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PE-1423D-921 uvuc It 430-LLVJ [pate Submitted Description Initials _ 3 / L' / i 1 - AGREEMENT TO PAY FEES COMPLETED / / C) / 9 — FINAL PLAT FEES COMPLETED _/ / NOTICE TO PUBLIC # COMPLETE- / C - ic —9 Z OR NOT NEEDED NOTICE TO PUBLIC NEEDS TO BE SIGNED r likSib ybig ACf � - 4 - N '1 f a c M S MMf 1 e .,SV R v CTy 041 p..p - 4 -21 -9 ? _ C- crnA- -,-e - - j - a Or--7 P p vilZ d yp.3/1?- a- tei( d- 4 e ,.ew.a : - __ okay._ Al 12- . A/ P.L» : 4 . alms-- ,c-° G' /7 CrrnMe,,, s e s cr(Lcr!' iv 2 - z , . L 4 x- D .6 _ . -- - ■t► 45/3 ,As„,o ova - � f >s1 • - as -13 2e l p,: L�9N c.t'-f F/COAi uviC C (c r P73 a —14 - ) 4 ?& &eAE7� 6ri 6/ g p review. or Date to Review Date to AA & DR Date Received 03 -30 -91 Time Time Project Name RIDGEMONT EST N04 5TH ADD SITE ADDRESS 20TH/ TIMBERLINE Contact person FLOOD ZONE Yes Water g_ Sewer 5_- School 156 Planning Contact Person BL G. PERMIT # - - FILE# 9 P 14231) Related File # ( ) Address 12929 E SPRAGUE -SPO, WA 99216 Work # No. Lots 22 No.Acres Section - Township - Range PARCEL # 25542- Applicant's Name T D C INC - KENNETH TUPPER Phone # 928 -1991 Date Conditions mailed No ✓ Engineer / Surveyor's / Architect's Name CHARLES SIMPSON Address 909 NORTH ARGONNE 99212 926 -1322 Phone # STATISTICS DATE Plat Check Fee 1 Number of Lots 2„ 2 Road Miles (New) 4i ! 2[ K Total Area MAP North Arrow r& Scale Le L. •!_—.. _ Procedures & Equipment eft Basis of Bearings RE L cL..D 7t 0 O' /1 Alb Plat Location By Title G Official Signature Blocks t Surveyors Certificate <Ie. Road Names 0 0)? Road Widths Adjacent Area 123 Lot & Block Numbers R/W Dedication designated A' ^ 1 Foot Strips ( T ' r 3 RPS on GLO Corners gq. NI Tract X Lot Areas Bench Mark Closure Ok DEDICATION Description (To Map) r 4t E. n Description (To Cert) C � , , ' tot- Owners C � 62_ 1 L � u t�& q)—�-tr_ � �D Certificate to Plat )- Z— — G coR � Rc -e t 1 Foot Strips / CG RA'/F/«r of< A) / N' i4— RID - CPR Statement / Access Prohibited , R/W Dedication • Drainage Language C' p c D° Qo 1°- Z W �: -- Food Insurance r IA" Stormwater Management Private Road Doc. #'s 114- 1, A Private Road Warning I ` ' A- Road Plans Bond Signed By Engineer 6—'46 — " l o t Mg .wasaimitnotrimaticar. Tr J�itn�� .� �.�.. I, PLAT NAME kr /f/platlist.ck P 1 42-3 1 Q, do e. nnU aTt- Es'( ► I , NO. BEFORE THE BOARD OF Cu.. QTY COMMISSIONERS OF SPOKAN. )UNTY, WASHINGTON RESOLUTION NO. 93 1061 IN THE MATTER OF ) ESTABLISHMENT OF TIMBERLANE DRIVE, ) RESOLUTION- 20TH AND 21ST AVENUES, SONORA STREET, ) E S T A B L I S H M E N T 21ST AND CHERYL COURTS ) COUNTY ENGINEERS FILE NO. 412 "0" ) This being the day set for the hearing on Spokane County Engineer's Report on the proposed establishment of TIMBERLANE DRIVE, 20TH AND 21ST AVENUES, SONORA STREET, 21ST AND CHERYL COURTS, proceedings for which were initiated by PRELIMINARY RESOLUTION NO. 93 -0944, 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 al other evidence adduced at the hearing; and IT FURTHER APPEARING that the rights of way have been dedicated as public road 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 Engineer on the 31st day of August, 1993, being more particularly described as follows: i ' l TIMBERLANE DRIVE - 50 feet wide, from south line of Lot 6 Block 1 (one foot strip) in Ridgemont Estates No. 4 - 3rd Addition to the north line of Lot 15 Block 1 in Ridgemont Estat"' a TNbtt -iStl Addition. 20TH AVENUE - 60 feet wide, from Sullivan Road east to the west line of Lot 3 Block 4 in Ridgemont Estates No. 4 - 4th Addition. 21ST AVENUE - 50 feet wide, from the east right of way line of Timberlane Drive to the west right of way line of Sonora Street in Ridgemont Estates No. 4 - 4th Addition. SONORA STREET - 50 feet wide, from the north line of Lot 8 Block 2 to the south line of Lot 3 Block 3 in Ridgemont Estates No. 4 - 4th Addition. 21ST COURT - 50 feet wide, from the west right of way line of Timberlane Drive west to and including cul-de -sac in Ridgemont Estates No. 4 - 4th Addition. CHERYL COURT - 50 feet wide, from the north right of way line of 20th Avenue north to and including cul-de -sac in Ridgemont Estates No. 4 - 5th Addition. Located in the Northwest Quarter (NW 1/4) of Section 25, Township 25 North, Range 44 E.W.M. and as shown by the records and maps on file in the Office of the Spokane County Engineer be and the same hereby are established as a County road and the same shall be known as TIMBERLANE DRIVE, 20TH AND 21ST AVENUES, SONORA STREET, 21ST AND CHERYL COURTS, Road File No. 412 "0". 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. BE IT FURTHER RESOLVED that the one foot strips described as follows is hereby dedicated for public road purposes: ATTEST: WIL AM E. DONAHUE OF THE BOA BY S ise_ ✓ ./a. ajP t / , Patricia A. Mummey, C A II Steven Hass air ilberg Lot 2 Block 4 in Ridgemont Estates No. 4 - 4th Addition Lot I Block 4 in Ridgemont Estates No. 4 - 4th Addition Lot 6 Block 1 in Ridgemont Estates No. 4 - 3rd Addition Lot 5 Block 1 in Ridgemont Estates No. 4 - 2nd Addition Lot 5 Block 3 in Ridgemont Estates No. 4 - 1st Addition Lot 2 Block 2 in Ridgemont Estates No. 4 - 1st Addition PASSED AND ADOPTED by the Board of County Commissioners of Spokane County, Washington this 31st day of August, 1993. DEPUTY BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON J D.E. (I TRANSAMERICA TITLE INSURANCE COMPANY FILED FOR RECORD AT REQUEST OF WHEN RECORDED RETURN TO Name Address City, State, Zip Dated 9200010921 r fax Yeitr Saki Am$ Pd...00' D.E "SKIP" CHILBERG `dtv +l:d Cc' my Truro± 9^07140429 PAUL A. BASTI E. 12929_....,.pra_gue Ave. ane, WA 99216 May 26 GIVEN under my hand a day of S (radii )..._* +9 VS � }� 0 s (1nd�4thtl) 1981 • SEAL 4a" aWASN STATE OF WASHINGTON COUNTY OF .. . ..... On this day personally appeared before me Notary Public in and for �e ington, residing at My appointment expires: SS. to me known to he the individual described in and who executed the within and foregoing instrument, and acknowledged that signed the same as free and voluntary act and deed, for the uses and purposes therein mentio `" RECEIVED FILED OR RECO REOUEST OF Jui 14 3 15 PH t " (CL• 9 a A c+ PAGE 1 2 1 • 4 WILLIAM F. i ;CHt,4' AUDITOR SPOKANE, 4 WASH . INTEROFFICE, HOY Quit Claim Deed the following described real estate, situated in the County of together with all after acquired' title of the grantor(s) therein. 01 O . 19 THIS SPACE PROVIDED FOR RECORDER'S USE: DED Spokane 92 THE GRANTOR UPPER COLUMBIA CORPORATION OF SEVENTH Washington corporation for and in consideration of right of way dedication conveys and quit claims to SPOKANE COUNTY, a political subdivision StaLt%Uar c•-•OaCt I Q', WO. %aO1 Phf v-a? That portion of the NW 1/4 of Section 25, T. 25 N., R. 44 E.W.M. in Spokane County, Washington described as follows: Begin at the NW corner of said NW 1/4; thence S 0U 39'38 "W, along the West line of said NW 1/4, a distance of 30.00 feet; hence: S89 ° 23'17 "E a distance of 42.50 feet Lo the East right of way (k /W) Line of Sullivan Road and the 'Prue Point of Beginning; thence SOO 39'38 "W, along said East 12 /W, a distance of 574.18 feet; thence N89 17 "W a distance of 22.50 foot; thence 300 ° 39'38 "W along said East R/W a distance of 250,84 feet; thence 589'20' "E a distance or 35.00 feet; thence N00'39'38 "E a dis- tance of 825.05 feet: to a point 30 feel: South of the centerline of IGth Avenue; thence N89 ° 23'17 "W a distance of 12.5 font along th.: South line of 16th Avenue to the True Point of Heginrtiig, UPPER. COLUMBIA ..CORP.ORATI.ON..OF...SEVENTH DAY ADVE TIST, W shington corporation (Fresh] nt) 1? C, By Asst. (Secretary) S1� d the corporate seal of said corporation DAY ADVENTIST, a STATE OF WASHINGTON es. COUNTY OF Spokane LPB -12 State of Washington, iii✓ -o,.�_ On this 26 ... day of ................ 19 before me, the undersigned, a Notary Public in and for the State of Wash- ington, duly commissioned and sworn, personally appeared ......... ........................... Jere . ....Pa t ze and Wayne A. Se4XSQU to me known, to be the President and Asst Secretary, espectiivgGly, of ....Upp.pper.