 TAN 58.6726 L-ARC 116.8395 RADIAL S 64 12 12"() W RP 20 CHORD S 19 17 05,0 E TAN@PT S 25 47 48.0 E RADIAL S 64 12 12.0 W DELTA 3 12 12.0 LT RAD 514.0100 TAN 16.6174 L-ARC 33.2232 RADIAL 9 60 30 00^0 W RP 34 CHORD S 27 38 54.0 E TAN@PT S 29 30 00,0 E RADIAL N 60 30 00.0 E DELTA 5 59 50.0 RT RAD 664.7000 TAN 34.8322 L-ARC 69.6008 RADIAL N 66 29 58.0 E RP 36 CHORD S 26 30 01^0 E TAN@PT S 23 30 02"0 E RADIAL N 66 29 58,0 E DELTA 29 30 00.0 RT RAD 664.7000 TAN 175.0009 L-ARC 342.2355 RADIAL 9 84 00 02.0 E RP 38 CHORD 8 8 45 02.0 E TAN@PT S 5 59 58.0 W • FROM ANGLE AZ/BRG CORR • 39 CORR 9 90 00 00"0 E 40 TRAV 9 0 00 00^0 W 41 SSTRAV S 89 56 40,0 E 41 TRAV 9 0 00 00.0 W 1*2 43 SSTRAV S 89 56 40,0 E 43 TRAV S 0 00 00.0 W 116^5881 33.2174 69"5690 338.4678 DIST 664.7000 20.0000 335.0000 290,0000 335.0000 295.0000 2256.29458 • 1364.90279 2369.93457 2146.24835 2369,73457 2116.82393 1789"50779 2054"56441 1729,50999 ' 840.27637 1720,03633 1501.35577 NORTH 1789.50999 1789.50999 1769.50999 1769.18517 1489.50999 1489"18517 1194.50999 1B66"l9336 1407.40749 840.29639 1504.99639 1504.99639 1839.99624 1504"99639 2O 33 34 1866.19336 35 1418.82182 36 840.29639' 37 • 1449.86365 38 EAST TO 39 40 1839,99624 44 1504.99639 45 ,=:^^ 00t x� 39 40 41 42 43 Inland Pacific Engineers S. 25 Altamont Spokane Gentlemen: Transamerica Title Services (continued) Transamerica Title Insurance Compan North 720 Argonne Road Spokane, Washington 99212 (509) 922-2222 CERTIFICATE TO PLAT Order No. KM- 119443 -M Certificate for Filing Proposed Plat of SUMMERFIELD EAST FIRST ADDN I a o t A- 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: LEGAL DESCRIPTION: A parcel of land in the South half of Section 35, Township 26 North, Range 44 E.W.M., described as follows: BEGINNING at the South Quarter corner of said Section 35; thence South 89 ° 56'40" East along the South line of the Southeast Quarter of said Section 35 and centerline of Wellesley, as it now exists 60 feet in width, a distance of 350.00 feet; thence North a distance of 30.00 feet to the Northerly margin of Wellesley Avenue and True Point of Beginning; thence continuing North a distance of 903.42 feet; thence West a distance of 700.00 feet to the Easterly boun- dary of Lot 3, Block 2 of SUMMERFIELD EAST as per final plat thereof recorded in Volume 17 of Plats, page 9, in the Aud- itor's Office of said County; thence Northerly along the Easterly boundary of SUMMERFIELD EAST the following four courses: (1) North a distance of 6.10 feet; (2) North 18 ° 34'40" East a distance of 146.87 feet; (3) North 12 ° 01'08" West a distance of 52.56 feet; (4) North 23 ° 53'53" East a distance of 130.45 feet; thence East a distance of 469.10 feet; thence North 79 ° 35'56" East, a distance of 125.39 feet; thence South 65 ° 2.7'23" East a distance of 75.56 feet; thence North 74 ° 28'06" East a distance of 120.00 LEGAL DESCRIPTION (cont): Order No. KM- 119443 -M Page 2 PLAT CERTIFICATE feet; thence South 13 ° 55'30" East a distance of 75.19 feet; thence South 89 ° 56'40" East a distance of 36.43 feet; thence South 00 ° 03'20" West a distance of 120.00 feet; thence South 32 °37'45" East a distance of 59.41 feet; thence South 00 ° 03' 20" West a distance of 120.00 feet; thence South 89 ° 56'40" East a distance of 375.09 feet; thence South 00 ° 25'19" West a distance of 560.01 feet; thence North 89 ° 56'40" West a distance of 342.67 feet; thence South 00 °03'20" West a dis- tance of 130.00 feet; thence South 05 ° 33'06" West a distance of 50.23 feet; thence South 00 ° 03'20" West a distance of 140.00 feet to said Northerly margin of Wellesley Avenue; thence North 89 ° 56'40" West along said Northerly margin a distance of 274.98 feet to the True Point of Beginning of this legal description; Situate in the County of Spokane, State of Washington. VESTED IN:LD_NA- T- IONAL_BANK OF- WASHINGTON., a national banking associ- ation, as Trustee under Agreement with Faye S. Elliott dated September 28, 1972; gn21MERC-EDES -771 a married woman, as her sole and separate property. EXCEPTIONS: 1. Real Estate Excise Tax pursuant to the authority of RCW Chapter 28.45 and subsequent amendments thereto. 2. General taxes as follows, together with interest and penalty, if any, after delinquency; affecting this and other property: Tax Account No. Year Annual Billing Amount Paid Balance Due 35643 -9017 1984 $889.23 $0.00 $889.23 35644 -9024 1984 $840.36 $0.00 $840.36 3. Assessments levied by Trentwood Irrigation District No. 3, as follows, together with interest and penalty, if any, after delin- quency: Tax Account No. Year Annual Billing Amount Paid Balance Due 35643 -9017 1984 $231.00 $0.00 $231.00 35644 -9024 1984 $217.00 $0.00 $217.00 4. Liability for future assessments levied by Trentwood Irrigation District No. 3. (continued) 5. Reservation of mineral rights by Northern Pacific Railway in Deed dated September 1, 1883, recorded October 20, 1886, as Document No. 946, as follows: Reserving and excepting from said lands such as are now known, or shall hereafter be ascertained to contain coal or iron, and also the use of such surface ground as may be necessary for mining operations; and the right of access to such reserved and excepted coal and iron lands for the purpose of exploring, de- veloping and working the same. 6. CONTRACT OF SALE AND THE TERMS AND CONDITIONS THEREOF: Seller: Old National Bank of Washington; as Trustee under Agreement with Faye S. Elliott, dated September 28, 1972, and Mercedes Jeske, a married woman as her sole and separate prop- erty Purchaser: The W. Main Corporation, a Washington corpor- ation, as to an undivided 50% interest; and T.D.C., Inc., a Washington corporation, as to an undivided 50% interest Dated: April 2, 1979 Recorded: April 6, 1979 Recording No.: 7904060363 Purchaser's interest is now held of record by!Tuppe a Washington corporation, as_to_an_undivided 50% interest; and by Br uce B- Butler" nd Judith A. Butler j husband and wife, as to an undivided - 50% interest. Records examined as to May 2, 1984 at 8:00 A.M. by: pds cc: Tupper Realty Spokane County Engineers Spokane County Flanners TRANS RICA TITLE INSURANCE COMPANY Order No. KM- 119443 -M Page 3 PLAT CERTIFICATE Kathy Mason Title Officer 1RAi\SAMEiC.; T tLE FNSLRANCE COMPANY NORTH 720 ARGONNE ROAD • SPOKANE, WA 99206 14 .:. " s b taC Exam ? :!, fa 2 3,4 be�z:i74, f. '�:r. ,P'X--: iscr.:. -p1 "s it '.r, • •S . € 2 Ss. 62' y,Zoo/ 0 /20 786.5 1 l.+'.�. /2i • i •20 INLAND PACIFIC ENGINEERING CO. South 25 Altamont Street Phone: (509) 535 -1410 Spokane, Washington 99202 TO: 9foki7e (at � Yt-eer S CMcc_ 7/// Jiff o1 DATE: / M� - '2 ' 195 / PROJECT: SG//P!7'/2Y /c2�G/ ATTENTION: J-eir 5 Inn $ Gentlemen: We are sending (-1 ( ) under separate cover copies of the following: NUMBER OF COPIES AND DESCRIPTION: _ Contract Documents Preliminary Plat Sewer Plan Site Plans 1 - Final Plat Boundary Survey Water Plan Legal Description Road Plan & Profiles Reports For your: v Informati Fi les Remarks: Pig /s y /af 6h eck /c //07 Sincerely, INLAND PACIFIC ENGINEERING COMPANY i\ enc. Approval Review R ECEIVED . MAY 25 7984 County Engineering 5/ 1 g 4dd�l" peiwc At {� giaeGV lr )7a/ � 73o ?hank a ero l/a /. e 200 74- Engineering • Planning • Surveying • Environmental Analysis Detail Drawings Specifications Signature Distribution 5?c%sei �3 /a1 4- . WA "t. V R. TO DATE —"GROSS DATE OETACH THIS STUB FOR YOUR RECORDS WITHOUT MUTILATING CHECK • 'HOURS! RATE I GROSS 05 - 25 - 84 SPOKANE COUNTY ENGINEERS SUMMERFIELD EAST FOR FINAL PLAT CHECK 1 1 . 00434411' •: 1 251000894 63 smug 49FF1311' 8K808 dFOFa�n. STATE FED./WITH. TUPPER INC., REALTORS SPOKANE, WASHINGTON • DEDUCTIONS F.I.C.A. $730.00 .SUMMERFIELO'-EAST. -,FOR FINAL_ -PLAT. CHECK 4 3 . 44: T.UPPER:INC., REALTOR CONSTRUCTION 'ACCOUNT • i East 12929:Sprague Avenue ' Spokane .Washington 99216 PAY EXACTLY * * *730* *DOLLARS AND;;100' CENTS 'Maln Office WASHINGTON TRUST BANK, Spokane, WA MO ..DAY YR. r * * * ** * $730.00 * * ** * * 1;05 -25 -84 . • . TUPPE e ! RECEIPT Date 19 4 8866 ,, Received From T�- ‘P/Pev ea/IS, Address Dollars $ ? n 4 For ACCOUNT HOW PAID SPOKANF COI INTV FNrf 1 WP N. 811 1EFFERSO ^' D �• �I, ]kSHING [ =. 4250 =7 Y / A _ AMT.OF AccouNr cnsH MAT. PAID CHECK in /t. BALANCE MONEY ORDER J DUE i —.q `\ 4- . WA "t. V R. TO DATE —"GROSS DATE OETACH THIS STUB FOR YOUR RECORDS WITHOUT MUTILATING CHECK • 'HOURS! RATE I GROSS 05 - 25 - 84 SPOKANE COUNTY ENGINEERS SUMMERFIELD EAST FOR FINAL PLAT CHECK 1 1 . 00434411' •: 1 251000894 63 smug 49FF1311' 8K808 dFOFa�n. STATE FED./WITH. TUPPER INC., REALTORS SPOKANE, WASHINGTON • DEDUCTIONS F.I.C.A. $730.00 .SUMMERFIELO'-EAST. -,FOR FINAL_ -PLAT. CHECK 4 3 . 44: T.UPPER:INC., REALTOR CONSTRUCTION 'ACCOUNT • i East 12929:Sprague Avenue ' Spokane .Washington 99216 PAY EXACTLY * * *730* *DOLLARS AND;;100' CENTS 'Maln Office WASHINGTON TRUST BANK, Spokane, WA MO ..DAY YR. r * * * ** * $730.00 * * ** * * 1;05 -25 -84 . • . TUPPE SPOKANE COUNT COURT HOUSE s. P. E. Gentlemen: Thank you. GSN /set Attachment 5/30/4 IA s . 0' 1 GC) ZETA'rlir Sincerely, OPPICE OF . COUNTY ENGINEER ROBERT 5. TURNER COUNTY ENGINEER Srosaivi ,WasmxtYrox 99260 6 /ia /pal RE: -Samm.EAFIELD E cr 7C Hut A00. A review of the road, drainage, and parking plans for the above— refer— enced plat, .,_ .., has been accomplished. Areas of concern to us are indicated in red on the attached prints. Please make the corrections and resubmit them 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. Robert S. Turner, P.E. Spokane County Engineer ry . Nelson, P.E. Planning Engineer Y Public Works Building North 811 Jefferson Street Spokane, Washington 99260 (509) 456 -3600 C, INLAND PACIFIC ENGINEERING CO. South 25 Altamont Street Phone: (509) 535 -1410 Spokane, Washington 99202 June 8, 1984 Gary Nelson Spokane County Engineer's Office North 811 Jefferson Spokane, Washington 99260 Dear Gary: Enclosed please find street plans and storm drainage report for the proposed plat of Summerfield East First Addition. Also included is a worksheet showing how elevations along Wellesley Avenue were established. The drainage report included is the one submitted in 1980 with the first Summer - field East submittal, which was approved by your office. Street right of way widths have in some cases changed, as per your conversations with Dick Mason. Burns' paving width will remain 40 feet. Olympic and Broad will be paved 36 feet wide instead of the original 40 feet. The two cul -de -sacs, on the other hand, will be slightly under 36 feet instead of 32 feet. Since paving widths have changed so little, we have not done any recalculation of the drainage quan- tities. We have also not changed any of the design profiles or drywell locations, except on Olympic Avenue where the pair of drywells at Sta. 4 +75 has been moved west one lot so that the sidewalk,to the school site would not create an undrained swale. Thank you. Sincerely, INLAND PACIFIC ENGINEERING CO. E w Eric W. Calkins EWC:jes enc. Engineering • Planning • Surveying • Environmental Analysis CA LE 4 11111691 Mkt i9 i4 ae 0 0 Ul ' y Y W Z W < LL o > o - O 4/7 0- < i Y ce 0 Y 0 O m LL) o Z 0 z ......... ......... .............................. ........ ............................... .Abadan 888 -448 5 -83 SUMMERF1ELD EAST FIRST ADDITION ....... ............................... TBM- R.Q. SPIKE IN P.P. S.W. CORNER EVEI2GRFt✓N WELL -S LE ' ELEV.= 2023.75 COUNTY DATUM . ............................. 0 0 •w• 0 0 q\12+00 40' 60' RETURN A= 89°54' 40" R= 20.00 L- 31.40 T= 19.98 C= 28.27 12ETUt2N Q 90 °03 t2. 20.00 L= 31.44 T-- 20.02 C= 28.30 SCR 12 2027.06 / M 2 R(, 13CR 2026.76 - -69.91 CONST. CURB -- DROP, STA 3 +08 69.82.- SCR 20 26.76 MCR EGR '9 !0 2026.91 .00800 180'1 -NN 10'23.94 �3 1E OUT?. 22.44 0 TOP GRA' p . . ..... . ELEV=:2025.. N S . rA. .... .f3 420 .. N . . 0 3 z 21 . - 008.00 ................... TOP :GRATE ELEV. 20.78 STA.....1.3+20 • • 13 SIMMER FIELD 150' VC , .... A ,� . ....... .. . 0E 1`. ap . ... I ,9 • .9 0� N + N cNl..0 + N 150' vC SUMMER FIELD EAST FIRST LDDII'ION 13 CONST. YPE "B" DRYWEL Ni GRATE 1 E7 87.00- N 89 °56' 407 - 8700 - CO ST. TYPE "B" DRY ELL WJ META FRAME GRAT TYPE 3 a0 0 9 0 0 d• COUQT -74.52 _ � , ETU124 Q= 5 20.00 - L= 74.62- L? 18.93 T =0 N C. 18.23 19 .01265 4 ti .................. + 0..1.2.a..5 0 N 01210.5 14 QETUR• IN= 54 °13 '27 , 20.00 L= 18.93 T: t 0.24 Cs 18.23 =74.52 - w. }. N"0 N op 0 0 CO Co co 0 t 5 15 74.5 15 +35 + 01783 8 4 'N 15 18 0 a 0 W 2 w tJ l 0 10` DRAINAGE SWALE 17 ....... .............................. 4 r' 11 0 t 0 ......... ........•..................... m N t , a � 0 : o � too Of m 0 1.00800 0 �• 0 i� IV Os : CO N 6 as 0 CU.L m a ' N 100' vc DE-SAC .... ............................... - --v= -C �_- - - .000800 LL 11 N '1" I . .. f* 61. 0 Ift .. d- ; •N . :....N p Z 0 •0: ? N• Qt N 0 o 0 SEC. 35, T 24 N., 12.44 E.W.M .................... ........ ............................... ...... ............................. 1 4 1 1 .J 0 0 CV C O .' 0 i0 N c E N O b C c as W , 0 .... �+- . tts 0 CL N CO - E" C IS SHEET NO. 3 OF .; 1 PROJECT NO.. 84029 w 0 W ®,® 0 Itg ato 0 1- 0 0 Z O z CNI ..................................................................................... ............................... 20 LEFT. 20 203 RIGHT Abadan. 888 -448 5 -83 SUMMERFIELD EAST FIRST ADDITION TBM - R.R. SP14LE IN P. R S.W. CORNER EVERGREEN ss WELLESLEK ELEV. = 2023.75 COUNTY DATUM II 12 2 et t0 O 11 0 N 12 12 +00 CONST. SWALE m DAM �. 20' RETURN A= 88° 29'02" R= 20.00 L= 30.89 T= 11.48 c = 27.91 ECR 2028.07 MCR 28.18 BCR 2028.30 - 70.101 2 - 70.09 -- SCR MCR �EC 202 7.52 11 RETURN II= 90 °03'20' 2= 20.00 L= 31.44 T 20.02 c.= 28.30 ..................:...........:..................:............................. ............................... 13 13 - CONST. YPE "B" DRYWEL W/ METAL FRAME GRATE TYPE 3 "TOP OF GRATE ELEV..:= :2027 .STA 12+50 SUMMERFIELD EAST FIRST ADD II ION f _10' WIDE DRAINAGE SWALE 87.00 -- N 89 °5(O' 40" 1 1J WABASH COURT - 87.00 - `IO' WIDE DRAINAGE SWALE 10 14 4 12ET uRN 54° 13'27" R° 20.00 L' 18.93 1=. 10.24 C= 18.23 RETURN L1= 54°13'27" R= 20.00 L= 18.93 7- 10.24 G= 1 8.23 L :7 .05 L= 74.63 8 t.0Z00.0 • U1 lu V 203 + 008 0.0 V . a 0 m 100 VG U L- � D .0b800 N " bU i`. . . At dt 03 O O O......� : N 11 !i 11 11 SEC. 35,T.26N., R:44E.W :M: W H t W C W 0 x to _) C c 0 1; . .- cc'0 CO • CL it) CV CO C -c W co o LO et W w 11 CC y SHEET NO. OF .d' rn w 9 to d � tz Q � PROJECT NO. 84029 ...................... DELETE DRAINAGE SWALE STA.10 +11.OS TO STA. 12 +86 UTILITY ESMT. SIDEWALK V' - CONC. SIDEWALK TYPE "B" CoNC. CURB 5' DIA. TO BE USED AT END OF STUB STREETS WHEN THE STREET END OCCURS AT AN INTERVAL 1414IC1 -I WOULD NOT REQUIRE A PERMANET DRAINAGE STRUCTURE IF THE STREET AS A WI4OLE WERE CONSIDERED, OR N1-1EN EROSION DAMAGE WOULD BE INACC EPTABLE ON ADJACENT PROPERTIES. EXISTING GROUND 15' -6" PLAT BOUNDARY SLIMMI~ FIE.LD EAST F 1IZS - r ADDITION UNPLATTED 5 BERM DETAIL NTS NOTE: A I CONE) FOOT N1GU BERM IS TO INE CONSTRUCTED ALONG Ty E NORTI4 AND EAST PLAT BOUNDARIES OF SUMMERFIE.LD EAST 1ST ADDITION � 4" CLASS B ASPHALT CEMENT HAVING 5 3 /4% TO 6 '/4% ASPHALT CONTENT, ON 4" CRUSI4ED 12OC4. TOP COURSE IN ACCORDANCE W ITU W.S.D.QT SPECIFICATIONS. 20' 20' 6' NEIGI-I13ORIaOOD COLLECTOR 4OfT TRAVELW.Y oU roo FTT RI6uT OF 14k'Y NTS 2" CLASS B AS PNALT CEMENT I-I-AV 1NG. 5 TO 6 %4 % ASPHALT CONTENT, OM 4" CRUSHED ROCS TOP COURSE Oil ACCORDANCE WITI4 W.S. D.O.T. SPECIFICATIONS. TURFED DRAINAGE SWALE TURFE0 DRAINAGE SWALE 2" CLASS B ASPHALT CEMENT HAVING 5 TO 6'/a% ASPHALT CONTENT, ON 4" CRuSWED ROCK. TOP COURSE IN ACCORDANCE WITH W.S.D.O.T. SPECIFICATIONS. CONSTRUCT I' BERM CONCRETE CURB CONCRETE CURB 2' IN AREAS WITHOUT SIDEWALKS 4' t N AREAS 1,41T11 SIDE WALKS CONCRETE SIDEWALK - TOP OF CURB DRIVEWAY DETAIL SECTION C -C CONCRETE CURB DRAINAGE SWALE DRIVEWAY DETAIL SECTION D -D DRY WELL. 2' IN AREAS W I TIaOUT S1DEWALKS - 4' IM AREAS WITH SIDEWALKS __ SUB GRADE FOR GRASS . TURF TO BE 3" BELD i FINISUED GRADE 5" CONCRETE FOR MOM OF RESIDENTIAL DRIVEWAY 5" CONCRETE FOR WIDTH OF RESIDENTIAL DRIVEWAY FLOW IN SWALE All construction methods and materials shall be in accordance with the 1981 Spokane County Road Standards as adopted by the`Board - of " County Commissioners- in Resolution No. 80 -1592. Said Road Standards can be obtained from the Spokane County Engineer' Office. The "Sumnerfield East. First Addition Standard Street and Storm Drainage Details" shown on the accompanying plan sheets shall be considered supplemental. to the County Road Standards and are intended to depict special construction details which are required for compliance with the County' ;s "208" program. . These plans shall be considered to be schematic and are not intended to depict all details of labor, materials and eqvipment which may required to accomplish the intent of the plans. The plan sheets, Summerfield East First Addition Standard Street and Storm Drainage Details, and the Spokane County Road' Standards shall be considered and used together. Anything appearing as a requirement of any one of the above referenced documents shall be accepted as applicable to all documents even though not so stated therein or shown. In the case of conflict between theSummerfield East First Addition Standard Street and Storm Drainage Details and the County Road Standards, the Summerfield East First Addition Standard Details shall govern. STREETS WIO SIDEWALKS W '/z' ou CULDE5AC5 TRAN PAD LOCATION 01J STREETS WITHOUT SIDEWALKS G' CONCRETE SIDEWALK WHERE INDICATED ON PLANS ont a 1 1 ed at the :i,nters'ecti. CURB DROP - I 4' SIDEWALK 48" "SO • TRANSFORMER PAD LOCATION ON STREETS WITH SIDEWALKS BOTTOM OF SWALE CONCRETE cuR S. DRAINAGE SWALE SUPERIOR REPROGRAPHICS TR -344 0 w 0 Lla 0 CIC 0 O w 1- O Z Z 00 ............................. LEFT 20 2030 RIG/ -1T 203 ............................... ........ ............................... Abadan 888 -448 5 -83 SUMMERFIELD EAST FIRST ADDITION ....... ............................... 18 19 TBM- R.R. SPIKE N P.P. .W. CORNER EVER6IZEEN we.LLE ELEV.= 2023.75 COUNT( DATUM ........ .................. 0 417 0 60' 40' 0 0 + 12+-00 cr• 00 N O N RETURN A= 89 °56'40" R= 20.00 L= 31.40 T= I9.g8 C= 28.27 ECR - .00800 �........ 0 N ..... .. 0 N N 22 2027.83 MGR a 27.91 BCR 2027.81 75.00 RETURN L = °03' 20" R= 20.00 L= 31.44 T= 20.02 C. 28.30 - .00800 12 13 13t 22.55 13 - - BC Ro.fo 2027.81 z MC R 28.12 o ECR a< 2028.'+3 oN -.0080C) ..... ............................... . ...... . . ......... 004 ..N.- .. N N + ti 4. tY ' 1 .. N ............. N N ter NI UNPLATTED CONSTRUCT TEMPORARY ROCK SUMP. SEE DETAIL. SHEET 6 OF I3. 6ROAD AVE. N89°56'40" W ........ .............................. ................. ................... ...... ........................... ... ............................... ..... .............. ........ ............................... ....... ............................... ........ ............................... ....... ............................... • - 1 - 2.E1‘41 - 1.4001) 1 1 LL 1 i ^ r` i . ............. .. ............................. ..... .... ............ ............................................................................................................................ . .. . ......... ........ ............................... -, l - 1 ' %.. , v SIDE W A L K [4ELLESLEY AVENUE N189° 56' 40u W +l 5 PAVING ........ ............................... LEFT cO ... ... EXISTING WE PLAT BOUNDARY ...... ............................... . ... ......... ... ....... ....... ............................. try 0 a O ............... .. I0 N 0 �, zo w ECR RETURN IA=90 ° 03'20" R= 20.00 L= 31.44 T= 20.02 C= 28.30 2029.35 MGIZ 29. 8C R 2029.25 - ± - - 104A8 - - +.00140 to 0 EXISTING V 4. O O 0 O N SUMMERFIELD EAST FIRST ADDITION + 004.00 .. .. ......... . . . + . . . .00 .. 39 ..................... ............... .... .. ......... .... ......... ......... ..... .... +.0037x0 YOOO73.... .00178: ; : ..005:60:::= .0058 or 2 Di 2 co ....... ............................... I1 +66.0 0 N O 0 II 12 - 00 0cr, 0 N + 0 N ....... ........ ...... ........ - ..00463 ....... ............................... ... ...... 0 N ........ ............................... RETURN L 8`I ° 56'40" R= 20.00 L 31.40 7=19.98 Cr. 28.27 ...... ............................. I 1 a 5 Q vu O 00 N N PLAT BOUNDARY SEC 35 , T. 2, N. R. Lt 's E.W M SEC. 2 , T. 25 N., R. E.W.M. .... .............................. 0 4 J- 4 0 4j . ........... ............... .. UN PLATTED ...... .................... 1 N 0 IL 0 cr PROJECT NO SHEET NO. tn w 0 E co o 0 w 0 0. a a w w Y Y 111 • 1.1.1 2 U U U Z a o � 3 o a Q ce 0 Z 0 Z v CO • .............................. .... ........................ Abadan 888-448 5 -83 SUMMERFIELD EAST FIRST ADDITION ...... .... T6M Q.R. 5PI1/..E IN PP 5.LJ. CORNEA EVE12G1 WELLES LEY ELEV.= 2023.75 COUNTY DATUM ............. ..... ............................... ....... ............................... ........ ............................... ......................................... ............................... 0 7 S\12 +00 12 40' 60' 0 N N • 0 k �•� � N �( RETURN .n= 8(1°56' 40" 12= 20.00 L= 31 .40 T= 19.98 C - 28.27 0 J7 ECR / 2027.0(v MCR 27.16 B 2026.91 024.7(0 6,9.91 - 50' - 10" C lop IE 1N= 23.°V) IE OUT= 22.44 20 24.7lo MGR RETURN b.= 90 °03'20" 1Z= 20.00 31.44 T -- 20.02 C= 28.30 . ...... • � .. . ..... . .. ....... � . b. Cr r, M b. O O N cv 1 � N In 00 co + N + 0 , 0 N. + (J r , �.. _...N TOP GRATE::: 0 ELEV.= :2.oz5.78 .tA.. .... 1: 3 } 20 .. O .. . ... N ao 0 - 0.05.0.0 ......... ..... ......... ......... 2 13 TYPE "13" DRYWELL W ME1AL FRAME. GRATE TYPE . - 87.00 - - - 69.82 -- - - - 8 0 BCR -,.0.Q.8.00 ... b: �.. ....... '. . co ........ d . N 0 in TOP :GRATE . E L. E V= 2020:.78 ,STA ... 1.3 t 20: ., 81 °56'40` sI M.RFIELD COURT N .(1 150' VC CONST. TYPE. DRY WELL ME GRATE TYPE 3 1 50 ' VC N 4 0 co O N 50'.vc MERFIELD EAST &DDIT ION a0 - .00800 +.0124.5 . ......... ......... 9 .- 0 . .. ......... .. N. 0 .. ... ... . .. .. ...... ..... . . . ... . ... . ... . ... ... .. . ... N 0.. 1..2.(05 Q.1.2.b.5 0 0:::::::: R. + �t n 14. 14 I2ETuR14 54 ° 13`27" 1z= 00.00 L= 18.93 T - O. 2.4. C= 18.23 - -74.52 - -- 74.52 - ET11RN• Q= 54 °13'27" 12= 20.00 L- 1 8. 93 T. 10.24 C= 18.23 19 0 . . . . . . . . . .. L 74.57 l5 15 +35 01.783 15 L= 7442 18 n m 4 0 15 0 v tri w z w C) ........ ............................... 16 0 10' DRAINAGE SWALE 17 ......... ......... ......... ..... ........ ....... ......... N CO T 0 0 + 0 ... ...... tll r • ►t O : 0 cv - N.0 N N (,, .... 0 ? .008 0 0 1. cn 1` 0 C..U.L 100' VC E `3.A.0 m . - .00800 cr • N . 1 . N N N co 0 .. ............. SEC. 35, T 240 N., 12.44 E.W.M. N 1 ..... ............................... ........ ............................... . ...............:............... ... .................... . ............ w a 0) w 1- 0 .... .. ........... ..... ........... z ?+ ON C 0 0 CO m� Q..� a E -� o up a) a) G) 0 W 'c w t 0 E •• -.4-.. I- Q N co CU - a) c 0 0 - a U V / O et Q w L) Q W, 0 ~ Z L? W V � w am 17- .t Z Z' ( / s C PROJECT NO. 84029 SHEET NO. 3 OF 13 ... ............................ W' 0 Y Y 2 Ca • W ' 0 v Z < N d < 0 0 m w 0 0 z z Y W 0 ce } N 4- C. 0 LY loaf leseas astes 0 0 z 0 w Y 0 Z 0 4- 0 z W 0 ce ce co 0 0 m w 0 0 Z Z • .. ..... ........ ..... 20 20 203 R1GyT •........••••.....• .Abadan Inc. 888 -448 5 -83 Tam- R.R. SPIKE IN P. P S.W. CORNER EVERGREEN t. 14E1- ESLEY EIEV. = `2023.75 COUNTY DATUM .................. ............................. to Q RETURN t�l R. 20.00 '02 L= ;30.89 T. , 1 R.48 c= 2,7.91 0 - 0 0 :t H 0 12 12 + 00 20' -- 70.09 -- SCR 2028.30 MGR \ EC 91 202 7.52. 1 RETURN L= 90°03'20' R= 20.00 L= 31.44 T 20.02 C = 28.30 EC 12 2028.07 MC 28.18 BCR 2028.30 - ;70.1 13 CIO' WIDE DRAINAGE SWALE - 87.00 X 10` WIDE DRAINAGE SWALE SUMMERFIEID EAST FIRST ADDITION 87.00 N89 54 401J WAaAS14 COURT 10 •.C? 1 2.00 . 14 74.25- 4 RETURN A. 54° 13'27 R. 20.00 L= 18.93 T . 10.24 Co 18.23 RETURN p = 54 °13'27" 20. L.: 18.93 T= 10.24 G= 18.23 15 t :C3ZOO.Q m got N 15 • UI N 0 203 0 0:o 0 : cu . N +: Qs? . C? It �. s * - 0 -1 0 N m 100' VC CU L 00.80 4 ; 1 ' tv 47 fq N Kt Iti. (n I • o. : 4. �' 4 .b 0 0 N SEC 35,T.26N. 144E.1.4.M . ..... oc 0. J N H <'.x. cc 0 O w CI) z 5 W el PROJECT NO. 8402.9 SHEET NO. OF C N C 0 N RS DELETE DRAINAGE SWALE STA.+10 }I L05 TO STA. 12+86 UTILITY ESMT. TYPE "B" COLIC_ CURB SIDEWALK TO BE USED AY END OF STUB STREETS WHEN ThE STREET END OCCURS AT AN INTERVAL WIaICH WOLILD NOT REQUIRE A PERMANET DRAINAGE `STRUGTLIR,E IF THE STREET AS A WHOLE WERE CONSIDERED, oR WHEN EROSION DAMAGE WOULD BE iNACC EPTABLE ON ADJACENT PROPERTIES. EXISTING GRO 5' DIA. 25' 15 18' PLAT BOUNDARY SUMMERFIELD, EASY FIRST ADD IT ION . I" TO 3" WASI -IED, NATURAL "GRAVEL NT UNPLATTEP 5' 4" CLASS B ASPHALT CEMENT HAVING 5 3/4% TO (0 '/4% ASPHALT CONTENT, ON 4" CRUSHED ROCK TOP COURSE IN ACCORDANCE W ITt�' W:S.E .O.T SPECIFICATIONS. 2% 2" CLASS 6 AS P I-IALT CEME I4T 1-1-AV 5 % TO 6 %q % ASPHALT CONTENT, 014 4" CRUSHED ROCk. TOP COURSE ( . ACCORDANCE `WIT�4 SPECIFICATIONS. NEIGU13O2WOOD COLLECTOR 40fT TRAVELWAY Ohl esO FT RIGHT OF M.& ( NTS NOTE: A I (ONE) FOOT H1GI-1 BERM 1S TO BE CONSTRUCTED ALO%4C THE NORTH AND EAST PLAT 'BOUNDARIES OF SUMMERFIE.LD EAST IS-T ADDITION NTS CONSTRUCT 1' BERM 10' TURFED DRAINAGE SWALE `2" CLASS B ASPHALT CEMENT HAVING 5 TO 6'' /A% ASPHALT CONTENT, ON 4" CRUSHED ROCK. TOP COURSE MI A C C O R D A N C E W I T H W.S.D.O.T. SPECIFICATIONS. CONC RET)_ CUB 2' IN AREAS WITUOUT SIDEWALKS 4' IN AREAS W1Tu SIDEWALKS 1OP OF CURB coNCRErE cuRB DRAINAGE SWALE' 6.67' CONCRETE CURB 10' SECTION SECTION DRIVEWAY DETAIL SECTION D -D SUB GRADE FOR GRASS TURF TO BE 3'.' BEWkS FINISU P GRADE DRYWELL 2' IN AREAS will-4011T SIDEWALK3 4' IN AREAS H WIT SIDEWALKS \ % DRAINAGE SWALE CONCRETE CURB 8" 5 cONCRETE FOR WIDTH OF RESIDENTIAL DRIVEWAY DRAINAGE SWALE � 5" CONCRETE FOR WIDTH �OF RESIDENTIAL DRIVEWAY TOP Of CURS . All construction me materials shall be in accordancewth "the 1981 Spokane'.County Road Standards. as adopted by the Board of County Commissioners in Re No..80- 1592. Said Road Standards can - be obtained from the Spokane County Engineer's; Office. . The "Surr-nnetfield East -first Addition Standard Street and Storm Drainage; Details" shown "on " " the accompanying' plan sheets shall be considered supplemental; to the. County Road Standards and are intended to depict special construction details which are requi red for- cornpl iance with 'the County's "2f8" program. 6` UTILITY ANC DRAINAGE ES MT. ng shallThese i)lans depict all Details, ' used above Storm Det - 1 ei used Street 'si specif i ed E< Storm Drainage These i)lans depict all required to the intent of the plans. used above ue : cwnsiaerea to De scnema -ic - an depict all details of labor, materials and ;equipmei required to the intent of the plans. The plan .': sheets, Storm Drainage used above documents even though confli ct between the S1 the et 'an; - torm Drainage shall be considered ng appearing as a o any o o em pti e d not so stated t herein o between the um e • eve') though d ar F' torm ist and Spokane and thee. : Anythi appearing • t f f the erenced locum as n i of i rst A et an inane D _- County . .. . . . . , S a a.. . . ., a Sun.ne , , eld t A ddit i on St e74/1 '//.; /+=�-e� gns shall 1)e Spokane County Standard arid shall be installedas in the Manual of Uniform Traffic`Control Devices. eat au STREETS wio SIDEWALKS H'/T ON CULDESACJ LOCATION OM '' STREETS WITHOUT SIDEWALKS shall be Spokane County Standard and shall be FRONT YARD DRAINAGE SWALE NTS TRANSITION NTS SIDEWALK L 48" ' SQ TRANSFORMER PAD LOCATION ON STREETS W 1TN SIDE WALKS CURB DROPS CL ■■ r ( CONCRETE SIDENALI; \ DRIVEWAY W/ / W HERE INDICATED ON PLA11S \ � CONCRETE SIDEWALK GON C>i CURB DROP—. \ CUt ■� •■ \ SWALE DAM >r TRANSITION LOW 1N SWALE .� DRAINAG Q0 � Dw 414 PLAN VIEW a — c -- ?ETE ZS E SWALE SUPERIOR REPROGRAPHICS TB -344 ( Fp • Norirr Fir V1/ DELETE DRAINAGE SWALE STA.+10 }I L05 TO STA. 12+86 UTILITY ESMT. TYPE "B" COLIC_ CURB SIDEWALK TO BE USED AY END OF STUB STREETS WHEN ThE STREET END OCCURS AT AN INTERVAL WIaICH WOLILD NOT REQUIRE A PERMANET DRAINAGE `STRUGTLIR,E IF THE STREET AS A WHOLE WERE CONSIDERED, oR WHEN EROSION DAMAGE WOULD BE iNACC EPTABLE ON ADJACENT PROPERTIES. EXISTING GRO 5' DIA. 25' 15 18' PLAT BOUNDARY SUMMERFIELD, EASY FIRST ADD IT ION . I" TO 3" WASI -IED, NATURAL "GRAVEL NT UNPLATTEP 5' 4" CLASS B ASPHALT CEMENT HAVING 5 3/4% TO (0 '/4% ASPHALT CONTENT, ON 4" CRUSHED ROCK TOP COURSE IN ACCORDANCE W ITt�' W:S.E .O.T SPECIFICATIONS. 2% 2" CLASS 6 AS P I-IALT CEME I4T 1-1-AV 5 % TO 6 %q % ASPHALT CONTENT, 014 4" CRUSHED ROCk. TOP COURSE ( . ACCORDANCE `WIT�4 SPECIFICATIONS. NEIGU13O2WOOD COLLECTOR 40fT TRAVELWAY Ohl esO FT RIGHT OF M.& ( NTS NOTE: A I (ONE) FOOT H1GI-1 BERM 1S TO BE CONSTRUCTED ALO%4C THE NORTH AND EAST PLAT 'BOUNDARIES OF SUMMERFIE.LD EAST IS-T ADDITION NTS CONSTRUCT 1' BERM 10' TURFED DRAINAGE SWALE `2" CLASS B ASPHALT CEMENT HAVING 5 TO 6'' /A% ASPHALT CONTENT, ON 4" CRUSHED ROCK. TOP COURSE MI A C C O R D A N C E W I T H W.S.D.O.T. SPECIFICATIONS. CONC RET)_ CUB 2' IN AREAS WITUOUT SIDEWALKS 4' IN AREAS W1Tu SIDEWALKS 1OP OF CURB coNCRErE cuRB DRAINAGE SWALE' 6.67' CONCRETE CURB 10' SECTION SECTION DRIVEWAY DETAIL SECTION D -D SUB GRADE FOR GRASS TURF TO BE 3'.' BEWkS FINISU P GRADE DRYWELL 2' IN AREAS will-4011T SIDEWALK3 4' IN AREAS H WIT SIDEWALKS \ % DRAINAGE SWALE CONCRETE CURB 8" 5 cONCRETE FOR WIDTH OF RESIDENTIAL DRIVEWAY DRAINAGE SWALE � 5" CONCRETE FOR WIDTH �OF RESIDENTIAL DRIVEWAY TOP Of CURS . All construction me materials shall be in accordancewth "the 1981 Spokane'.County Road Standards. as adopted by the Board of County Commissioners in Re No..80- 1592. Said Road Standards can - be obtained from the Spokane County Engineer's; Office. . The "Surr-nnetfield East -first Addition Standard Street and Storm Drainage; Details" shown "on " " the accompanying' plan sheets shall be considered supplemental; to the. County Road Standards and are intended to depict special construction details which are requi red for- cornpl iance with 'the County's "2f8" program. 6` UTILITY ANC DRAINAGE ES MT. ng shallThese i)lans depict all Details, ' used above Street 'si specif i ed Storm Det - 1 ei used Storm Drainage These i)lans depict all required to the intent of the plans. used above et 'an; - torm Drainage shall be considered ng appearing as a o any o o em pti e d not so stated t herein o between the um e • eve') though eat au STREETS wio SIDEWALKS H'/T ON CULDESACJ LOCATION OM '' STREETS WITHOUT SIDEWALKS shall be Spokane County Standard and shall be FRONT YARD DRAINAGE SWALE NTS TRANSITION NTS SIDEWALK L 48" ' SQ TRANSFORMER PAD LOCATION ON STREETS W 1TN SIDE WALKS CURB DROPS CL ■■ r ( CONCRETE SIDENALI; \ DRIVEWAY W/ / W HERE INDICATED ON PLA11S \ � CONCRETE SIDEWALK GON C>i CURB DROP—. \ CUt ■� •■ \ SWALE DAM >r TRANSITION LOW 1N SWALE .� DRAINAG Q0 � Dw 414 PLAN VIEW a — c -- ?ETE ZS E SWALE SUPERIOR REPROGRAPHICS TB -344 DELETE DRAINAGE SWALE STA. l0} t 1.05 TO STA. 12486 UTILITY AND DRAINAGE EASEMENT UTILITY ESMT. TYPE. "B" COWC_ CURB CONC. SIDEWALK TO BE USED Al END OF STUB STREETS WHEN TKE STREET END OCCURS AT AN INTERVAL WI- 4IC1 -1 WOULD NOT REQUIRE _A PERMAN ET DRAINAGE STRLICTURE IF TIE STREET AS A 1.41 -I0LE WERE CONSIDERED, OR W4EN EROSION DAMAGE WOULD BE iNACC EPTABLE ON ADJACENT PROPERTIS. TYPE 4" CLASS B ASPHALT CEMENT I- 1AVING 5 3 /4% TO X0 ASPI -PACT CONTEN..IT, ON 4" C R USi4 ED ROCK, TOP COU t2S E I N ACCORDANCE IA SPECIFICATIONS. NEIL- IBO21 -IOOD COLLECTOQ 4OfT TRAVELWAY 014 (=OFT RIGHT OF Y NTS I" TO 3" WASI -IE(D4 NATURAL GRAVEL 2" CLASS 'B ASPPALT CEMENT 1.1-AV INGG 5 % TO 6 > % ASPHALT CONTEi4T, ON 4" CRUSHED ROCV_ TOP COURSE IN ACCORDANCE , WITI4 W.S.D.O.T. SPECIFICATIONS. 18' 18' to TURFED DRAINAGE SWALE EXISTING GROUND 36 FT TRAVELWAY 014 5OFT R 4UT OF WAY NTS. PLAT UNPLATTEp BOUNDARY SUMMERFIELD 5' EAST FIRST ADDITION NTS NOTE: A l CONE) FOOT N1Gt-1 BERM 15 TO BE CONSTRUCTEDiALOIJG T-IE NORTI-I AND EAST PLAT BOUNDARIES OF SUMME.RFIE.LD` EAST A'DD I r1 O N 2" CLASS B ASPHALT CEMENT HAVING 5 TO 1/4 ASPHALT CONTENT, ON 4" CRUSHE=D ROCK. TOP COURSE 11.1 ' ACCORDA?.ICE WITH W.S.D.O.T. SPECIFICATIONS. CONSTRUCT I' BERM TUBED DRAlt'4 GE' SWALE CONCRETE CURB (--TYPE "A" CONC.CURB 2' IN AREAS WITI -TOUT SIDE WA.LKS 4' I N AREAS WITU SIDE WALKS TOP OF CURB CONCRETE CURB DRAINAGE SWAL1= 6.67' - ten....