__ - Co lumbi.a-Cprp� oratio... f.. Seventh ....:ycotgdMeThtth&texecuted the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and dee i d of said corpor- iii L k b. k ation, for the uses and purposes therein mentioned, and on oath stated that 0 _ .4 SAW/ 'J' 1� rn they. are authorized to execute the said instrument and that the seal • xe is p ; Witness my hand and official seal hereto affixed the day and year first Z: a ve written • 4 4 —' ) Notary blic in and for the State of Washington, y0 . e ''\tt residing at Medical Lake T ` Pr My appointment expires: 01/07/93 flUwribmiat TRAINSAMERICA TITLE INSURANCE COMPANY Name FILED FOR RECORD AT REQUEST OF WHEN RECORDED RETURN TO PAUL A. BASTI Address E. 12929 City, State, zip. •, ° ane, WA 99216 THE GRANTOR for and in consideration of conveys and quit clainis to 9207140432 P. prague Avenue. Quit Claim Deed TUPPER & ASSOCIATES, INC. roadway purposes SPOKANE COUNTY, a political subdivision the following described real estate, situated in the County of Spokane together with all after acquired title of the grantor(s) therein. That portion of Lo according to the p in Spokane County, Begin at the NE co Easterly line of s concave to the Sou westerly, through 31.42 feet to the thence S 62 ° 20'22" Dated May 19...92... (Individual) ( Indiv id ual) STATE OF WASHINGTON COUNTY OF On this day personally appeared before me to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that signed the same as free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal this day of 19 Notary Public in and for the State of Wash- ington, residing at My appointment expires: rner of said Lot 5; aid Lot 5, 20.00 fee thwest with a radius a central angle of 9 end of curve and the E'20.00 feet to the By thence S 27 t to the beginning 8f 20.00 feet; the 0 00'00 ", an arc di Northerly line of point of beginning excise lax rai ' Sale Amt. Pd. D.E "SKIP" C Spokane FIH YIQWeY tt g U .$ R RECORDER'S USE: RECUES :OF C © © N 3 19 PH '92 WILLIAM E.. 'tiCN'.HUE t.UDIT4R SPOK :•.'i -. eel NIY, WA..TEROFFICE vuL. 13i4P Ei2 i9 5u\i�an Road Qrr � 0 . \ z. O t pq._oY 9.5`•2S4, ?0 t 5, Block 1, RIDGEMONT ESTATES NO. 4, Third Addition, lat thereof recorded in Volume 19 of Plats, page 79 Washington, described as follows: a 9200010919 HILBERC. Tanks Yjy2 TUPPER & ASSOCIATES, INC (Pre (Secretary) STATE OF WASHINGTON COUNTY OF � Spokane On this ..42 .t t '. day of ........._... /4i 19 before me, the undersigned, a Notary Publiq'in and for the State of Wash- ington duly commission and / worn, personally appeared Pr and to me known to be ' - - - President and -- S 9 - -otarYr.. -- .ie,ret..elyr-..f.. .'t* .. ssociates, Inc, the corporati•..4 tekl/h&J?r' • oing instrument, and acknowledged the said inst ntary act and deed of said corpor- ation, fo th ,•2e fi xrlYoseas.t Qrei entioned, and on oath stated that C� zedtlor�xeeu � said instrument and that the seal affixed s''t {: •. - -•�('o at3 co •ora on f; : Witnes v - ` ; •f - :+ �•(• iet'• hereto affixed the day and year first above rit •, - =�•— s W, along the of a curve nce North - stance of said Lot 5; cy and fa he State of Washington, rest My appointment xpires: / 5; ( 99 LPB -12 State of Washington, I - RANSAMERICA ' (8) TITLE INSURANCE COMPANY FILET) FOR RECORD AT REOUEST OF E. 1 Address City, Sc- -, Zip conveys and quit claims to 9200010920 Dated May 9 ?07140430 WHEN RECORDED RETURN TO Paul A. Bas ne, P.S. 1iCY� Name 9 Sprague Avenue Spokane, WA 99216 Quit Claim Deed THE GRANTOR SPOKANE VALLEY CHURCH OF THE NAZARENE, a Washington corporation and SULLIVAN SOUTH ENTERPRISES, a Washington general partnership for and in consideration of right of way dedication SEE ATTACHED the following described real estate, situated in the County of together with all after acquired title of the grantor(s) therein. .,. I ax rain c.. Sale Amt. Pd. - O.E "SKIP" CHILBERG Spokane Co'tnty Tree' 4Y/r7 9.2 STATE OF WASHINGTON COUNTY OF On this day personally appeared before me SPOKANE COUNTY, a political subdivision i a5. , 1992 . RECEIVED FILED OR RRECP$DE REOJF. ? OF Jut. ILI 3 16 PM '92 d W11 -,u E. DOM:HUr _ • AUeii OP. SPOKANE, COUNTY, WASH INTEROFFICE Spokane THIS SPACE PROVIDED FOR RECORDER'S USE: Su11war Qoad (z • • . ∎a. of Ph, .1' qj t 2. 94 G d .SPOKANE VALLEY.. CHURCH .OF- '.'D NPC'if,T'NE • b':. Awl. rS cA• V . • LPB -12 State of Washington, SULLIVAN SOUTH ENTERPRISES e Washington General A Washington c sporati axruersip , „ \ 1 A p By ( rest STATE OF WASHINGTON COUNTY OF Spokane , before me, the undersigned, a Notary Public in and for the State of VVash- ington, duly corrunissioned and sworn, personally appeared to rne known to be the individual described in and . Ear. da./ a ...7)4.-27.--21-i,‘ who executed the within and foregoing instrument, and lita-gcnk tz.,2 / and acknowledged that signed the same to me known to be the President and Secretary, Spokane Valley Churc arene as free and voluntary act and deed, I I f for the uses and purposes therein mentioned. the corporation that executed the foregoing inst tr.tri4it the said instrument to be the free and voluntary authorized to execute the sa itti "t q _.. day of above written. 1 Notary Public in a'nd for e._._ of Wash. Notary Public in and for the State of as;upg,.on, ington. residing at residing at 72... My appointment expires• My appointment expires: L., - b VOL. � 3/ 4i P 12 b That portion of the NW 1/4 of Section 25, T. 25 N., R. 44 E.W.M. in Spokane County, Washington described as follows: Begin at the NW corner of said NW 1/4; thence S 00 ° 39'38 "W, along the West line of said NW 1/4, a distance of 855.00 feet; t h en c of S1 e2Q'22"E a along distance of 20.00 feet to the East right of way (R/W) Sa i R/W, and the True Point of Beginning; thence S 00 39'38 "W, 9 . 4 - a distance of 550.00 feet to the North line of fo ge2ont Estates N thence 5th Addition, being the North line of R/W S 80 °20'22 "E, along said North line, a. distance of 35.00 feet; thence N 00 °39'38 "E a distance of 550.00 feet; thence N 89 ° 20'22 "W a distance of 35.00 feet to the True P.O.B. ss. VOL. nil 4 PAGE 12 9 7 STATE OF WASHINGTON County of Spokane ) On this c:;• 11 day of May , 19 92 before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared At2 r rtc • .� - and to me known to be the President and Secretary, respectively, of Sullivan South Enterprises, a Washington general partnership the corporation that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that authorized to execute the said instrument and that the seal affixed (if any) is the corporate seal of said corporation. GIVEN under my hand and official seal the day and year last above written. • xo ' � y I VI e f. � el• .. . 1 .. /? a il so L11/ � oQE../H 94. � .. ''_., a of z i- ACKNOWLEDGMENT, CORPORATION Notary Public iy for the Form No W-10 residing at My appointment expires: � ..o G r p t ' ° f O a (: :. T ' - d4 f p— ' \< \ ; ') 3 U \t 930'7�.'04�#� VOL. 5 f AGE 473 SPOKANE COUNTY ENGINEERING DEPARTMENT SPOKANE COUNTY, WASHINGTON ` a R o ad DRAINAGE EASEMENT CO. 4 1 1 932S2 9 c THE GRANTORS, SULLIVAN SOUTH ENTERPRISES, a Washington partnership, for and in consideration of mutual benefits, the receipt of which is hereby acknowledged, grants to Spokane County, a political subdivision of the State of Washington, an Easement over, under, upon and across the hereinafter described lands situated in the County of Spokane, State of Washington: SEE LEGAL ATTACHED. RE FILED O; RECOR,pEOE RECD:' .' JUL Ia -1 30 P9 '32 SPON :4i?, CUNTY. WASH. R. E. Dat spc r,. INTEROFFICE The Easement granted to Spokane County and its authorized agents is for the sole purpose of allowing natural drainage and /or runoff over and across the above described lands. The Grantor(s) hereby agree not to obstruct, artificially collect or discharge the flow across or adjacent to the above described lands. The Grantor(s) agree that Spokane County accepts no responsibility for maintaining the drainage easement. The Grantor(s) accept complete and total responsibility for the construction and