•- - 10.2: I 1 I I CONCRETE CURB CONCRETE CURB DUWELL LOCATION DETAIL CURB DROP DETAIL CONCRETE SIDEWALK. DROP SECTION B -B NTS DRIVEWAY DETAIL SECTION D -D I I SUB GRADE FOR GRASS TURF TO BE 3" BEL014 FINISUED GRADE ORYWELL 2' IN AREAS WITLIOUT SIDE .WALKS 4' INI AREAS WtTu SIDE NALKS DRAINAGE SWALE GUTTER. LINE 5" CONCRETE FOR WIDTH OF RESIDENTIAL DRIVEWAY 5" CONCRETE FOR WiDTN — f OF RESiDENTIA,L DRIVEWAY - DRAINAGE SWALE 5 L10-IJJ -_ TLIRFED DRAINAGE SWALE 6' TRANSITION TOP OF CUR - ( CONCRTE. SIDEWALK 141-I1rRE INDICATED ON PLA115 . All construction methods and materials shall be in accordance with the 1981 Spokane County Road Standards as adopted by the Board of County Commissioners in Resolution No. 80 -1592. Said Road Standards can be obtained from the Spokane County Engineer's Office. . The ' Summerfield East First Addition Standard Street and Storm Drainage Details" shown on the accompanying plan sheets shall be considered supplemental to the County Road Standards and are intended to depict special construction details which are required for compliance with the County's "208" program. . These plans shall be considered to be schematic and are not intended to depict all details of labor, materials and equipment which may be required to accomplish the intent of the plans. The plan sheets Summerfield East First Addition Standard Street and Storm Drainage Details, and the Spokane County Road Standards shall be considered and used together. Anything appearing as a requirement of any one of the above referenced documents shall be accepted as applicable to all documents even though not so stated therein or shown. In the case of conflict between the Summerfield East First Addition Standard Street and Storm Drainage Details and the County Road Standards, the Summerfield East First Addition Standard Details shall govern. • A Street signs shall be Spokane County Standard and shall be installed as specified in the Manual of Uniform Traffic Control Devices. A stop sign and road name sign shall be installed at the intersection of Burns and Wellesley G '- UTI AND DRAINAGE ES ° MT. ff 2. 011 SiREETS W 10 SIDEWALKS 4 ow CULDESAC �48'SQ TRANSFORMER PAD LOCATION OM STREETS WITHOUT` SIDE WALKS CURB DROP -� DRAINAGE SWALE 6' TRANSITION ■ 48" SO TRANSFORMER PAD LOCATION ON STREETS W ITN SIDE WALKS SIDEWALK CONCRETE CURB CONCRETE CURB SUPERIOR REPROGRAPHICS TB -344 / \. \ i rnnnr-r r(rI.r .)t7 'vlivIl_1�' .'1_I / �� N2 , 6 . 52 5 NORTH 6.10 Inlan South 25 509 535 . C. I = I-1._ 1 1 a0 O 103.86 - 1 RADIAL BEARINGS 1 N. 21 °00'33 "E. 2 N .2547 48 W. 3 N.77 °13' 38 "E: 4 N,64 °12'12 "E ,> ' N.6030 00 E. ' 5 ll W. 6 S.66O29 � 8 7 N•68 °58'47 "E. 8 N.21°07 07 01"14. 9• N.21 °42'24 "W 10 S,61 °08'20 "W. 11 S.76 0 7 W. 12 11.50 °03'01 "E 13 S.49 °56'21 "E. 14 S.87 °59'57 "W• 15 5.80 °03'16 "W: 16 S. 72"04'23 "W. 17 S.64 °17'32 "W 3.0 73 3 1 II.. acif is Altaront -1410 . CD °.N 0 Chord Bearing Chord C 1 N. 14 7 1 5 01 W. 270. 3 C 2 N.26 ' ..: Ol W. 69.57 C N.14°45 3 ` :.. W. ' 338.47 C4N..27° 4" 38 5 W. 33.22 C 5 N.19°17 , W. 1 1 6.59 C 6 N..21`)08'11" W. 149.53 7 .77 C S 6 0 06 W 282.98 C 8 S.79 9 E • <`113. 22 C 9 S.23 ' W :28.26 ' C10 S.70' 26.46 C11 E. 28.30 C12 12 44 5820 W. 28.27 C13 Varies 16.90 C14 N.45 5 2 W. 27.77 C15 N.36°03'52" .' 6 3 03 52 E. 2 3 .36 C16 I 1 1 6' N.57 . 1 57 34 W. 21.27 C17 S•28 °18'58'' E. • 20.00 C18 N. .88 15 ' 50 W 7 1 .30 r E C19 _N.86°58'16" W. 35..45.. C20 S.26°56'20" E. _ 45.39 L 1 L 5.2,'r'1.3'01" - - E. 45..82 UNFLATTED EAST. 469 10 0 73.77 80.00 80.00 80.00 BLOCK FIVE 2 F-0 3 = ` F- -+ -• -+ - . 1/, 00/ 6 0 11, 280 0 :. 11,280 oy':.0 c t ,,. .- z � t Z ( z '= 65.00- ca N OLYMPIC.. 324.85' AVENUE N C19 44.85 L J & 6' WIDE H O 2 W 3 10,908 0 Z '10,625 0 93.72 Fn d 5/8 Rebar per R 0 S Book I -`. 8 of Surveys, 5 ys , P a �e Q\ y 6' WIDE - - o,00 Engineering ornpn pokane Washington 99202 - 85,00 DRAINAGE -4) 85.00 on Curb, N.40 °W., 60.32' LEGEND Fnd Monuments (1/2" rebar w /yellow plastic cap "MOORE 18091" per final plat of SUE•It1ERF�IELD EAST, unless otherwise noted) O Set l/ rebar w /yellow plastic cap "IMO U 12091" at 'angle points in E dry:' vr, O Set 1/2" rebar w /yellow plastic cap "MOORE 18091" as centerline monuments. after instaalation of :improvements. -�- Set 1/2" rebar w /yellow plastic cap MOORE ` 18091" at all lot corners DRAINAGE 8 WEST -- 90.00 - 8 UTILITY NOTE: The 'Cas i s of Bearings for this "` ma p i`:; the bearing system of the final plat of ' MERFIELD EAST n .-t it O N 1/,250 P N z z 90.00 WEST 700. UTILITY L 5MT 80.00' i - 90.00 -if - 0 o EASEMENT 0 Sp _ �� 5 CC z -, 11, 250 4 Z 90.00 � .. are E T L_EMEN S A ' $ Y ub 0 5 Wide l 9 // r Drain ` Easements S / n each 0 o ea r _ de � of o// Inter % TE t o Lo A Lines. Ded c � s L n ad C Li ne HOO o a ' ee i . /its n S Rear Lot o CURVE INFORMATION d a Delta Radius Arc T 9 an en t 023.30 02 664.70 .70 272. 6 4 '13826 005 664.70 69. 8 60 J4. 3 029 66 4 4 .70 3 2.24 ` 175.04 003'42'12" 514. 33.2 2 16.62 013'01'26" 514.01 116.84. 58.67 016°43'38" 514.01 150.06 75.57 025 o 47i 48 5 u ' 633.. 8 6 ,l 285x39 145 5 021'00'33" 033 310.51 113.86 57.58 089 ° 54'12' 20.00 • 31.38 19.97 082 ° 50'43" 20.00 28.92 17.65 090 2 .0 G 0 31.44 1.44 20.02 089. J 6 5 140 ,1 : 20.00 31.40 19..98 049 ° 59'41" 20.00 ' 17 45 9.33 087 56 37 0.7 20.00 3 0 19.29 r 107 8 5 �7 20.00 37 '- 0 37.69 27.52 064°14'12" 20 2 .00 2 .42 12.55 002 "22'03" 484.01 20.00 10.00 0 03 ''2 8 2 L 285.51 17.30 8.65 006 ° 3 0 27 335.51 35.47 .4 17.75 ° f u 053 5 ? 9 _0 50.00 47.11 25.47 4 054°32'43" 50.00 47.60 25.78 S1 /4 CORNER SECTION 35 -26 -44 Spokane County p ty Engineer' s Corner #3544 Fnd. 2" Pipe w /Wire in Mon. Case Fits three R.P.s of Record. Tk. in T. Pole, 5.40 °E., 41.98' (Meas. 42,08') "x" on Curb, N.. r 45 ,E. , ,55,60 0 11.280 e° - z . 68.51 r CC) /0,625* CO 0 0 0 BLOCK 93.19 TR ENTWOOD 79 40 - ° N ( N /0,872 4, �. tit ° 5.5 g3 0 � Pr a ,o N FL • ,2,038 Reber r R OS b e LOT 21 'BLOCK 6 Fnd 5/8" Re P 0' Wide Walkw ay Book 18 of Surveys, Page 5 1,250 # LOT. 22, BLOCK '6- 10' Wide Walkway '1,250 0 N d• Fnd 5/8' Rebar per R 0 S ' Book I8 of Surveys, Page 5 0 0 c, O ao a' C 1 n I r` ti 0 • h• OvcQ hA . c'e , o O O �R 13 O 6 0 2 �4 0 • oo: W u 30 3 • L t'. ti O o' 3 '50 o 0 . 0 ; , 1' 36.4 : 2 - D tV 0 _ -; O C17 Z � Z` 2 �n o 7 No is 349 0 o . (� .9. 6 OWNG. 0 % 85 .65 • t7, 8 UT/L o � "t '� 6; OLYMPIC in 9► 3 • N 89 ' ' ui 3' B cK 9 L . LO 13 6.04 u� ' 14.0' N " 1' Wide Strip 11,287 0 _ , ... o 2 :3 5'� a a' • IC) T /0,0/4 . °49' ii "E N 8 3 i22• 02 (R 10 00 a 0 p cL 9 0 O / m` 50 SIX � „ ° E 6 56 97 ' � N'84 106.7 tr 0' co H a, /0,0/6 0 WEST 125 , 00 12 0,000 4 WEST' 125.00 10,006 4, WEST 125.00 /0,000 w 125.00 WEST WEST ;�- 0 125.00 , ' 0 0 �'. 1 5 0 ` ro 4+ ,oao 6` aD ' .:. WEST , 125.00 16 X Io oOo d, m WEST f ir .125.00 � cos Q W 17 � O 0 2_.0 m /o, 000 -� M WEST. o 125.00 0 2 0 18 10 .c' 000 ' WEST 125;00 19 /1,296,0 NORTH 30 00 -` . ...104.98 - o5 , Ca t 0 0 0 0 1000- 0 0 _ o 0 /0;000 m ,WEST 125.00 ''I N-- 0 0 Q 0 v7 z a= r - 81.60 -• f� c �1 0 CO 0 ti 0 0 0 o oNO I O, 807"4, O `tv 0 O „...4 ' 0 77.-2 5 N89 4W 0 100.71 w 0' 2 it W 0 /0,7/0 • , r , ` I_ 0 0 z - _70.61 o 0 r 4.' 0 m 0 0 0 t z N 89°56' 40" W N85° 56' 40 m N 30 30 S �' 5 ��' .1 9 ,; 12 0 N 89° 56' 40" W 33500 - :. SUMMERFIELD . COURT. In • :. �\ N F l <. - - 69.82 - -T . �I _ m 0' (TI 2'1 20 _., o 10 239 4 o _ /o 005 � o 0 o� o: 0 BL z o L 0 89.73 87.00 ' N 69° 56' 40" Y 95. a0 0 c S 69 0 . 56 40 36.4 3 1 I /0,270 4 90.00 12,269 4 In an c' 1 I BROAD co N 89° 56' 40" W N 122.55 i AVENUE N ( / N . i -70. o W 0 0 W o N a 0 • o t!) 1 o ` in O /2,435 P. . 0 . • 0 • ` - 70.00 T ' N 89° 56' 40" W 27 WELE 3 50. 0- 1 L SLEY - o AVENUE -- --.. � � --=-LL iss.00 ° ;119.95 N 89° 56'' 40" W 2638.43 J n 0 /O, 0 05 , P o. 0 0 z 87.00 -` N 89 56' 40" W WABASH 335.00 COURTN -- 70.09 -' 87.00 - 6" WIDE DRNG. 8 UT/L u? 0 0 0 N -- N 87.00 BLOCK W 0 0 0 /b,00.54 87.00 E3DIV1SION` iN 0 N 87.00 UNPLATT ED 375 ° ' S 89 56 4.0 " E 87.00 EIGHT O o 4 /0,128 5 t7i -74.25 -, EASEMEN 12 U 0 0 _ C 10,128 U,- N --74. 52 --, N G� -74.52 - 10,144 4' ..I EIGHT 0 S.05°33 3 3 0614 W 5 0.23 3 LOT 2," 7 T. Wid Strip . m O O 0 6' WIDE 'DRAINAGE ..1 Di 8 'UTIL lTY EASEMENT D 11 NCO° 03' 20 "E 3000 r , 0 >4 5 10,143/ fi 5:05 ti `8 O o. . , 10 e 0. Z Z W , N 89° 56 40 . W, 87.00 4 o , 15 0 0 N 13' - 1 4 min m � /o;0/a m 1°;"25w8 er 0 -.± /0 005 m ., 1 f / . 144 m o, � , O O o - EASEMENTW `D - IDE .O DRAINAGE 8 O UTILITY I3 s �'(� S7 ' z z 69.91 - 87.00 -- \ ■ CO 18 r m 1 027 as 87.00 . ':. N89° 5640" W 342. 7 6 SPOKAIE SCALE =I " = 100 0 0 142.62 3- t0 SE CORNER SECTION :35- 26 '-44 Spokane County Engineer's Corner #3545 Fnd. Brass Cap. in 'Mon, "Case Existing .R.P.s Tk'. in of P. Pole, N :23 'W. , 59.38' Tk. in NE side of Traffic Light Pole, N.46 °W., 47.25' Tk..in T. Pole, '1'1.25 ° E., 53,33'' THE S 1/2 OF SECTION 35, T 26 N , R.44 N89 °56' 40 "W Q" 35.00 /0,792 0 N 89 °56' 4-0" W v. 85.86(R) P: xs Pr'e "s i dent 0 140.83. 35.00 A ,gb o r s � . o ° R l' ti 16 ` 0 10,625 0 r N89 °56' 40 "W 83.80(R) h A , 2--" y /0,.487 0: , mss r - ti 141.04 33.00; TUPPER, ' INC. 0 -•I O 0 O .-I 0 0 3 rn N 0 O 0 N Ii; t'IITNESS 'THEREOF, OLD NATIONAL BANK OF WASHINGTON FINAL PLA- OF COUNTY, WASHINGTON MAY 1984 Bruce u. Butler Judith A Butler IN WITNESS ,THEREOF, OLD NATIONAL BANK OF WASHINGTON, 0 'as Trustee for Faye affixed its seal (if any) th is _ day of /f . , 19 y Vice - President CEBICAT KNOW' ALL MEN BY THESE PRESENTS - that TUPPER, INC , a Washington corporation; and. BRUCE B. BUTLER and JUDITH A. BUTLER, husband and wi fe; and MERCEDES JESKE, a ,married woman deal in - her separate property; and OLD NATIONAL BANK OF WASHINGTON, 'a national bankin a ssociation as Tru stee for Faye S. Elliott, have 9 y t ave caused to be platted. into S r p to,Lot °, Blocks., and - streets the land shown lereon o . be known as . SUMMER 'FIELD EAST FIRST ADDITION sa land .being art of ' th South' `? S r , p e out 1/2 of.'_ection -3J, T.26 'N. , R. County of Spokane,- State of vlashington and bein more tf P ( 9 .par P cularly described as follows: Beginning at the S1 /4 Corner of said Section 35; thence S.89 °56'40 "E. along the South line of the SE1 4 of said Section 35. and centerline . / a ce to f 1i eo Wellesley, as it now exists 60 feet in width, a distance of 350.00 y, , feet; thence NORTH a distance of 30.00 feet to the northerly margin of Wellesley Avenue and TRUE POINT OF BEGINNING; thence corl`iiuing .. NORTH a distance of 903.42 feet; thence WEST a distance of 700.00 feet to the easterly boundary of SUMMERFIELD y boun a y o Lot 3, Block '2 of SU,1 EAST as er final plat thereof . t recorded f P 1nVl m 7 P ouel o lats page 9, P � P 9 in the Auditor's ' Off f Office o said County; thence northerly .`' ce al n o to , y 9 h easterl boundary of SUMMERFIELD following ELD EAST�the ollowin four Y y 9 courses: (1) NORTH a distance of 6.10 feet; 2 ° I 1 N.1 8 34 40 E . a distance of ( stance o 146.87 feet; 3 N..12 °01 08 W. a distance f f ( of 52.56 feet; 7 1 II 4 N 23 53 53 "E. di ( ) a distance of 130.45 feet; • 5 thence EAST S ce EA a distance ce o f 69 1 0 feet; thence 35 '�6 n E.. a ' distance of 125.39 feet; t., thence.S.65 27 23 E. a distance of 75.56 feet; thence e e N.74 28 06 E. a di of distance o thence 120.00 feet; h ,te S.13 °55'30 a distance - f e 8 ° ' O", to ce o 75.19 feet; thence S.