perpetual maintenance of the facilities located within this drainage easement per plans on file in the office of the Spokane County Engineer. The Grantor(s) hereby releases Spokane County, and all its officers, employees, and agents from any responsibility or liability for any damage whatsoever including inverse condemnation by or to any and all persons or property arising out of or in any way incident to or attributable to the storm drainage within said easement. The Easement described hereinabove is to and shall run with the land: No modification of the boundaries of said easement can be made without the prior approval of Spokane County. This Easement and Maintenance Agreement will terminate upon the recording of a subdivision of said property. IN WITNESS WHEREOF, we have hereunto set our hand and seal this L day of June, 1992. Tax tsor 4t /3 1994 4‘y d, SULLIVAN SOUTH ENTERPRISES a Washington general partnership BY: \ \ I The- STATE OF WASHINGTON ) County of Spokane ) f:re:draineze.592 J KENNETH J. TUP \y SS. YOI. 131 PGGE 474 On this ‘ /J day of it «° , 19al,., before me, the undersigned, a Notary Publi in and for the State of Washington, duly commissioned and sworn, personally appeared SULLIVAN SOUTH ENTERPRISES, a Washington general partnership by Kenneth J. Tupper, a general partner to me known and executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said partnership, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute the said instrument on behalf of said partnership. GIVEN under my hand and official seal the day and year last above written. NOTARY PUBLIC IN D FOR TE /1 OF WASHINGTON, RESIDING �� MY APPOINTMENT EXPIRES: 0 � t j , •r l • EASEMENT FOR STORMWATER PONDING AREA VOL. 1 21 4 PAGE A portion of the SW 1/4 of the NW 1/4 of Section 25, T.25 N.,12 44 E.W.M. in Spokane County, Washington described as follows: Begin at the SW corner of Lot -2 Block -1 Ridgewont Estates No.4 3rd Addition as recorded in Volume 19 of Plats page 79; thence N00'39'38 "E along the West line of said Lot a distance of 40.00 feet to the True point; of beginning; thence N89' 20' 22 "W. a dis- tance of 50.00 feet; thence N00'39'38 "E a distance of 110.00 feet; thence N89'20'22 "W a distance of 300.00 feet; thence N00'39'38 "E a distance of 100.00 feet;thence N56 ° 58'14 "E a dis- tance of 360.56; thence 589'20'22 "E a distance of 50.00 feet; to I.lie: West line or said Addition extended North; thence S00'39'38 "W along the West Line extended a distance of 410.00 to the true point of beginning. KEN TUPPER • IdnGI•:MONT ESTATES NO.4 4'1'11 & 5T11 ADDITION c.L49L SIMPSON ENGINEERS N909 ARGONNE SPOKANE WAS11.99212 i 9701140 Recorded at the Request of: PAUL A. BAST , P.S. E. 12929 rague Avenue' Spok , WA 99216 THE GRANTORS, SULLIVAN SOUTH ENTERPRISES, a Washington partnership, for and in consideration of roadway purposes conveys and quit claims to SPOKANE COUNTY, a political subdivision, the following described real estate, situated in the County of Spokane, State of Washington, together with all after acquired title of the grantors therein. That portion of the NW 1/4 of Section 25, T. 25 N., R. 44 E.W.M. in Spokane County, Washington described as follows: Begin at the NW corner of said NW 1/4; thence S 00 39'30 "W, along the West line: of said NW 1/4, a distance of 855.00 feet; thence S 89`20 "E a distance of 20.00 feet to the East right of way (R /W) line of Sullivan Road; thence S 00`39'38 "W, along said East R /W, a distance of 650.00 feet to the South line of Ridgernont Estates No. 4 - 5th Addition, being the Sout.`I line of R/W for 20th Avenue and the True Point of Beginning; thence S E9 "20'22 "E; along said South line, a distance of 35.00 feet; thence S 0(Y39'38 "W a distance of 778.13 feet to the North line of the South 365.00 feet said N1'? 1/4; thence 14 89 ° : 32 w along said North line a distance oY 35.00 feet; thence N 00 ° 39'30 "E a distance of 778.26 feet to the True P.O.E. -0:9 lax Paio 9200010918 Sala Amt. Pd. c ao 01 "SKIP" CHILBERG Spokane nty Tram cb4C-C 5'792_ DATED: , 1992 SULLIVAN SOUTH ENTERPRISES, a Washington general partnership BY: nq RECEIVED Y 1. 1 1 4 r.::'E' 1300 FILED OR RECDW D ��-� REQUEST .'I l�(NTEROFFICE_ JuL 14 3 20 PM '92 51/4) oan �oad WILD:-;.' E. JON AHUE ?U011 OR SPOKANE, COUNTY, WASH. QUIT CLAIM DEED BY: ey, N 1a.01 Pi o. o y.nn. 'e G a UCE BUTLER STATE OF WASHINGTON ) County of Spokane ) On this 67 day of L / /int, 1992, before me personally appeared KENNETH J. TUPPER nd BRUCE BUTLER to me known to be the individuals who executed the foregoing instrument as Attorney in Fact for SULLIVAN SOUTH ENTERPRISES, a Washington general partnership and acknowledged that they signed the same as their free and voluntary act and deed as Attorney in Fact for said principal for the uses and purposes therein mentioned, and on oath stated that the Power of Attorney authorizing the execution of this instrument has not been revoked and that said principal is now living and is not insane. GIVEN under my hand and official seal the day and y ? ,,fern above written. htUHSy "- �Lji2L Lcz. s ? t � • . n Y • ul Notary Public in a d fog: t214' of Washington �.dy, Residing at ( d-z y5 •�� ^lb ,�� • y My Appointment ex res: ?`H��• «.�'� T3 �yT f: re, gcdtup2. 592 V 13I 41 i :W 1 • vot. i.214PA6S 472 SULLIVAN SOUTH ENTERPRISES a Washington general partnership BY: KE NETH J. TUPPER STATE OF WASHINGTON ) ss. County of Spokane ) On this G r"/ day of htne, , 1921, before me, the undersigned, a Notary Publi in and for the State of Washington, duly commissioned and sworn, personally appeared SULLIVAN SOUTH ENTERPRISES, a Washington general partnership by Kenneth J. Tupper, a general partner to me known and executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said partnership, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute the said instrument on behalf of said partnership. GIVEN under my hand and official seal the day and year last above written. f:re:draneze1.592 ( 2ILLILGZ 4 , , do/V NOTARY PUBLIC IIt Ad D FOR T OF WASHINGTON, RESIDINb AT- MY APPOINTMENT EXPIRES: .151/.,/"Y 2 3L •'r. 9 J7_12.0'40 SPOKANE COUNTY ENGINEERING DEPARTMENT SPOKANE COUNTY, WASHINGTON UU \\v ay‘ . O aCt ry / F , r 'Wo. 1z-01 DRAINAGE EASEMENT Y7/ o f 4/3`23‘2, 9Q 4d THE GRANTORS, SULLIVAN SOUTH ENTERPRISES, a Washington partnership, for and in consideration of mutual benefits, the receipt of which is hereby acknowledged, grants to Spokane County, a political subdivision of the State of Washington, an Easement over, under, upon and across the hereinafter described lands situated in the County of Spokane, State of Washington: Easement for Sformwote• Drainage on the South side of 201h Avenue, West of Ridgemont Estates No. 4 - 51h Cddilinn. • Thor portion of the NW 1/4 of Section 25, T. 25 N., R. 44 E.W.M. in Spokane County, Washington described ns 1oflow : B of the NW corner of said NW 1/4; Ihence S 00 39'38 "W, along the West line of said NW 1/4, o distance of 1485.00 feel In the South line of 201h Avenue extended; Ihence S 89 20'22 "E. along the South line of soid 201h Avenue, o distance al 518.35 fleet to the beginning of o curve concave to the Northwest with o radius of 515.00 feel; Prance Northeasterly through a central angle of 3 ° 53'38 ", and ore distance of 35.00 feel, along t 201h Avenue, to the true Point of Beginning; thence S 03 ° 14'00 "E, rodiol lo said curve, o distance of 10.00 Hi to the beginning of o nontongent curve concove to the Northwest with a radius of 525.00 feel and n rodot bumf of S 03"14'00 "E; Ihence Northeasterly Through o central angle of 6 ° 00'00 ", an orc distance of 55.00 reel, pora!Irl lo said 20th Avenue; thence N 09 0 14'09 "W, rodiol to said curve, o distance al 10.00 feet In the North line 01 said 20th Avenue and the beginning of a nontongent curve concave to the Northwest with a radius of 515.00 fed and a rodiol beoring of S 09 °14'09 "E; thence Southeasterly through o central annle nl 6 ° 00'09 ". an nrr. distance of 53.95 feet to the True P.O.B. The Easement granted to Spokane County and its authorized agents is for the sole purpose of allowing natural drainage and /or runoff over and across the above described lands. The Grantor(s) hereby agree not to obstruct, artificially collect or discharge the flow across or adjacent to the above described lands. The Grantor(s) agree that Spokane County accepts no responsibility for maintaining the drainage easement. The Grantor(s) accept complete and total responsibility for the construction and perpetual maintenance of the facilities located within this drainage easement per plans on file in the office of the Spokane County Engineer. The Grantor(s) hereby releases Spokane County, and all its officers, employees, and agents from any responsibility or liability for any damage whatsoever including inverse condemnation by or to any and all persons or property arising out of or in any way incident to or attributable to the storm drainage within said easement. The Easement described hereinabove is to and shall run with the land. No modification of the boundaries of said easement can be made without the prior approval of Spokane County. This Easement and Maintenance Agreement will terminate upon the recording of a subdivision of said property. IN WITNESS WHEREOF, we have hereunto set our hand and seal this (77-/ day of June, 1992. RECEIVED FILED OR RECORDED REM.. JUL 13 q 0 pH `QZ !F.,. SP O ;u; : ��, WASH. 1211 P:1GE 471 Da te Y ra.a§: INTEROFFICE BY: 9X'7130428 VOL. i 3144PuGE 447 SPOKANE COUNTY ENGINEERING DEPARTMENT v)ar, R oad Spokane County, Washington n t 1 w Cul -de -Sac Easement Pi °f '/5232, 90.3 ' and 1 13 - 2,3.2.9d6d The grantors, Sullivan South Enterprises, a Washington general partnership and Upper Columbia Corporation of Seventh Day Adventist, a Washington corporation, for and in consideration of Mutual Benefits, the receipt of which is hereby acknowledged, grant to Spokane County, a political subdivision of the State of Washington, an easement over, upon, and across the cul -de -sac, legally described as follow: Begin at the NE corner of Lot 15, Block 1, Ridgemont Estates No. 4, 5th Addition; thence N. 89 20'22" W. along the North line of said Lot 15 a distance of 20 feet; thence N. 00 39'38" E. a distance of 90.00 feet; thence S. 89 20'22" E. a distance of 100.00 feet; thence S. 00 39'38" W. a distance of 106.10 feet to the North line of Lot 3, Block 3 of said addition; thence S. 71 15'24" West along the North line of said addition a distance of 21.85 feet to the NW corner of said lot; thence N. 67 52'01" W. a distance of 63.82 feet to the true point of beginning. , being in Section 25, T. 25 N. R. 44 E.W.M., in the County of Spokane, State of Washington. hereinabove described lands from the date hereof until terminated by recording of a subdivision of said property. IN WITNESS WHEREOF, we have hereunto set out hands and seals this 26th day of May , 1992. SULLIVAN SOUTH ENTERPRISES, a Washington general partnership BY: CIY - \ \J\kN ( President Asst. Secretary RE;LIv::0 FILED.uF' nECOnDEE Jul 13 4 23Fi tall' !'JI'. UPPER COLUMBIA CORPOR FPION OF SEVENTH SFO,,,1 11%QU [r. /ASH. DAY ADVENTIST, a Washington Corporation %%%%%%% CORP fl J SEAL T= t 1981 , �i ' ' i � W A SH . . . . . % � / /II \ fed -fax Gsta$�9 Treas. Dale 'INTEROFFICE _ STATE OF WASHINGTON ) ss. County of Spokane ) On this 26th day of May , 19 before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared Jere D. Patzer and Wayne A. Searson to me known to be the President and Asst. Secretary, respectively, of UPPER COLUMBIA CORPORATION OF SEVENTH DAY ADVENTIST, the corporation that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that they are authorized to execute the said instrument and that the seal affixed (if any) is the corporate seal of said corporation. GIVEN under my hand and official seal the day and year last above written. STATE OF WASHINGTON County of Spokane S S. On this c 2 - day of /G /di VOL. 1 14FAGE 448 NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, RESIDING AT Medical Lake MY APPOINTMENT EXPIRES: 01/07/93 192, before me, the undersigned, a Notary in Ynd y for the State of Washington, duly commissioned and sworn, personally appeared SULLIVAN SOUTH ENTERPRISES, a Washington General Partnership by Kenneth J. Tupper, a general partner to me known and executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said partnership for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute the said instrument on behalf of said partnership. GIVEN under my hand and official seal- the day and year last above written. NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, RESIDING AT MY APPOINTMENT EXPIRES:6 / < //1f'X/ 21.4 4 i l _ c v q --d7zzfritiO A , P1W 444 X1 4.4 ■ � t< s1/4 -2/ y n ?. 6-tr OL'rt • FROM LEGAL #1 AUTO INVERSE * * * ** START 1 INV 2 INV 3 INV 4 INV 5 INV 6 INV FROM LEGAL #2 AUTO INVERSE * * * ** START 1 INV 2 INV 3 INV 8 INV 9 INV 10 INV 11 INV FROM ANGLE S 0 39 38.0 W S 89 20 22.0 E S 0 39 38.0 W S 89 20 22.0 E N 0 39 38.0 E N 89 20 22.0 W ANGLE S 0 39 38.0 W S 89 20 22.0 E S 0 39 38.0 W S 89 20 22.0 E S 0 39 38.0 W N 89 20 22.0 W N 0 39 38.0 E ANGLE LEGAL #3 AUTO INVERSE * * * ** START 1 INV 2 INV 3 INV 4 INV 12 INV S 89 20 22.0 E 13 INV N 0 39 38.0 E 14 INV N 89 20 22.0 W RADIAL S 0 39 38.0 W DELTA 90 00 00.0 RT RADIUS 20.0000 TAN 20.0000 L -ARC 31.4159 RADIAL N 89 20 22.0 W RP 15 CHORD N 44 20 22.0 W TRN @PT N 0 39 38.0 E 17 INV N 89 20 22.0 W 18 INV N 57 59 40.6 W FROM ANGLE S 0 39 38.0 W S 89 20 22.0 E S 0 39 38.0 W S 0 39 38.0 W LEGAL #4 AUTO INVERSE * * * ** START 1 INV S 0 39 38.0 W 19 INV S 89 23 17.0 E 20 INV S 0 39 38.0 W 21 INV N 89 23 17.0 W 22 INV S 0 39 38.0 W 23 INV S 89 20 22.0 E 24 INV N 0 39 38.0 E 25 INV N 89 23 17.0 W 26 INV S 3 01 27.6 W PO INV S 2 13 21.7 W DIST NORTH EAST TO 1000.00000 1000.00000 855.0000 145.05682 990.14304 20.0000 144.82625 1010.14171 550.0000 - 405.13720 1003.80097 35.0000 - 405.54070 1038.79864 550.0000 144.42275 1045.13938 35.0000 144.82625 1010.14171 DIST NORTH EAST 1000.00000 1000.00000 855.0000 145.05682 990.14304 20.0000 144.82625 1010.14171 650.0000 - 505.13055 1002.64811 35.0000 - 505.53406 1037.64578 778.1300 - 1283.61234 1028.67502 35.0000 - 1283.20884 993.67735 778.2600 - 505.00056 1002.64961 DIST NORTH EAST 1000.00000 1000.00000 855.0000 145.05682 990.14304 20.0000 144.82625 1010.14171 550.0000 - 405.13720 1003.80097 50.0000 - 455.13388 1003.22454 498.3500 - 460.87916 1501.54142 30.0000 - 430.88116 1501.88728 443.3500 -425.76995 1058.56674 28.2843 - 405.77127 1058.79731 - 405.54070 1038.79864 35.0000 - 405.13720 1003.80097 0.0000 - 405.13720 1003.80097 DIST NORTH EAST 1000.00000 1000.00000 30.0000 970.00199 999.65414 42.5000 969.54808 1042.15172 574.1800 395.40624 1035.53222 22.5000 395.64655 1013.03350 250.8400 144.82322 1010.14166 35.0000 144.41972 1045.13934 825.0500 969.41489 1054.65102 12.5000 969.54839 1042.15173 0.0003 969.54808 1042.15172 825.3458 144.82322 1010.14166 1 3 4 5 6 7 TO 1 J 8 9 10 11 12 TO 1 3 4 12 13 14 15 16 17 18 4 TO 1 19 20 21 22 23 24 25 26 20 23 23 INV N 0 47 47.8 E 0.0030 144.82625 1010.14171 3 FROM ANGLE DIST NORTH EAST TO LEGAL #5 AUTO INVERSE * * * ** START 1000.00000 1000.00000 1 1 INV S 0 39 38.0 W 1425.0000 - 424.90530 983.57173 27 27 INV S 89 20 22.0 E 518.3500 - 430.88116 1501.88728 28 28 INV N 0 39 38.0 E 570.0000 139.08096 1508.45859 29 29 INV S 89 20 22.0 E 25.0000 138.79275 1533.45693 30 30 INV S 0 39 38.0 W 547.6700 - 408.84086 1527.14305 31 RADIAL N 89 20 22.0 W DELTA 95 56 16.0 - LT RADIUS 20.0000 TAN 22.1880 L -ARC 33.4886 RADIAL S 5 16 38.0 E RP - 409.07143 1547.14172 32 31 CHORD S 47 18 30.0 E 29.7113 - 428.98665 1548.98122 33 TRNfdPT N 84 43 22.0 E RADIAL S 5 16 38.0 E DELTA 5 56 16.0 RT RADIUS 455.0000 TAN 23.5978 L -ARC 47.1534 RADIAL S 0 39 38.0 W RP 24.08476 1507.13271 34 33 CHORD S 87-41 30.0 W 47.1323 - 430.88501 1501.88719 35 TAN@PT N 89 20 22.0 W LAT & DEP 0.00385 0.00008 35 HCLOSE N 1 15 32.1 E '0.0039 - 430.88116 1501.88728 28 PREC = 1 TO 822224 No Area Status File: common.LSF Loaded. Traverse Sequence Memory: common.TSM Loaded. Workfile: SP750.L3D ready for use. Room for 43 points. Current