�9 56 40 E..a distance of 36.43 feet; thence S.00 °03'20 "W.c a distance of 120.00 feet; thence 5.32 °37'45 "E.. a distance of 59.41 feet; thence S.00 °03'20 "W. a distance of 120.00 feet; thence S.89 °56'40 'E. a 'distance of 375.09 . feet; thence e S 0 0 2 5 I 9 t 1 1. a distance of 560.01 feet thence ' p I feet; o ' 1 P 56 40 /J. a distance of nce o 342.67 - thence S;00 03 20 W. a distance feet; of 130.00 ' ° " ; eet, thence 5:05 33 O6 W. a distance of "50.23'feet thence 5.00°03'20"W. a dies an feet ce f o 140.00 eet to said northerly margin of Wellesley Avenue; thence N,89 °56'40''W. along said northerly margin a distance of 274.93 feet to the TRUE POINT OF .BEGINNING. of this legal description n Containing Acres, Cres more or 9 , mo e o less And th e do hereby dedicate to public �cusefry r forever the streets and roads oads shown within this tat. Lot 9, and Lot 3i p Block 5 and Lot 2, Block 7 an� `ot 3, lock 9, all one (1') wide strips hereon, ( st i s as shown hereon e -hPr p hereby dedicated to Spokane , ne Count P y. as n eeral county property, to be dedicated Y P P y, e ded Gated for road ur oses forever, at such P P time as the roads are continued as full width rights of -way, or until adjacent . lands are platted. _ All <dr� veer approaches a s oaches 'shall conform the road y PP t e_ bans on file in County Engineer' Office. E veer s f O i Ce. Access : permits are 9 pe ts, a e re a ulred` for Nall required approaches. Direct access from individual lots to Wel'esley Avenue is hereby prohibited. A public water system, acceptable to County and State health P y e ealth authorities, the local fire district, and water.su supplier er ( urveor will be within this plat, PP P y ) P and h t e subdivider e will r .d ovi for individual o individual d omesti c water service asw well e as fire e rotectlon' to - each ch T ot prior to sale of a e each P o eac lot. Use of private wells P nd a P water systems Water is prohibited. 1J ate/ service y se vice or this plat shall be provided ded in P e ov P P accordance with the Coordin ated Water System plan for o Spokane •.:Count. amended. Y P County, as No more than one dw ll� e n structure all be placed on any lot, r.sh 9 o all?.an P y any lot further be h r subd urt e i` ' I vided for o the purposes u ores of . creating t,; c eatn additional or P P 9 o al 1 -0tS 0 building 9 sites without filing replat. -L Lots 21 and 22, Block 6 `r Lego b 9 t building sites. e 9 s. Easements for or drain ae are reserved over a five foot strip e oot 5 wide e qtr 1 along ( ) P side of r ante i r 0 lot lines 1 nes and over the e rear five feet 5 of o each l o . Within t 1t 1n these easements, no _ o tr s ucture planting or 0 other er material a shall b structure, be placed p ace or ' er_ 9 P p m' Ott d remain t o emain wh'` 1ch may change e th direction d� ect n f'f y o of flow :of drainage <.channei s in 9 the easements, or which may obstruct or retard the flow of water through drainage channels in the easements. The easement f e t o each lot and ail m p rovements in it shall be maintained b the owner of the lot, for except or those :gym r'v n' for y , p o e enis or P which ch a b ' u lic authority or i ' ut utility n t � co an i P is responsible. y P Y A six foot ;(6 wide utility and drainage ''`easement lying .a �' fr n adjacent , y 9 . 7 to a ,,ant and flanking street tetl e of 1'n � es for the o t e purpose of installing, operatin g and iaintaining utilities for drainage swales and drainage facilities to d ispose of runoff is hereby granted. The - :Count of Spokane is hereby granted � and e y 9 County s h, eb the ," ' E Yc , r " ess to all f egress six foot 6 wide utility and drainage . ' ( ) a d a n . y J ce t to she ubli rights h is f.' o way. _T The property r maintain P e t 'own owner 9 .Y P p y e shall , the six foot .6 wide utility and drainage na e' easement with a- permanent 1 iv 'c cover of e o _ 0 lawn awn turf optional P with o ti flow and /or trees, obstruct the ,1 ti' which do not obstruc e ot. and percolation of storm drainage g water in the drainage by I aina e Swale as indicated b �ne grade of adjacent 9 � 9 streets....:. Subject to specific application approval and issuance of permits by the Health Officer the use of - individual on -site ti n to :seva e systems may be h �' aut orized. Dry Y Y sewerage lines as approved and required by the ;governing municipal shall be f y installed' in the platted The Owners or E property. 0 e s o Successors in interest agree tp' authorize the County to place their names on a petition for the formation of a ULID by petition method pursuant to RCW 36.94 which the petition includes the Owners' ', property and further not to object by the signing of a protest `petition against the forma,.tion of a UL by resolution method pursuant 3 includes the P ua It to r2(,,i Chapter 36.94 which includes th Owners' property. PROVIDED, ;this condition shall not prohibit the Owners or Successors ' fr -oo ob)ection to any assessment(s) on the property es a - ,result of improvements called for in con unction with the formation of a IJLID by either petition or resolution method under Rll: Chapter 36.94. Each dwelling unit shall be dout'le p`lunrbed for connection to future area -wide col 'lection systeils. A one ' time fee of 558.00 per lot payable to Spokane County in care of the Spokane County Parks and Recreation Department and a one time fee of 5168.00 per lot payable e to East Val ley School District No. 361 shall be owing, due and collected by the Spokane County Building Codes Department in addition to any other fees of said department ` prior p p or to issuance of the initial building permit for any lot. Said 558.00 fee and 5168.00 fee are each subject to a nine percent` (9 ) per annum increase each year on the anniversary of the final plat approval by the Board of County Commissioners of Spokane County. the said owners have hereunto set their hands and affixed their seals y) an if this , day , 19 9ercedes Jeske. E l 1 i ott, has hereunto set 'i is hand and Trust Real Estate Officer SURVLYOR:' S Ci_.RT I F I CA if This map correc Ely r't'pr esent s a ;urve m fin !"y i'0 nr• ,inrlc'v• I Iv formance wi °Lb the requi rements of the Spokane County Z ��G�lifi Exatai Dieu and approved th is Examined and approved this -4 '"day Spokane County Engineer COUNTY JIdT P ' 0 Y LAI NLIIG D PART 1 c �CIT Examined and approved 'thi s da f - -- y o Director, .Spokane County Planning HEALTH rl EA H LI .DISTRICT I xanin`d r e and approved thi � v - s of day .. a� o Examined and approve COUNi'Y UCILITIFc DEPAIZiMENT d a.Y Of of Patrick ' J. '1(>re E I S Certific ;Co fitymIter 1,';(H)1 Director, S okane Count''/ tif. i l i ti i COUNTY ENGINEER S pokane `County Health Officer I` T COUN Y ASSESSOR of u�r o Spokane County Assessor COUNTY CO-1IISSIONERS This plat approved r , r . r ov d R p e and by the he.0 County 1 , J ou ty Cor,',.�ssloner� of Spokane Cunt� P , 'Washington . n o n this da of 19 111'!'x' :r 1(111 itl t (Iir I)t - (li non( e 0772 19 Chairman Sp n oka e County 1t Commissioners o e COUNTY TREASURER U E d h r 0 hereby certify that al 1 taxes which vebe been e levied become 1e and , a becom chargeable eabTe m against the land shown`' with this' map been .,, p .. . fullyP aid this ' da y of 19 - Spokane County Treasurer ACKNOWLEDGMENTS OF E „AS.,IE 1 tCT V 0 On 0 this day of STATE _ 19 before ss 'Ire the undersigned, ) , :a �,o tar Pub1� in c and - Tor Notary the County 'of Spokane ` Washington, ,: , Stat of ,, ( c ,., y ) as 11 n ,ton -du1 commissioned i oned r _ ., , y ana s.rorn,, ne, son al t a 1 appeared ea ed ' p ,enne,.h J. To u oe r r. Y t� iP 'n _ k own o t be the President ' ofTupper, .' Inc t he corporation : t hat executed the f r a P e o e oin ins r m , t u e n t and a n c howled ed he. said instrument to be the t fr e and free vol untar. act 1 candd deed of 0 said cor r o ation for - o the _ uses and purposes � , r e P u os _s they i n mentioned e 1e t7one� and on oath . ( P , oat stated that the 1 s authorized execute ute,th� that instrument and t.1at the seal afflxed , if any) i s the ` e cox orate seal =of corporation. said co , P WITNESS last IT JES.._n, .I hand and official f ° o ) i 1 �r ,1 ca seal eetcaffr xed the `da arid written. ,a t st abo ur l above _ teT1 : i4otary Public in and for the State.ot , t 'lasnl e n n n residing at Spokane tt S ola ,- ne G STATE OF . Ii_IOfv I the ( t e un ,er s ned a Notary E ,t. i , � � 1 c � _ , nand for - the r t ss of 1 .: .s 1 t � , � o as�inl r t � , toy duly s } t 1 olni e / c � ro n_d and id � r t, r ' cr do nitc , County n " o.r ty of Spokane ) cer t� fy that on this -- day of 9 n - personal appeared before � va. ardi f . _ r P, e e c or,. t u , Ic rc dt S Jt , kc dill described i a lrarriea woman dealir�. _ ,, i > ner._ , rig scparat(.,,nrouer t ; to me know :ci bc. the i ncl , , .Y 1vr iu c i n and executed thin - , ecuted 'the wi h foregoing . t in and in.,trurlerit and ,ic.l,noaictl'u tl til a a t she signed as i s neJ , g th .Gle ._ Pr fret- and voluntary ,lr.t -and deed (.(d- for 1'Ic u 1 r � purposes r os.. ,�h mentioned. ee n rention d. 1 e E - GIVEN under my land and official seal the day and year 1'r' ;t above:wril.t.en. .Notary Rubl i c> i n tie-State and for i .o` .Washington, residing at . ,1 Dept. STATE OF WASH INGT01 ) I the uriders (tried, a Notary Pill)] ic in and for the County of Spokane )) ss certify that on this day of Judith A.. 13utler, husband and tA/ fe , to me known to be the vidtral s ties( ri bed i and who executed the ,tvi thin and fot iristruilierit and acknol that. they signed the same as thei r free and vol untary act and deed, for the uses and purpose', therein rientioned. GIVE:i under ry hand and official sea 1 the (lay and year last above wri tten. Notary Publ ic in - ' - and for the State ca Washington , residing at Spokane ss the undersigned, a Notary Publ ic in and for the State of County Spokane ) Washington, duly commissioned and sworn, Personal ly to me known to be Vice President and Trust Real Estate Officer, respectively, of OLD NATIONAL BANK OF WASHINGTON, the corporation that, as Trustee for Faye S. El 1 iott, has executed the within and foregoing instrument, and acknovriedged the sale 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 they are au thori zeo to execute the said instrur and that the seal affixed (if any) i s the corgorate seal of said corporation. ',JITNESS hand arid official seal here ,r) .affiied the day and year last above 'fritten. Notary Puhl ic in and for the State of WrIShingtoh residing at Spokane, INLAND PACIFIC ENGINEERING CO. South 25 Altamont Street Phone: (509) 535 -1410 Spokane, Washington 99202 TO : fokane DATE: CP/2/b- -- 5 /9F% PROJECT: SG1hl ne4-7` W E ATTENTION: (t Gentlemen: We are sending ( ) herewith ( ) under separate cover copies of the following: NUMBER OF COPIES AND DESCRIPTION: Contract Documents Preliminary Plat Sewer Plan Site Plans Final Plat Detail Drawings Az elr Ale/5 D /p' 44 3 Boundary Survey Water Plan Specifications Legal Description Road Plan & Profiles Reports For your: Information Approval Signature Files Ci DG/y/1 £"� YLeeiK' Remarks: &dosed /7/e ue. 7 ciI 7 C-7- y6144-- /'et'-i av-- and approvi rev / berm ?tan 7 pW ma Sincerely, INLAND PACIFIC ENGINEERING COMPANY enc. //'51 , dd //76 , ,/ Review Distribution Engineering • Planning • Surveying • Environmental Analysis RECEIVED. DEC 5 1984 County Engineering Y- \ ' 0' 4 70.09 - ` \ ' WIDE W co H 0 � /0, 270 9 A ° a' 0 I O Z N 89° 56' 40" W — 87.00 DRNG. & UT /L W 10 0 '" /0, 005 4 ° - 0 O z N 89° 56' 40" W 74.2 0 EASEMEN 12 i 9 ® i - /0, /28 0 < c N 89° 56' 40" u f2 ( 95.02 • 0 N 0 0 o N00° 03 20" E .1) 87.00 "' O P ° 13 " . mLn /0,005 w O - o DRAINAGE 8 O Z 97 ._ 87.00 c ° . 14 a /O,/44 w .'" EASEMENT 1 UTIL /TY Cl, 74 _ 52 r W ca >- cc U, N U N z 0 gn z r Z n U O z 203 LEFT 202Q 203 2020 2030 R IGI-IT 202 11bado n 888 -448 5 -83 ` IAA I v 1i_ I {i - 1 t: _L $ C./..;..." ; - A 1'11'1 1" 1 f N 1.) II IL'IJ TB M- R. R. SP1Y1= tf.1 P. S.W. CORNEA EVERGREE Isk 4 t4ELLES ELEV.