Directory: C: \LLCOGO \WORK 6289408 Bytes free space available (157235 Points). Wed Jun 03 06:00:26 1992 FROM ANGLE DIST NORTH EAST TO legal #6 AUTO INVERSE * * * ** START 2640.25598 2849.22774 12 12 INV N 89 20 22.0 W 20.0000 2640.48655 2829.22907 97 97 INV N 0 39 38.0 E 90.0000 2730.48057 2830.26665 98' 98 INV S 89 20 22.0 E 100.0000 2729.32771 2930.26000 99 99 INV S 0 39 38.0 W 106.1000 2623.23476 2929.03681 100 100 INV S 71 15 24.0 W 21.8500 2616.21372 2908.34557 101 101 INV N 67 52 01.0 W 63.8200 2640.25846 2849.22838 102 LAT & DEP - 0.00248 - 0.00064 102 HCLOSE S 14 25 13.6 W 0.0026 2640.25598 2849.22774 12 PREC = 1 TO 156972 Area = 10100.19 sq ft 0.23187 ac Workfile: P1423D.L3D closed ERROR:Could not open workfile: 1423B.L3D Workfile: ready for use. Room for 0 points. Current Directory: C: \LLCOGO \WORK 6289408 Bytes free space available (157235 Points). Wed Jun 03 06:10:22 1992 Workfile: DUMMY.L3D ready for use. Room for 230 points. Current Directory: C: \LLCOGO \WORK 6289408 Bytes free space available (157235 Points). Wed Jun 03 06:10:29 1992 ERROR:Invalid Command: prr. ronm Omni r f1TfT NORTH EAST TO legal #8 AUTO INVERSE * * * ** START 966.13980 416.35715 50 50 INV S 27 39 38.0 W 20.0000 948.42553 407.07251 51 RADIAL S 62 20 22.0 E DELTA 90 00 00.0 LT RADIUS 20.0000 TAN 20.0000 L -ARC 31.4159 RADIAL N 27 39 38.0 E RP 957.71018 389.35824 52 51 CHORD N 17 20 22.0 W 28.2843 975.42445 398.64289 53 TAN @AT N 62 20 22.0 W 53 INV S 62 20 22.0 E 20.0000 966.13980 416.35715 54 966.13980 416.35715 50 NO CLOSURE ERROR Area = 85.84 sq ft 0.00197 ac FROM ANGLE DIST NORTH EAST TO legal #9 AUTO INVERSE * * * ** START 937.28129 645.40112 60 60 INV N 0 39 38.0 E 40.0000 977.27864 645.86226 61 61 INV N 89 20 22.0 W 50.0000 977.85507 595.86559 62 62 INV N 0 39 38.0 E 110.0000 1087.84776 597.13373 63 63 INV N 89 20 22.0 W 100.0000 1089.00062 497.14038 64 64 INV N 56 58 14.0 E 360.5600 1285.53104 799.43048 65 65 INV S 89 20 22.0 E 50.0000 1284.95461 849.42716 66 66 INV S 0 39 38.0 W 410.0000 874.98186 844.70043 67 67 INV N 62 46 31.5 W 223.6096 977.27864 645.86226 61 PLAT: /R. F t NAME: Gr S A/ DATE q - r11 5 -30 —c PLAN REVIEW CHECK LIST Read Findings and Order in file. Note any unusual conditions, check plans for them. Gather all necessary previous road plans (CRP, RID, other private development). Put Q N copy in file. f .Me i e//tn.� u n Send soils, drainage evaluation sheet to Materials Section. �.,. ,Q. a a� • Are existing utilities noted on plans? Look for these on field inspection. Put this note �G on plans, if appropriate, "Existing utilities shall be relocated prior to construction." Are "curb design sheets" or cross sections provided for widening existing streets? 6 Can existing pavement be added on to, or should it be cut back, first? — e r4,wrill Asti- 7,l Note plans in, plans out date on pink sheet in file. Note number (1,2,3, etc.) of ✓ submission on check print. Give the plans a general check for grades, horizontal and vertical alignment. Are these items shown on the plans? Is the horizontal alignment shown on plans consistent with the Road Standards? Check the typical section' - are the widths in conformance with the Findings & Order? Road Standards? Cross Slope Shown? Type of curb shown? Surfacing depths per "R" values? yw;/a a / .1-.:1 '° ►^'y -„ ' I " nr . La t1. r off. A vs A. ° av Check plans on computer using PROF1 . Design speed from Road Standards is a required input. 11 Check plans using output from "PROF1 ". (Note low points, high points on plans by station and elevation for reference in Drainage Plan Review. Note which way streets drain for reference in Drainage Plan Review.) Is verticle alignment consistent with Road Standards? Sign plan provided? Check with Traffic. 1/ Is the bench mark shown? Check the drainage calcs, drainage plan using the attached check sheet. 15. Are all drainage facilities from drainage design shown on plans? J 74 ______1 16. Has intersection sight distance been checked? jam 1 � 'O - t '' ` L ( G" \ Are BCR, MCR, ECL .,4evations shown on all curb returns? 18. Are cul -de -sac grades shown? / "o) GJ r Are curb returns at intersections correct offset? Elevation? ( 1./ 20. Are individual "208" lot plans required? Have they been submitted? FIELD REVIEW Utilities, drainage basins per map, obvious drainage channels directed toward or on property -- County Roads cut off drainage per drainage calculations? Culverts under County roads toward, away from project? SUBMITTAL: A. Plat map was.ne&submitted. DRAINAGE AND PLAN REVIEW CHECK SHEET 6/2. Drainage contour map was net submitted or "best available" contour map not submitted. ✓ 3. Road construction plans and profiles were pet 4. Hydrologic calculations were nsubmitted. -L^ 5. Culvert calculations were not submitted. Ai/i 6. Grate capacity calculations were not submitted.,✓ /j4 -- 1 fi•Ail P\,"l1 P-4 p, 7. Retention calculations were not submitted (i.e. drywall capacity, pond capacity, etc.) /✓/!Q 8. Plans and calculations are not stamped and signed by a Professional Engineer. 9. Ditch capacities calculations were not submitted. 10. Soils map was /submitted. '' ' O. l( . gl 0 11. 208 calculations were nlef submitted. 12. 208 volume calculations were submitted. DESIGN: / 0 , k–C6 -(ve 13. Water was diverted from natural watercourse. �� , Y 14. Water was concentrated where sheet flow existed. \ ateL ` 1 ee 15. Plat is within a 100 -year Flood Hazard Area. — CJ•`s o 16. Drainage improvements are ,compatible compatible with planning commission requirements. 17. Fifty year frequency was not used for off site areas s 18. The difference between present & future flow is retained on -site. INLETS: /" /t 19. Inlets are not in the stream flow. 20. Inlets are farther apart than 500'. 21. Curb and gutter inlets are not shown at sags. 22. Long vertical curves with flat grade pose a ponding problem. 23. Inlets are not tied to centerline of road (i.e. stations & offset distances). 24. Grate elevations are not shown. 25. Grates are not depressed 2 ". 26. Curb & gutter inlets are not placed on straight alignment. 27. If gravel road, 6' x 6' A.C. aprons are not shown around inlets. 28. If paved, inlets are on high side of the road. cd<IK)v \( 9') V, 0-V2,33 (Artmn•Ple 29. Catch basin or manhole special details are not shown or a standard drawing is not specified. \\\ 30. Critical low spots have been provided with overflow easements. RETENTION SYSTEM: 31. Types, elevation of grates specified? 32. Soil is not compatible for drywells (see map). 33. Drywell conflicts with underground utilities. 34. Retention system not tied to centerline or plat boundary. CULVERTS AND PIPE SYSTEMS: r35. Road culverts are not at the low point of stream flow. 36. Headwater is not calculated for culvert entrances and in catch basins or manholes for pipe systems. 37. Culvert or pipe invert elevations are not shown. 38. Station ties and offset distances to culvert extremities are not shown. 39. Conflict with underground utilities exists. 40. Energy dissipation is needed for culvert outlets. 41: Drainage easements are needed. ^ v� 'V" (40 V ruff 42. Culverts are not shown on road profiles. 43. Types and lengths of culverts are not shown. 44. Minimum culvert size of 18" is not complied with. 45. Pipe an culvert velocities do not meet required velocity of 3 fps for low flows. 46. Anchors are not shown for grades greater then 15%. Aid 47. Culverts do not have a minimum 0.5% grade. 8. Water is trapped against a fill with no culvert shown. 49. Profiles and cross sections are not shown for proposed channels and ditches. N 14 50. Ditches with eroding velocities are not lined. ÷7 0 , 51. Natural channels are not protected by easement. A/ / A 52. Where roadside ditches meet proposed paved curb return, water will not flow onto pavement. p' fl 53. Where ditch profile passes from cut to fill, provision is not made to dispose of flow property. t I 54. Easement not provided when street drainage diverted onto private property. /% 55. Perpetual maintenance of private systems not provided for. pi / A 56. Supply appropriate drainage language to Senior Plan Inspector, Permit Coordinator, Designer. — nmm- ar \socnJ \pw ch.c.d "aQ,,_ -.,_ a ` E iLpt -5- / A Y rerae / fo rm a /j jp " ,IIfi UII'1 Yoi.118f. :1184 IN WITNESS WHEREOF, we have hereunto set our hand(e) and seal(s) 1991. SULLIVAN SOUTH ENTERPRISES Kennet "' "Attorne Alfone.D. Rent Attorney in Fact )Kenneth J. Tupper and Alfone D. Rent are Attornev in Fact for the following: Alfone B. and Hilda E. Rens, husband and wife; and this L 9 8 . day Bruce B. Butler, Trustee, Bruce B. Butler, P.S. Profit Sharing Truett and James R. Wllharm and Mary Haney, Co- Trustees, Evergreen Wholesale Lumber, Inc., Profit Sharing; and Brian Jenner, Trustee, Brian Jenner „Inc., Pension Trust; and �. James F. O'Connell 1. Associates, Inc.; A Washington Corporation; and Fern B. Klaus, a single person; and Tony Higley, a married man dealing in hie sole and separate property; and Douglas Coins, Inc., A Washington Corporation; and Ronald P. Douglas and Bennie L. Douglas, Co- Trustees, . Douglas Colon, Inc., Profit Sharing Trust; and Terence R. and Marjorie P. Whitten, husband and wife; and Kenneth J. Tupper, Trustee, Tupper, Inc., Profit Sharing Trust. STATE OF WASHINGTON, .,.,,. : ).' COUNTY OF SPOKANE - ). as '- • On this ZS ' day of NAo.rG\ 1991, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn personally appeared Kenneth J. Tupper and Alfone B. Benz to me known to be the individuals described in and who executed the foregoing instrument for themselves and as Attorney � in Fact for Sullivan South Enterprises, A Washington Corporation also therein described, and acknowledged to me that they signed and sealed the same ae their voluntary act and deed and as the free and voluntary act and deed of the said principal for the uses and purpose, therein mentioned, and on oath stated that the power of Attorney authorizing the execution of this instrument has not been revoked and that the said principal le now living. IN WITNIESS WHEREOF, I have hereunto set my hand and affixed .my. official seal, the day and year first above written. • .f1.r O.w r Notary Public In.and for the State of Washington. reslding.at Spokane. '0 OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON TO: Ken Tupper FROM: Gary Nelson DATE: May 27, 1992 SUBJECT: draft "Easement and Maintenance agreement" Per your request, here is a draft "Easement and Maintenance agreement" for the easement for Grace Harvest Church from their property north to 20th Ave. We need 1) a written legal description of the easement, 2) a map which shows the legal description, and 3) a copy of the parent property deed to prove ownerships. We understand you will prepare the easement and submit it to us together with 1), 2), and 3) above prior to obtaining signatures. This is the same information we need for the draft cul -de -sac easement we previously sent on 5- 21 -92. Please contact us if you have any questions. c: \wpdoc \gary \memo The grantors, Sullivan South Enterprises, a Washington general partnership and Upper Columbia Corporation of Seventh Day Adventist, a Washington corporation, for and in consideration of Mutual Benefits, the receipt of which is hereby acknowledged, grant to Spokane County, a political subdivision of the State of Washington, an easement over, upon, and across the cul -de -sac, legally described as follow: Begin at the NE corner of Lot 15, Block 1, Ridgemont Estates No. 4, 5th Addition; thence N. 89 20'22" W. along the North line of said Lot 15 a distance of 20 feet; thence N. 00 39'38" E. a distance of 90.00 feet; thence S. 89 20'22" E. a distance of 100.00 feet; thence S. 00 39'38" W. a distance of 106.10 feet to the North'line of Lot 3, Block 3 of said addition; thence S. 71 15'24" West along the North line of said addition a distance of 21.85 feet to the NW corner of said lot; thence N. 67 52'01" W. a distance of 63.82 feet to the true point of beginning. hereinabove described lands from the date hereof until terminated by recording of a subdivision of said property. IN WITNESS WHEREOF, we have hereunto set out hands and seals this 26th day of May , 1992. SULLIVAN SOUTH ENTERPRISES, a Washington general partnership BY: \ \\ r� UPPER COLUMBIA CORPORATION OF SEVENTH DAY ADVENTIST, a Washington Corporation ` ...' \ "A1COnP0t4 #, P ........ , y _cc SEAL )T= zd, 1981 c . oyj• Cie BY: � ica� BY: SPOKANE COUNTY ENGINEERING DEPARTMENT Spokane County, Washington Cul -de -Sac Easement President Asst. Secretary STATE OF WASHINGTON ) County of Spokane ) On this 26th day of May , 19 before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared Jere D. Patzer and Wayne A. Searson to me known to be the President and Asst. Secretary, respectively, of UPPER COLUMBIA CORPORATION OF SEVENTH DAY ADVENTIST, the corporation that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that they are authorized to execute the said instrument and that the seal affixed (if any) is the corporate seal of said corporation. GIVEN under my hand and official seal the day and year last above written. tN L. K ' k .;Tr 0:-.6( Wwsw.98 ti p. . I � o: • • Vi a . STATE OF WASHINGTON ) ) County of Spokane 86. S8. NOTARY PuStIC IN AND FOR THE STATE OF WASHINGTON, RESIDING AT Medical Lake MY APPOINTMENT EXPIRES: 01/07/93 On this 0 26- 4- day of 7L7 , 19f , before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared SULLIVAN SOUTH ENTERPRISES, a Washington General Partnership by Kenneth J. Tupper, a general partner to me known and executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said partnership for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute the said instrument on behalf of said partnership. GIVEN under my hand and official . seal- the day and year last above written. NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, RESIDING AT MY APPOINTMENT EXPIRES: 7 BY: KENNETH J. TUPPER SPOKANE COUNTY ENGINEERING DEPARTMENT SPOKANE COUNTY, WASHINGTON SULLIVAN SOUTH ENTERPRISES a Washington general partnership DRAINAGE EASEMENT THE GRANTORS, SULLIVAN SOUTH ENTERPRISES, a Washington partnership, for and in consideration of mutual benefits, the receipt of which is hereby acknowledged, grants to Spokane County, a political subdivision of the State of Washington, an Easement over, under, upon and across the hereinafter described lands situated in the County of Spokane, State of Washington: A Drainage easement over that portion of the SW 1/4 of the NW 1/4 of Section 25, Township 25 North, Range 44 E.W.M., in Spokane County, Washington, described as follows: Begin at the SW corner of Lot 2, Block 1, RIDGEMONT ESTATES NO. 4, 3RD ADDITION, as recorded in Volume 19 of Plats, page 79; thence N. 00 39'38" E. along the West line of said Lot a distance of 40.00 feet to the true point of beginning; thence N. 89 20'22" W. a distance of 50.00 feet; thence N. 00 39'38" E. a distance of 110.00 feet; thence N. 89 20'22" W. a distance of 100.00 feet; thence N. 56 58'14" E. a distance of 360.56 feet; thence S. 89 20'22" E. a distance of 50.00 feet; to the West line of said addition extended North; thence S. 00 39'38" W. along the West line extended a distance of 410.00 feet to the true point of beginning. Situate in the County of Spokane, State of Washington. The Easement granted to Spokane County and its authorized agents is for the sole purpose of allowing natural drainage and /or runoff over and across the above described lands. The Grantor(s) hereby agree not to obstruct, artificially collect or discharge the flow across or adjacent to the above described lands. The Grantor(s) agree that Spokane County accepts no responsibility for maintaining the drainage easement. The Grantor(s) accept complete and total responsibility for the construction and perpetual maintenance of the facilities located within this drainage easement per plans on file in the office of the Spokane County Engineer. The Grantor(s) hereby releases Spokane County, and all its officers, employees, and agents from any responsibility or liability for any damage whatsoever including inverse condemnation by or to any and all persons or property arising out of or in any way incident to or attributable to the storm drainage within said easement. The Easement described hereinabove is to and shall run with the land. No modification of the boundaries of said easement can be made without the prior approval of Spokane County. IN WITNESS WHEREOF, we have hereunto set our hand and seal this day of June, 1992. STATE OF WASHINGTON ) ss. County of Spokane ) On this day of , 19 , before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared SULLIVAN SOUTH ENTERPRISES, a Washington general partnership by Kenneth J. Tupper, a general partner to me known and executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said partnership, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute the said instrument on behalf of said partnership. GIVEN under my hand and official seal the day and year last above written. ftre:dreineze. 