= 2023.75 COUNTY DATUM ........................................................................................................................................................................................................................................................................... ............................... TRANS IT10 FROM 40' EXISTING AT STA. 2 ............... +.00800 fi o co I- t.00840 +.00900 N IN PAVING WIDTH WIDE AT END OF CURB TO 36' WIDE + P.T. (00' VG 73. 3 co' I vG . . 0 0 N + 0 2 1 :35.47 - 44.85 CURVE DATA 1i 2I °00' 33" R= 310.51 L= 113.86 T= 57.58 Cia. 113.82 - .008O0 - .00800 - .00 3 m em + ti N L 100'VC IT ........ . m d? frl 0 . N ID N N m O. 100' vC 1 6 co 0 o ti O 4.1 N «" N ..� 0 ........ ......... ....... SUMMERFIELD EAST FIRST ADDITION 'VG _( . - 90.00 - 10 WIDE DRAINAGE SWALE 4 o TOP:GRATE E LE:V= 2026 46 5 TA: 3.:.50 :::: :2026 . tl6 sTA 3 +3s 0 CON ST. 'E "B" 0 DRYWEL. WI 6 METAL AME AND GRATE TYPE 3 7"6P : 0:F: GRATE EL EV: =: 20 '-f3 5.TA4 +7.1:..52.. 1•'0F?' :OF CRATE `_=:LEV = Z.0Z7:3 �,. + : 5 +.0c oo • ..... +.c 80C • +.00800 €CURVE DATA L6= 25 °47 R= 633.86 L = 285,39 T= 145.15 C= 282. R8 L =73.82 SLIMMERFIELD EAST FIRST ADDITION - - - -- •..rte ....... .............................. 7q • 4O 10' WIDE DRAINAGE SWALE 7 • CO MST'. CURB DROP STA 3 +50 CONST CURE 0 DROP,STA 9 +26.62 10 +36:04 M 10 • OLYMPIC AVENUE .WWI.L KS.. RETURN /1= 89° 39'08" R= 20.00 L = 3 1.30 T= 19:88 c= 28.20 8 ECR 2031.29 MCR 31.98 ' 3a► BC R 2030.6q MGR 30.81 ECl2 2030.7 '} MC R 2030.72 2ETUPN 0 =83°05 `ZO" R.= 20.00 L= 29.00 T -17.72 C= 26.53 In If) 4. tO 0 W 0 0 0 En 0 0- 0 TOP . ELE ....STA 2030.35 MCR 30.2o E CON51' TYPE "B" DRYWELL W/ METAL FRAME `\,4 R11E T"(P!r 2030.05 85.65 - - - RETURN A=64°28'34" Fcc. 20.00 L2.51 T 1 61 C=\41. 4 BC R I.l00 GONS\ DRY W 30.22.. ECR 2029.70 RETURN A =108° 50' 4q" R= 20.00 L. 38.00 T= 27.9(0 C. 32.53 401308 N j + V :2029.. 94 4 TOP :G2AtE ELEV.=: 20 STA .9 }68 to LAT BOUNDARY 10' WIDE DRAINAGE SWALE TYPE : GQATE.... . +.0 -. If) r 0 .4 0 Q z m 4 a OLYMPIC AVENUE N 89° 54 40" W 10' WIDE DRAINAGE YPE 13" W/ METb.L E{ GRATE UNPLATTED I ' ) SWALE ........................... 12 ....... ............................... ............................ W x I- d 0 a I w 0 LU - w J Z 0' CL o • o� • o Q•E a) I o a) a) C . � cts ' i.Y O O fl. C C !). •_ W C V > E ctS = f ,Q T a- Li-) LD N O7 C -C C 0 0 0 PROJECT NO. 8 4 o z9 SHEET NO. 5 dF ;f 1 C En a saa Llist 0 A1 z 0 ta, 0 0 z LU 00 z z 0 . .LEFT 20 203 2030 ...... RIC.71-11 40O.C1011;A, 888-448 5-83 ......... ........ ........ ......... ........ ......... ......... 19 SUMMERFIELD EAST FIRST ADDITION .......................... . ....................................................................................................................................... ................ • • ............................ ............ . ............................................................. ......... ........................................... • .. .............. ... ....... ...... ....... ........ ........ ........ ........ ......... ......... ......... ......... ......... ...... ........ ......... ......... 18 TM- R.R. SPIKE N PP S.W. CORNER EVERGREEN . WELLESLEY ELEV.= 2023.75 COUNT \I 1DATUM ......... ......... ......... ......... ......... ......... ......... ....... ......... ......... ........ ....... ...... ..... ........ ......... ......... ......... ......... ....... ........ ...... ........ d. r‘ 60' 40' I 2 12i-00 vn ....... ......... ........ ........ ......... ......... ...... ...... ... ...... .... ......... RETURN 89°%`40" R. 20.00 L. 31.40 T. 19.98 C128.27 ECR I/ 2027.83 MCR 22 27.91 SCR 2027.81 - 75.00 RETURN 6,..90°03 12.. 20.00 L. 31.44 T. 20.02 C 28 .30 -.0080Q ................ ................ ................. 12 13 13+22.55 13 B - c R 70.10 - 41 2027.81 z < MC R ec 2 a 8.IZ 202'8.4-3 - ................. ................. ................ -.00800 .............................. ................ ......... ........ ........ ......... ....... ......... ......... ......... ........ ......... ........ ......... .............. . ....................... ......... ......... ......... ......... ......... - .00800 .... I0 cJ CL •=r 0 to 1JNPLATTED CONSTRUCT TEMPORARY ROCK SUMP. SEE DETAIL. SHEET 6 O F I3 BROAD AVE. N89°56'40" W ......... ......... ................................... ......... ......... ......... ......... ......... ......... ....................................... ......... ........ ...................................... ..... ........ ........ ...... ...... ...... ......... ......... ..... ...... ......... ....... ........ ........ ......... ........ ........................... , .......... ........ ....... ................................. ......... ......... ....... ................................. ......... ........ ................. .................... ......... ......... ......... ......... ......... ......... ....................................... ....... ......... ....... • .. ........... ......... ... .............................. ......... ......... ......... ......... ......... ..................................... ... ...... . . ......... ......... ......... ......... ......... ......... ......... ......... ............................... ........ . . • • • • ..... . ....... . ................ ... ..... .... .... ..... ......... . ........ ......... ......... ......... ........ ......... ........ ......... ......... ;" 1 ,1 E1\111.4 F. I. E tir)(11 •■■• m. ........ . ......... ......... .............................. ......... ... . ..... . . ....... ... • ..... ................ ... ......... .. ...... ........ .. ... ... LJELLESLEY AVENUE EXISTING 1489 56'40" W _\19J- °5 PAVING ..................................... LEFT eo3o ......... ......... EXISTING WELLESLEY Z0 50 ...... • ... ......... ..... .... ......... ......... ......... ......... ......... ......... ......... ......... PLAT BOUNDARY • ................. .... ... • ...... ......... ................. .. ■ ....... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ...................................... ..... .... ...... .... I0 -1 F- ....... . ..... . . . . . . .... .. . . . .... . . .... . .... ... ..... .... . . ...... ... . .... . ........................ .... • • ... 0 .11 0 9. 0 0 0 0 0 -J a + 00140 .. • • ..... ......... ... .. ... . ... . . .... .. ..... .. . ......... ......... ...... . .. ......... .. ....... ........................ .............. ........ . .. ....... In 7,9 4. O. •20 1•- 0 , 0 SUMMERFIELD EAST FIRST ADDITION RETURN • 11:90°03 . 20" R7-• .20.00 3.1.44 T. 20.02 28.,0 . cg 2029.35 MCR SIOMWALIC. 29. 4.0 8C R. 2029.25 - 104.98 - - ...... 1 .. ......... ......... . .. . ... .. .. . .. ' .... . .. . . ......... ......... ..... 004.00 . :00,59 ......... .. • • • • • • ....................................... ......... ......... ......... ......... . . .... . ........ ......... ......... ...................................... ........ . ...... .. . ... . .. ......... LA- 0 4. . ....... . ..... . .. • . .... . . . ....... .... ..... . • ........ ......... ... . ..... ......... ......... .... .................................. ........ ........ ......... ......... . ....... ......... ......... . • ..... • • • ......... ......... ......... ......... ........ . ......... .................................. ...... ....... ....... I. 0 60• 40' (\ 11+66.04 ........... ..................................... ............................................................ .............................. , ......... ...................... ......... . .... .. .... . ... . ......... ......... ............................ ......... ......... + . 003:‘,0 : . . U 0 • .. ' ... ...... .. ......... ......... .. • ....... ....................................... ......... .. ....... ......... ........ ......... ... ......... ....... ...... I EC. 2029.35 MCR • ........ . ...... : .............................................................. . ......... . ....... .................. .. ..... : ... ........ .................. ........ ... • .... ' .. .......................................................................... ......... ....... • .. ..................................... .. • ....... .. 0- 4. RETURN A= 8q 5&'40" R-20.00 L.31.40 7=19.98 Cr.28.27 t - CAZ 2028.98 "6 - 70.00 --- L S MEW A.L -.00463 . ............ ...... ... .. . . ..... ::-o0:0 : : 00 58 0 o- N 0 N ...................................... ..... .... ......... .... .... ......... ......... ................................... ..... ..... ... ..... 0 0 iO if N :..1 tZt • ....... ......... ......... ... ...... .... .... ......... ......... ....................................... ......... ......... ......... ......... ......... ...................................... PLAT BOUNDARY 0 1/ SEC 35, T. 26 N. ......... ......... ......... .... . ... • . ...... • . . ......... ......... ..... ■ .... ......... ...... • ... ......... .. . .. . ... ....................................... ........ . ......... ....... ........ ................................... IA 0 4 co 0 N ....... ....... ...... ...... UN PLATTED --- SEC. 2. T. 25 N. R. LH E.W.M. ......................... . ..... ..... ......... . . ..... . ......... ......... ......... ..... . ... ..... ... ......... ........ ......... ......... ... ......... .... . .... ......... ........ ....... ........ .................. ............... ....... .. ......... ......... ......... ......... ............. . • ....... . . .. . .... . . . .... .. . . . .... . . . . . . . ................ . ............... .... .... . . .... .... . ......... ... .. • . .. ................................. .... ..... ......... ......... ......... ......... ......... ......... ......... ....................................... ......... ......... ......... • ....... ..... .. . ...... ........ ......... ....................................... ......... ........ • . . ........ • ......... .. . . . ......... ......... ............................... ......... . . . . . .. .. ....... ... , ................................... ......... . .... ... ................................ ...................................... ....... ......... ......... ......... ....... . . ..... • • . ...... .. . .... ......... ......... ...................................... ......... ......... ......... ......... ......... ......... ......... ....................................... ......... ......... ......... ......... ......... ......... ........ ......... ......... ........ . ......... ... ......... ..... .. ... . ..... ......... ......... ....................... ......... ......... ......... ......... ......... ............. .... ...... , .... ......... ....... ....................................... ......... ......... • ....................................... ......... ......... ......... ......... ... . . .. .... ...................... ... ............................ ......... ......... .... . .... ..... • . • • .............. ......... .. • . . . .... ......... ......... ......... ......... .... ...... ........ ......... ........ ....... ........ .......................... ........ ....... ........ ... 0 tu . . .. . ...... • • • ....... ............................... .. • ...... ...... I ..................... ..... ......... ..................... .... • ..... ......... ......... ....... .... ..... ......... ......... ......... ......................... ....... ....... ..................................... ....... ......... d 0 -tzt LJ LU LU tr) ....... • • . ...... . . • • ..... • • • .. . . . ......... . . . . . . .... .. • • ...... . . ........ ......... .. .. .... • .. ... ....................................... ......... ........ ......... ......... ........ ........ ........ ......... ...... ......... ........ ........ ........ III o •111111111 . L1.1 PROJECT NO. 84O2 SHEET NO. 2 OF 13 ..... ............. • .............. >. m O z w 0 w Lim 0 0 z Cu SHEET NO. I 0 F 13 2030 LEFT 2.02 2030 2020 .............................. 2030 .RIGHT 2040 RETURI.1 L=89°56 R=20.00 L =31.40 T= 1 9.98 C. 28.27 -t . 008.0 ........ ............................... Abadan.. 886 -448 5 -83 ........ ............................... 0 0)-00 WuEELCHA IR RAMP 20.5' 22' RETURN 90 °03'20" R= 20.00 = 31.44 T= 20.02 C 28.30 O 0 °° O N 2 00.'V C .. ...................... ECR 2009.25 20 MGR 29.40 BC R / 202°t.3s I 71.10 TBA R.R. SPIKE IN RP. 5.W. CORNER_ EVERGIZE.EN E S LEY ELEV.- 2023.75 COMITY DATUM 100.00 BC M 2 029.36 ECR 29.16, 2027.81 2028.98 1 DRAINAGE. SWALE 0 . m ......... ■C a= � N + O 0t‘t 0 v SIDEWAt. -.00804 RETURN A= 90 °03' 20" R = 20.00 L: 31.44 T. 20.02 C= 28.30 ......... ...... -L- BCR 2028.4 28.12 ECR co 0 N WHEELCHAIR RAMP sg th 19 80.00 - 0.0.80C) -.00800 ......... ......... v coci 0 N 1-. co 0 n In 0 cr 4 1D 2 IO' WIDE DRAINAGE SWALE SIDEWALK 36 50' 1 +95 3 0 0- Z 18 80.00 BCR I10.02 1 MCR 0 7.83 ECR 27.9 wu4 2027.81 22 3 z SUMMERFIELD EAST FIRST ADDITI0IJ vto 0o N 0 N RETURN = 89 °56'40" R= 20.00 L. 31 .40 T. 19. C. 28.27 - 00800 g:c1 I7 80.00 LURNS NORTH S10 WALK STA 0 m TOP GRATE H 0 Co 94.98 ...`.t+ 00 co N N 0 � � N 0 TOP: G RACE : ELEV = 2026: STA 4t00 CONST. TYPE "B" DRYWELL W/ , METAL FRAME -RATE TYPE 3 80.00 21 0 0 ELE V = :2026:.02 : ... .............................. 0 100 Ib nn CONST. CURB DROP •TA. 4 +00 4 RETURN c10 °03'20" R= 20.00 L= 31.44 T= 20.02 C= 28.30 a " N a- ....... ...... 1 c. cr 0 N Lft ctl N ' N 0 sr. -0 N N N N VC WHEELCyAIR RAMP BG 202 MGR 260.9 (o ECR 2026.7 + 00800 ...... ........................... *...0 N 0 N 0 DELETE DRAINAGE SWALE FROM STA.5 +00 TO 5 +2I. LT. SIDE LI+ 90 a• 15 80.00 t00 t ..Q.U..B.:o.o O la . N N 0 N a O .. .. ... ..... ............... 1n LL DC c?- N N ' _ CONST. CURB DRQP1\ ' IE IN = 3M 2 STA. 6 +00 \\ . IE OUT= 22.03 EC 202(, .74, CONST. TYPE ' W/ METAL FRAM TYPE 3 a° 0 N 0 Its 0 In N too'vc ...... ............................... SCR 95.02 2027.06 MGR 7.16 oD N 0 N - 00850 - .00.8.30 co co N - 0 RETURN 89 °56' 40" R= 20.00 L= 31.40 T= 19.98 C = 2827 - 008.30 6 0 TOP: GRATE ELE V:= 2026:00 5TA. 5 4 o 00 f` Cu OD .9 N 0 0 ,6 0 + N O N In N N X4 ... 0 � N . 9 0 Cy 100 VC 100'VC 100' VC . .................. N 0 ill 3 Q DRYWELL oc $ GRATE ° 0 0 + 4 N N O N N N 0 8 15 ROAD 80.00 U) 0 *.. N t ao 0 94 .98 BCR 2027.52 MCR 27.91 ECR I I 2028.30 RETURN 6= 90°03' 20" R= 20.00 L= 31.44 T= 20.02 C. 28.30 N ......... ......... 100 wc ...... :: TOP : GRAT.E :: ELEV C 21.26..00 N lri ±Q.Q IoO�VC ......... 12 80.00 WHEELCHAIR RAMP ..... . o- 0 In N 0 .............................. 0 0 ao N O L 68.410 CURVE DATA A= 29° 30 R= 664.70 L = 342.23 T 175.00 C= 338.47 L -96. BCR 2028.07 MCiZ 28.18 E CR 20 28.30 RETURN 88°29`02" R= 20.00 L= So. act T= 19 .48 C- 27.91 008:00 fi .... .............................. 10 -+ 0.0.8.00 10' WIDE DRAINAGE SWALE 7 +70 CON`T CURB DKoP g / STA. C0 N ST TYPE "13" DRYWELL YPEW3 M AL FRAME GRATE S1_ 0 ....... ...................... TOP: GRATE ELEV. = 2027.4 STA .84706:9 SUM MERFIELD EAST FIRST ADDITION 0 .... ............................... L (0 SCR / 2029,73 MCR 30.00 EGR 2.030.28 RETURN &= 108°50' 49" R. 20.00 L= 38.00 T= 27.96 C= 32.53 I0 RETURN L. 83° 05'20" t2= 20.00 L= 29.00 T= 17.72 C: 2!0.53 8 50' to 30.81 BC R BC 12, 30.20 ECR 2030.05 2 oo 0 RETLIWN R 20.00 ol ei RETURN IZ= 20.00 ECR 2030. 66 31. 98 BC R 0 10' WIDE DRAINAGE SWALE A SPOKANE COUNTY STANDARD ROAD NAME I GN (ROAD NAME. AND STOP SIGN AT BURNS WELLESLEY ) SIGNS SHALL BE. LOCATED AS SPECIFIED IN THE MANUAL OF UN IFOR M TRAFFIC CONTROL DEVICES . • 008 00 PLAT BOUNDARY CURVE DATA R- 514.01 C= 149.53 00 co co 0 /1 I- •_ i 4/ I - C13 Cf 1 N.21 °00'33 "E. 2 N.25 °47'48 "W. 3 N.77 °13'38 "E. 4 N.64 °12'12 "E. 5 N.60 °30'00 "E. 6 S.66 °29'58 "W. 7 N.68 ° 58'47 "E. O l 11 , 21 07 0 1 W. 8 N. 9 N.21 °42'24 "W. 10 S.61 °08'20 "W. 11 S.76 °03'07 "W. 12 N .50 °03 i O1 n E. 13 S.49 °56'21 "E. 14 S.87 °59 "W. 15 S.80 ° 03'16 "W. 16 S.72 °04'23 "W. 17 5.64 °17'32 "W. Cl C2 C3 C4 C5 C6 C7 C8 C 9 C10 Cll C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 Inland Pacific South 25 Altamo 509 535 - 1410 LO RADIAL BEARINGS Chord 0 CO N.11 N.26 °30'01" N.14 °45 N.27 °38'54" N.19 N.21 °08'11" S.77 °06'06" S.79 ° 29'43" S.23 ° 55 1 53" S.70 ° 17'02" N.45 ° 01'40" N.44 °58'20" Varies N.45 ° 58'21" N.36 °03'52" N.57 °49'34" S.28 °18'58" N.88 °15'50" 14.86 5 ° 8'16" S.26 °56'20" J S' •/ 1J 27°13'0/�1I " • • m 0 73.77 2 11,001 0 0 Z , ' 1 65.00 C8, N OLYMPIC 324.85 AVENUE 3.Op in ° WEST cr N. Fnd. 5/8" Rebar per R.O.S I Book 18 of Surveys, Page 5 W. 270.73 W. 69.57 W. 338.47 W. 33.22 W. 116.59 W. 149.53 W. 282.98 E. 113.22 W. 28.26 E. 26.46 E. 28.30 W. 28.27 16.90 W. 27.77 E. 32.36 W. 21.27 E. 20.00 w. 17.30 W. 35.45 E. 45.39 E. 45.82 C19 44.85 6' WIDE 2 ~ 0 2 10,908 th LEGEND 0 O 3 to 10,625 4+ 93.72 85.00 90.00 WEST 700. NOTE: A// Lots are Subject to 5 Wide Drainage Easements along each i of all side o Interior Lot Lines and along all Rear Lot Lines. See Dedication CURVE INFORMATION 9 Bearin Chord Delta Radius Arc Tangent 023 ° 30'02 005 ° 59'58 029 °30'00" 003 °42'12 013 °01'26 "' 016 °43'38 EAST 469.10 80.00 80.00 BLOCK FIVE O 3 1- 0 4 I- 11,280 m O 11,280 dt ` a. _ -, Z Z 6' WIDE DRAINAGE 8 7 80.00 - la - 1 80.00 - 85.00 - 90.00 - DRAINAGE ol 8 UTILITY 10 0 Ct tn. -T 0 2 - 11,250 4+ N , 664.70 664.70 664.70 514.01 514.01 514.01 025 °47'48 633.86 021 °00'33 310.51 089 ° 54'12 20.00 082 ° 50'43 20.00 090 ° 03'20 20.00 089°56'40" 20.00 049 °59'41 20.00 087 °56'37" 20.00 107 ° 58'57" 20.00 064 °14'12 20 °00 002°22'03" 484.01 003 °28'21 285.51 006 °03'27 335.51 053°59'20" 50.00 054°32'43" 50.00 S1 /4 CORNER SECTION 35 -26 -44 0 0 0 0 0 272.64 69.60 342.24 33.22 116.84 150.06 285.39 113.86 31.38 28.92 31.44 31.40 17.45 30.70 37.69 22.42 20.00 17.30 35.47 47.11 47.60 80.00 0 = o 5 F /1,280 0 -I Z UTILITY ESMT. - 80.00 90.00 Spokane County Engineer's Corner #3544 Fnd. 2" Pipe w /Wire in Mon. Case Fits three R.P.s of Record Tk. in T. Pole, 5.40°E., 41.98' (Meas. 42.08') "x" on Curb, N.45 °E., 55.60' "x" on Curb, N.40 °W. , '60.32' • Fnd Monuments (1/2 rebar w /yellow plastic cap "MOORE 18091" per final plat of SUMMERFIELD EAST, unless otherwise noted) O Set 1/2" rebar w /yellow plastic cap "MOORE 18091" at angle points in bdry 00 Set 1/2" rebar w/yellow plastic cap "MOORE 18091" as centerline monuments after installation of improvements T Set 1/2" rebar w /yellow plastic cap "MOORE 18091" at all lot corners NOTE: The Basis of Bearings for this map is the bearing system of the final plat of SUMMERFIELD EAST. • 0 0 138.26 54.83 175.00 16.62 58.67 75.57 145.15 57.58 19.97 17.65 20.02 19.98 9.33 19.29 27.52 12.55 10.00 8.65 17.75 25.47 25.78 68.5i r 6 W 024 /0,625* (e) - 90.00 - 73.82 EASEMENT S 0 c° 5 ° 6 -4 Z /1,250 4 Z /0,872 * BLOCK 93.19 LOT 21, BLOCK 6 10' Wide Walkway 1,250 A TRENTWOOD ELEMENTARY SCHOOL C? :: Fnd. 5/8" Reber per R.O.S., Book 18 of Surveys, Page 5 /1,287 .v LOT 22, BLOCK 6 10' Wide Walkway 1,250 0 CU Fnd. 5/8" Rebar per R.O.S., Book I8 of Surveys, Page 5 0 0' A, � ooh h o 00 3 e4,1 4 10 (!).'e 0 N C j0 39 0 10\ 0 8 0 0 0 0 0 0 0 z o /0,000 4 125.00 WEST Io. 00 0 m 0 /0,000 4 WEST 0 0 0 20 Ir - - - - - - - - - - - 1 . 1 1 I -, 1 C ,/ tni sr\ IIV I(3J • va 0 ° r • 055' 30" E ?4 '00 u 51315.19 vao. -:.� S89 °56'40 • ,0.037 ( 36.43 O o 36. N ° ZS'�0' Z � ;0(928 a _ \c 17 2 Z or, • t5%. .12,349 0 . . ' O p 6'W UTI ESMT. /DE UR 0 \ O �1 � ° 9 17 �0 & I) 1 \ 85:65 - t 6 OLYMPIC in Cj3 0 � 4 N 69 0 N 56' 40" W 6 - \ 0 LOT 3, BLOCK 9 AVENUEN \ 136.04 iA\ I' Wide Strip e ` 125.00 12 /0,000 0 WEST 125.00 I3 /0,000 WEST 125.00 14 WEST 125.00 125.00 17 J /0,000 m WEST 125.00 125.00 19 C 9 0 10, 150 di 1 N 84° 56' 08"E i06.7° I0 m 0 /0,014 �0 m N83049' 122. II 0 10,016 0 WEST 18 0 t r co a, S I 0 0 0 0 0 0 0 10.00 0 0 15 Q o a o m W WEST -� (`- 125.00 0 0 o x 16 o O O m m /o, 000 m WEST J 0 0 0 0 0 0 /0,0000 WEST 125.00 1 0 U � - 81.60 Is =00 8 _' o UNPLATTED • IC 0 0 30' 0 0 I- 0 z 30' 0 0 N U) a o /0,6.W o° 375.09 15 77.25 S89 56' 40" E N 89 ° 56 ' " 35.00 4W 87.00 87 t 00 100.71 BLOCK o EIGHT � 142.62 O O o 0 0 to 3 to Q r J /0.005 0 ,? ti 1o,128 41 N T /0, /3/ ° iD o 13 ' 1 5 . 0 5 Z 87.00- - 74.25 - -/ in N 89° 56'40" W N WABASH 335.00 , COURT-42 N C -- 70.09 - - 87.00- - 74.25 - 3 6' WIDE !� DRNG. 8 UT7L. �u EASEMEN 12 b 0 1 m to 10 to /0,005 h ° "' 0 W 2 m W o /0,7/0 om •n , O 14 O 0 t,- 70.61- 0 m Q x/0,270 d. I z N 89 56' 40 "W 0 0 U, 0 o Y //,296 cb I O 90.00 12 o ° N 0 0 0 w m 0 /0,258 4' 6" WIDE O Z ` \ 69.91- N89 °56' 40 "W . SUMMERFIELD MERFIELD 335 00 COURT N F! Ur - 69.82 - - i 87.00 - - 74.52 W� 0 0 N 0 O 21 m O �-, tai 20 A m /0,239 P ° /0,005 P o BLOCK ., z 89.73 0' o' c N89 °56' 40 "W 95.10 N 0 0 22 o9 /2,269 4, m 1 (- N -75.00 BROAD in N89 °6'40 "W 122.55 i, AVENUE N ci / 70 w 30 > 0 o W o O O ( I - o 12,435 9s d' NORTH 30.00 -- -- 104.98 - C . N 89° 56' 40" W ; _ 274. 98 WELLESL - 35o.00 - AVENUE - - 1.55.00 -�„� - 119.9 » � N 89° 56' 40" TAI Oo 2638.43 0 0 If N 89° 56' 40" W ° 13 N tc; m -, /0, 005 4' 0 DRAINAGE 8'0 z - 87.00 - 00 0 O N • 0 • 00 S. 06 .... u w 50,23 LOT 2, BLOCK 7 l' Wide Strip N m o 87.00 I SL'BD ' S 0 M 0 r W 5 \' 63 9 8 /0,128 4 N 0 2 /0,0/6 P N 89° 56' 4 W 0 ° 87.00 0 O NJ 15 n 14 0 • , O/4 0 O I • UT L/ Y EI3T )1"'*- 7 -74.52- .� + : /0,144 4• ; to O 2'1-6' ° � W /DE DRAINAGE 0 8 UTILITY EASEMENT 0 N 00° 03' 20 "E 30.00 SCALE I n 0 o 0 c,0 c ^• 140.83 SE CORNER SECTION 35 -26 -44 Spokane County Engineer's Corner #3545 Fnd. Brass Cap in Mon. Case Existing R.P.s Tk. in face of P. Pole, 14:23 ° W., 59.38' Tk. in NE side of Traffic Light Pole, N.46 °W., 47.25' Tk. in T. Pole, N.25 °E., 53.33' �\ O 0 0 6 -4 /0,782 9 O N89 ° 56' 40 "W 85.86(R) 1 0 7 N89 ° 56' 40 "W \ (1 /0,625 * r N 89° 56' 40" W es Prident OLD 16 U , 83.80(R) 7 I N WITNESS 35 0 \ E 4 '62 / . /0.487 0 � m r� 1 9 m � -' ►� 18 r .10,144 0 o /0,027 W '9.J, 9 .J EIGHT o w 87.00 87.00 z 141.04 J 33,00 3 N 89 °56' 40 "W 342.67 TUPPER, INC. 100' • • 0 O 0 O ti 0 0 0 0 .