592 NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, RESIDING AT MY APPOINTMENT EXPIRES: FROM WRE - TUPPER GROUP KEN TUPPER RIDGEMONT ESTATES N0.4 .1992 08:38 EASEMENT FOR STORNWATER POND N. it 44 Portion of the SW 1/4 ofshington4descri'. V .N, in Spokane County, Waa Begin at the SW corner of Lot -2 Block -1 Ridgema. .tate thence 3rd Addition as recorded in Volume 19 of Plats p. N00' 39' 38"E along the beginning; thence a N89 . 20 "W of 40. 40 feet to the True p t.arlco of 50.00 feet; thence N00'39'38 "E a distance of 110.00 ;eet; thence N89'20'22 "W a distance of 100.00 feet; thence N56'58'14 "E a distance of 360.56 feet; thence S89•20'22 "E a distance of 50.00 feet; to the West line of said Addition extend- ed North; thence 500'39'38 "W along the West line extended a distance of 410.00 to the true point of beginning. 7 ID T FELLOWSHIP 5 ESTATES 2 SIMPSON ENGINEERS N909 ARGONNE P. 7 This agreement made and entered into this 29th day of May, 1992 by the undersigned grantor, SULLIVAN SOUTH ENTERPRISES, a Washington general partnership for and in consideration of the mutual benefits, receipt of which are hereby acknowledged, granting to SPOKANE COUNTY, a political subdivision of the State of Washington, an easement over, upon and across for purposes of ingress, egress and utilities for the benefit of land in a portion of the SW 1/4 of the NW 1/4 of Section 25, Township 25 North, Range 44 East, W.M., Spokane County, Washington. WHEREAS, this easement was created as a medium of ingress and egress for the benefit of land in a portion of the SW 1/4 of the NW 1/4 of Section 25, Township 25 North, Range 44 East, Willamette Meridian, in Spokane County, Washington. An easement for ingress, egress, and utilities, beginning: The East 25.00 feet of the West 668.35 feet of the NW 1/4 of Section 25, Township 25 North, Range 44 E.W.M., in Spokane County, Washington. BY: BY: EASEMENT AND MAINTENANCE AGREEMENT EASEMENT DESCRIPTION EXCEPT the North 1455.00 feet. ALSO EXCEPT the South 305.00 feet. SULLIVAN SOUTH ENTERPRISES a Washington general partnership MAINTENANCE OF EASEMENT Maintenance of the property covered by this easement shall be by the owner of the property serviced as described above. Spokane County has no responsibility to maintain or otherwise service the private road herein described. This Easement and Maintenance Agreement shall run with the land and shall be binding upon the owners, their heirs, successors, or assigns. This Easement and Maintenance Agreement will terminate upon recording of a subdivision of said property. STATE OF WASHINGTON ) ss. County of Spokane ) On this 97'd day of 7/ 6 / , 1941, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared SULLIVAN SOUTH ENTERPRISES, a Washington general partnership by Kenneth J. Tupper, a general partner to me known and executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said partnership, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute the said instrument on behalf of said partnership. GIVEN under my hand and official seal the day and -year last above written. f:re:easeegr2.592 NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, RESIDING AT MY APPOINTMENT EXPIRES: k /< //0-y 0 m ¢O us).. _1 W 4 m Narne Sullivan South Enterprises BUYER GRANTEE e Name Spokane County Street Cam, East 12929 Sprague Avenue Street Spokane stele WA zi, 99216 city stale Zip Submit to County Treasurer of the county in which properly is located. PLEASE TYPE OR PRINT O 0 NEW OWNER'S PERMANENT ADDRESS FOR ALL PROPERTY TAM RELATED CORRESPONDENCE WILL Spokane County Name Street City /Slate Zip LEGAL. DESCRIPTION OF PROPERTY SITUATED IN UNINCORPORATED East 25 feet of West 668.35 feet of NW of Section 25, T 25 N, R 44 E.W.M. Spokane County, WA EXCEPT North 1455.00 feet ALSO EXCEPT South 305 feet. 0 Is this property currently: Classified or designated as forest land? Chapter 84.33 RCW Classified as current use land (open space. farm and agricultural, or timber)? Chapter 84.34 RCW ❑ Exempt from property lax under nonprofit organizations Chapter 84.36 RCW? Receiving special valuation as historic property under Chapter 84.26 RCW? Type Property: ❑ land only ❑ land with new building. 0 0 (1) NOTICE OF CONTINUANCE (RCW) 84.33 or RCW 84.34) 11 the new owner(s) of and that is classified or designated as current use or loresl land wish(es) to continue the classification or designation el such land, the now owner(s) must sign below. 11 the new owner(s) do(es) not desire to continuo such classification or designation, all compensating or additional tax calculated pursuant to RCW 84.33.120 and 140 or RCW 84.34.108 shall be due and payable by the seller or transferor al the time of sale. The county assessor must determine it the land transterred qualifies to continue classification or designation and must so indicate below. Signatures do not necessarily mean the land will remain in classification or designation. It it no longer qualifies, it will be removed and the compensating taxes will be applied. All new owners must sign. This land ❑ does ❑ does not qualify for continuance. DATE (3) NOTICE OF COMPLIANCE (Chapter 84.26 RCW) 11 the new owner(s) of property with special valuation as historic property wisn(s) to continue this special valuation the new owner(s) must sign below. If the new owner(s) do(es) not desire to continue such special valuation, all addi- tional tax calculated pursuant to Chapter 84.26 RCW, shall be due and payable by the seller or transferor al the time of salo. (3) OWNER(S) SIGNATURE The following optional questions are requested by RCW 82.45.120 Is property at the time of sale: a. Subject to elderly. disability, or physical improvement exemption? b. Does building, fl any, have a heat pump or solar healing or cooling system? c. Does this conveyance divide a current parcel of land? d. Does sale include current crop or merchantable timber? FORM RP/ 84.0001 3m (7188) •I155. ❑ land with previously ❑ land with mobile home used building SEE TAX OBLIGATIONS ON REVERSE SIDE REAL ESTATE EXCISE TAX CHAPTER az.45 RCW CHAPTER 458G1 WAC EMS U THROUGH lJ ARE FULLY COMPLETED YES NO ❑ ❑ DEPUTY ASSESSOR YES NO 1❑ 20 10 20 0 20 10 20 FOR TREASURER'S USE ONLY Type of Document Date of Document Gross Sale Price 1/ $ Personal Property (deduct) 2/ $ Taxable Sale Price $ Excise Tax: State $ Local3/ $ Delinquent Interest: 4 /State $ Local $ Delinquent Penalty: 4 /State $ Total Due $ (SEE I -5 ON REVERSE SIDE) DATE & PLACE OF SIGNING: Spokane, WA 99216 Thin form ie your receipt when Damped by cashier. Pey by cash or candied check to County Treaaurer. ALL TAX PARCEL NUMBERS Spokane COUNTY ❑ OR IN CITY OF 0 Description of personal property it included in sale (furniture, ap- pliances etc ) If exemption claimed, explain For roadway purposes to a political subdivision Easement & maintenance ay r_ eentezz L AFFIDAVIT I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF WASHINGTON THAT THE FOREGOING IS TRUE AND CORRECT (see $t5 reverse•`or penalties). SIGNATURE'"' X1+ Kenneth J. Tuu pr NAME (print) 5- 29 -52 Spokane SPECIFY (circle): grantor /grantee /grantor's agent /grantee's agent Address of residence or place of business of person signing (specify): EAst 12929 Sprague Avenue e. Does conveyance involve a trade, partial interest corporate affiliates, related parties, trust, receivership or an estate? L Is the grantee acting as a nominee for a third parry? g. Principal use: 1 ❑ agricultural 2 ❑ 4 ❑ apt (4+ units) 5 ❑ 7 ❑ commercial 8 ❑ condominium industrial mobile home YES NO 10 20 1❑ 20 3 ❑ recreational 6 ❑ residential 9 ❑ timber COUNTY TREASURER FAX COVF,:rt SHEET SPOKANE COUNTY FAX # (509) 456-4715 PUBLIC WORKS DEPARMENT DIVISION OF ENGINEERING & ROADS N 811 JEbFERSON SPOKANE, WA 99260 - PHONE # (509) 456-3600 sroKANZTAAs": JEFFERSON 1 DATE: TO: COMPANY: CITY / STATE: I upeEk FAX #: NUMBER OF PAGES (INCLUDING COVER SHEET): FROM: Mo,t MESSAGE /SPECIAL INSTRUCTION: S i• it C t 1 „ 1 Pek %cage A54ciffsr HEAT /s DRIIFT cuL -OE - Stac gOsthnEA \dE mezo g MOP kiH1c14 SNOWS arm g Ls erat., oescRI P ocr -1 Eilsgw\a^/r 1 co PY cft 7-1E • Aitedscr etry 7 . 