•4 0 0 In CP -I al N • 0 O WHEREOF, the said , 19 NATIONAL BANK OF WASHINGTON A public water system, acceptable to County and State heal authorities, the local st fire district, and water supplier (purveyor) will be.installed within this plat, and the subdivider will provide f individual domestic water service as well as fire protection to each lot prior to sale of each lot. Use of private wells and water systems is prohibited. Water service for this plat shall be provided in accordance with the Coordinated Water System plan tan- for - SP County, a samended. Spokane Coun No more than one dwellin structure shall be placed on any one lot, nor shall an dwelling P Y any lot be further subdivided for the purposes of creating additional lots or building P P 9 9 sites without filing g a replat. Lots 21 an d 22, Block 6 are not building sites. n (5') wide strip along Easements for drainage are reserved over a five foot 5' each 9 9 side of interior lot lines and over the rear five feet (5') of each lot. Within these easements, no structure, planting lantin or other material shall be placed or per- mitted to remain which may change the direction of flow of drainage channels in the easements, or which may obstruct or retard the flow of water through drainage channels in the easements. The easement of each lot and all improvements in it shall be maintained by the owner of the lot, except for those improvements for which a public authority or utility company is responsible. 6 (6') wide utility A six foot ' drainage lying and Y and 9 easement Y in g ,7 adjacent to all front an flanking street lot lines for the purpose of installin operating peratin and maintaining . 9 P P9� utilities; for drainage swales and drainage facilities to dispose of runoff is hereby granted. The County of Spokane is hereby granted the right of ingress and egress to all six foot (6') wide utility and drainage easements adjacent to the public rights of way. The property owner shall maintain the six foot (6') wide utility and drainage easement with a permanent live cover lawn turf, io. e of 1 w tux with - o optional Y p p o al shrubbery and /or trees, which do not obstruct the flow and percolation of storm drainage water in the drainage swale as indicated by the grade of adjacent streets. Subject to specific application PP ecific a lication a roval and issuance of permits by ermits b the Health Officer, the use of individual on -site sewage systems may be authorized. Dry sewerage lines as approved and required by the governing municipality shall be installed in the platted property. The Owners or Successors in interest agree to authorize the County to place their names on ; a petition for the formation of a ULID by petition method pursuant to RCW 36.94 which the petition includes the Owners' 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 Owners' property. PROVIDED, this condition shall not prohibit the Owners or Successors 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. Each dwelling unit shall be double plumbed for connection to future area -wide collection systems. A one time fee of $58.00 per lot payable to Spokane County in care of the Spokane County Parks and Recreation Department and.a one time fee of $168.00 per lot payable to East Valley School District No. 361 shall be owing, due and collected by the Spokane County Building Codes Department in addition to any other fees of said department prior to issuance of the initial building permit for any lot. Said $58.00 fee and $168.00 fee are each subject to a nine percent (9 %) 'per annum increase each year on the anniversary of the final plat approval by the Board of County Commissioners of Spokane County. owners have hereunto set their hands and affixed their seals `(if any) this - day of Y Bruce B. Butler Mercedes Jeske Judith A. Butler IN WITNESS WHEREOF, OLD NATIONAL BANK OF WASHINGTON, as T ustee for Faye 5: Elliott, has hereunto set its hand and affixed its seal if an this l day of f Vice 'resident I, fru•t Real Estate Officer Examined and approved this COUNTY COMMISSIONERS COUNTY TREASURER Spokane County Engineer PLANNING DEPARTMENT Examined and approved this day of 19 Director, Spokane County Planning Dept. COUNTY HEALTH DISTRICT Examined and approved this day of , -19 Spokane County Health Officer COUNTY ASSESSOR .day' of Spokane County Assessor Spokane County Treasurer ACKNOWLEDGMENTS GIVEN under my hand and official seal the day and year last above written. - WITNESS my hand and official seal hereto filed te d • , 1 J This plat was approved and accepted by the County Commissioners of Spokane County, Washington on this day of , 19 . Chairman; Spokane County Commissioners I do her certify e e b y that all taxes which have been levied and become chargeable against nst the land shown within this ma have been fully paid , this • ' 9 / P Y P t��s I dad of \ .. 19 STATE OF WASHINGTON ) On this - da of / Y / t._ , 19 before ) ss me, the undersigned, a Notary in and for the County of Spokane ) appeared Kenneth J. Tupper to me known to be the sonally State of Washington, duly commissioned anu sworn, per- :pper' ., President of Tupper, he corporation that executed pp er � Inc., , p cuted the foregoing instrument, and acknowledged the said instrument to be the free and voluntary y act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he is authorized to execute the said instrument and that the seal affixed (if any) is the corporate seal of said corporation. WITNESS my hand and official seal hereto affixed the day and , y year last above written. ,1,., /. i Notary 11 Publ 1 ic in and for the State of Washington, residing at Spokane STATE OF WASHINaTON , duly and _worn I , the _ undersigned, ers gned, a Notary Public in and for the'S State t to ss of Washin ton dul commissioned s Y , do hereby n ; • that on this d Y of Spokane certif ) Y r; ay of //i„-,///,_, , Count 19 ', personally appeared before me, ;Mercedes Jeske, a married woman dealing in her'separate property, to me know 9 P P P Y� known to be the individual described in and who executed the within and foregoing instrument a � g t and that she signed the same __.her free and voluntary act and deed, for Y the uses and purposes therein mentioned. GIVEN under my hand and official seal the day and year last above written. i 1 , c. Notary Public in and for the State of Washington, residing at STATE OF WASHINGTON ) I, he undersigned, a Notary Public in "and for the State ss of Washington, duly commissioned and sworn, do hereby County of Spokane ) certify that on this ' day of / / 19 ',�; , personally appeared before me, Bruce B. Butler and Judith A Butler, husband and wife, to me known to be the individuals described in and who executed the within and foregoing instrument and acknowledged that they signed the same as their free and voluntary act and deed, for the uses and purposes therein mentioned. Notary Public in and for the State of Washington, residing at Spokane STATE OF WASHINGTON On this day of t`/: d : _ z� e - 19 /, before me, ss the undersigned, a Notary Public in and for the State of County of Spokane ) Washington, duly commissioned and sworn, personally appeared L >'r1 =,�, I. and ��._ C... 44.7,44.:, to me known to be Vice President and Trust Real Estate Officer, respectively, of OLD NATIONAL BANK OF WASHINGTON, the corporation that, as Trustee for Faye S. Elliott, has executed the within and 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 they are authorized to execute the said instrument and that the seal affixed (if any) is the corporate seal of said corporation. ear last above written. P in = anG IJotan _ Public ;f' �r y the State o Washington, residing at Spokane e /z - \ / ;) ^� Irnn r_tI r .)IVII V lI_i \, I i `.v • 0) Engineering Company nt Spokane Washington 99202 UNPLATTED 4 .2` 5 ; 5 6 �99 ", Z so 00 OR • FINAL PLAT OF SUMMERFIELD EAST FIRST ADDITION BEiNG A SUBDIVISION IN THE S 1/2 OF SECTION 35, T 26 N., R.44 E., W. M. SPOKANE COUNTY, WASHINGTON MAY 1984 DEDICATION KNOW ALL MEN BY THESE PRESENTS that TUPPER, INC., a Washington corporation; and BRUCE B. BUTLER and JUDITH A. BUTLER, husband and wife;, and MERCEDES JESKE, a married woman dealing in her separate property; and OLD NATIONAL BANK OF WASHINGTON, a national banking association, as Trustee for Faye S. Elliott, have caused to be platted into Lots, Blocks, and Streets the land shown nereon to be known as SUMMER- FIELD EAST FIRST ADDITION, said land being part of the South 1/2 of Section 35, . T.26 N., R.44 E.W.M., County of Spokane, State of Washington, and being more parti- cularly described as follows: Beginning at the S1 /4 Corner of said Section 35; thence S.89 °56'40 "E " along the South line of the SE1 /4 of said Section 35 and centerline of Wellesley, as it now exists 60 feet in width, a distance of 350.00 feet; thence NORTH a distance of 30.00 feet to the northerly margin of Wellesley Avenue and TRUE POINT OF BEGINNING; thence continuing NORTH a distance of 903.42 feet, thence WEST a distance of 700.00 feet to the easterly boundary of Lot 3, Block 2 of SUMMERFIELD EAST as per final` plat thereof recorded in Volume 17 of Plats, page 9, in the Auditor's Office of said County; thence northerly along the easterly boundary of SUMMERFIELD EAST the following four courses: (1) NORTH a distance of 6.10 feet; (2) N.18 °34'40 "E. a distance of 146.87 feet; (3) N.12 °01'08 "W. a distance of 52.56 feet; (4) N.23 °53'53 "E. a distance of 130.45 feet; thence EAST a distance of 469.10 feet; thence N.79 °35'56 "E. a distance of 125.39 feet; thence S.65 °27'23 "E. a distance of 75.56 feet; thence N.74 °28'06 "E. a distance of 12.0.00 feet; thence S.13 °55'30 "E. a distance of 75.19 feet, thence S.89 °56'40 "E. a distance of 36.43 feet, thence S.00 °03'20 "W. a distance of 120.00 feet; thence S.32 °37'45 "E. a distance of 59.41 feet; thence S.00 °03'20 "W. a distance of 120.00 feet; thence S.89 °56'40 "E. a distance of 375.09 feet; thence S.00 °25'19 "W. a distance of 560.01 feet; thence i P�.89 ° 56 t 40 n W. a distance of 342.67 feet; thence S .00 ° 03 i 20 n W. a distance of 130.00 feet, thence S.05 °33'06 "W. a distance of 50.23 feet; thence S.00 °03'20 "W. a distance of 140.00 feet to said northerly margin of Wellesley Avenue; thence N.89 °56'40 "W. along said northerly margin a distance of 274.98 feet to the TRUE POINT OF BEGINNING of this legal description Containing 16.69 Acres, more or less And they do hereby dedicate forever r they o he e y e icate to public fo ever' the streets and roads shown within this plat. Lot 9, Block 5 and Lot 2, Block 7 and Lot 3, Block 9, all one foot (1') wide strips as shown hereon, are hereby dedicated to Spokane County as general county property, to be dedicated for road purposes forever, at such time as the roads are continued as full width rights of way, or until adjacent lands are platted. All driveway approaches shall conform to the road plans on file in County Engineer's Office. Access permits are required for all approaches. Direct access from individual lots to Wellesley Avenue is hereby prohibited. survey made by me or under my This map correctly represents a °ul .e, direction in con - .,,, _. _ or _. „ formance with the requirements of the Spokane County Platting Ordinance. Examined and approved this /= day of G�ZGCi 2 Patrick J. M6ore, RLS Certificate Number 18091 COUNTY UTILITIES DEPARTMENT Director, Spokane County Utilities COUNTY ENGINEER Examined and approved this '- , day of ! - r r COUNTY , 19 1-.