4 p otit • • • VE wNtit s P. WE ()NOE& staNP YdV wILL- ra AE el "6 - r - ti EAst T 4A /D Stid th IT )1 TO ' kAS tro GET4i.Ek Wr ® Aka • (0_ PA gt- - T" 0 oars ) inte 1 erwerr ukg5. 2411 ., 30 r • i`�� SPOKANE COUNTY ENGINEERING DEPARTMENT ,gyp 00 . ppy a t � y Spokane County, Washington C6,I de ge.•t. RPOYE EASEMENT e Grantors •, for and in consider- . a:ion of Mutual Benefits, the receipt of which is hereby acknowledged, grant to Spokane County, a political subdivision of the State of Washington, a • " ^o easement over, upon, and across the Ii orp.n- ' »- '1]r06.3 "A ", "D ", and � •d! Sac ' — described lands from the date hereof until terminated by e b s cre rvor IN WITNESS ' WHE'REOF, we have hereunto set our hand(s) and seal(s) this day of , 19 92 President Gary Anderberg STATE OF WASHINGTON COUNTY OF SPOKANE ) ss On this day personally appeared before me Gary Anderberg and Gayle A. Anderberg personally known to me to be the individual(s) who executed the forgoing instrument and acknowledged the said instrument to be the free and voluntary act and deed of said individual(s), for the uses and purposes therein mentioned. :Ivan under my hand and seal this State of Washington County of SPOKANE I certify that I know or have satisfactory evidence that Gary Anderberg is the person who appeared before me, and said person acknowledged that (he, signed this instrument, on oath stated that (he /she) was authorized to execute the of instrument and acknowledged it as' the President Anderberg Chevrolet to be the free and voluntary act of such party tor the uses ano purposes mentioned in the Instrument. Dated: Seal or Stamp day of , 19 92 Notary Public In and for the State of WASHINGTON residing at Signature Gary Anderberg Gayle A. Anderberg title My appointment expires: PURPOSE The Grantors, ation of Mutual Benefits, the receipt of which 'Sook'an.e County, a political subdivision of the a . � easement over, upon, and across the cow c • Dated: SPOKANE COUNTY ENGINEERING DEPARTMENT ooy Spokane County, Washington CJ EASEMENT ..apem the hereinafter described lands from the IN WITNESS WHEREOF, We have hereunto set of , 19 92 . President Gary Anderberg STATE OF WASHINGTON ) COUNTY OF SPOKANE ) ss Given under my hand and seal this Seal or Stamp Signature Plat `143e* , for and in consider - is hereby acknowledged, grant to State of Washington, a ger1L.._ - _„ date hereof until terminated our hand(s) and seal(s) this day Gary Anderberg Gayle A. Anderberg On chis day personally appeared before me Gary Anderberq and Gayle A. Anderberg personally known to me to be the individual(s) who executed the forgoing instrument and acknowledged the said instrument to be the free voluntary act and deed of said individual(s), for the uses and purposes therein mentioned. day of , 19 92 . Notary Public In and for the State of WASHINGTON residing at State of Washington County of SPOKANE 1 certify that I know or have satisfactory evidence that Gary Anderberg is the person who appeared before me, and said person acknowledged that (hem signed this instrument, on oath stated that (he /fie) was authorized to execute the instrument and acknowledged it as 'the President of Anderberg Chevrolet to be the free and voluntary act of such party tor the uses and purposes mentioned in the instrument. I itle My appointment expires: TRANSAMERICA TITLE INSURANCE COMPANY FILED FOR RECORD AT REQUEST OF WHEN RECORDED RETURN TO Name PAUL A. BASTINE, P.S. Address E. 12929 Sprague Avenue city,sta te.zlpSpokane, WA 99216 THE GRANTOR for and in consideration of conveys and quit claims to the following described real estate, situated in the County of Spokane State of Washington, together with all after acquired title of the grantor(s) therein. That portion of Lot according to the pl in Spokane County, Begin at the NE cor Easterly line of sa concave to the Sout westerly, through a 31.42 feet to the e thence S 62 ° 20'22" Dated May TUPPER & ASSOCIATES, INC. (Individual) STATE OF WASHINGTON COUNTY OF 1 On this day personally appeared before me to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that signed the same as free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal this day of , 19 Notary Public in and for the State of Wash- ington. residing at My appointment expires: Quit Claim Deed roadway purposes SPOKANE COUNTY, a political subdivision 5, Block 1, RIDGEMONT ESTATES NO. 4, Third Addition, at thereof recorded in Volume 19 of Plats, page 79 Washington, described as follows: ner of said Lot 5; id Lot 5, 20.00 fee hwest with a radius central angle of 9 nd of curve and the E 20.00 feet to the (Individual) ss. , 19...92 By STATE OF WASHINGTON S okane S5. COUNTY OF.... .... .. �!/ �r On thus ..02 git' day of /�£ -uFf 19 !' before me, the undersigned, a Notary Publiq and for the State of Wash- ington, duly commissioned and sworn, personally appeared CGa.C.iu Fk ✓ . . and to me known to be the President and -- - Secreta -- _Tupper & Associates, ..... I.nc, th co t executed corporation that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corpor- ation, fo5 the uses and purposes therein mentioned, and on oath stated that le dS SPACE PROVIDED FOR RECORDER'S USE: thence S 27 ° 39'38" W, along the t to the beginning of a curve gf 20.00 feet; thence North - 0 00'00 ", an arc distance of Northerly line of said Lot 5; point of beginning. TUPPER & ASSOCIATES, INC. (Secretary) LPB - 12 authorized to executeAt said instrument and that the seal affixed is the corp Q rate seal of said co ¢oration. Witness / m mid d, c�cial eat hereto affixed the day and year first above writ �Y /P � L' C // 111111 I • Notary Public in and for the State of Washington, residing nt� /,r ;1c'.:�F "� / My appointment Expires: � d'r ,y /5; y � ,/ y ry /1 T RANSAMERICA TITLE INSURANCE COMPANY FILET) FOR RECORD AT REQUEST OF WHEN RECORDED RETURN TO Name Paul A. Bastine, P.S. E. 12929 Sprague Avenue Ad']rtss City, State, Zip BY: Spokane, WA 99216 conveys and quit claims to SEE ATTACHED Dated May SULLIVAN SOUTH ENTERPRISES 1 W shin ton General a tiiersfip < STATE OF WASHINGTON COUNTY OF On this day personally appeared before me SS. to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that signed the same as free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal this day of 19 ....._.. Notary Public in and for the State of Wash- ington. residing at My appointment expires: Quit Claim Deed THE GRANTOR SPOKANE VALLEY CHURCH OF THE NAZARENE, a Washington corporation and SULLIVAN SOUTH ENTERPRISES, a Washington general partnership for and in consideration of right of way dedication SPOKANE COUNTY, a political subdivision the following described real estate, situated in the County of together with all after acquired title of the grantor(s) therein. 1992 SPOKANE VALLEY.. CHURCH..OF.TXE.NAZARENE A W ington poration By - - Spokane By d cr iikt- STATE OF WASHINGTON .5 SPACE PROVIDED FOR RECORDER'S USE: (Secretary) LPB -12 State of Washington, ss. COUNTY OF Spokane On this . day of May 199 2 before me, the undersigned, a Notary Public in and for the State of Wash in gton. duly commissioned and sworn, personally appeared ..!`, 1Ct /r L - �� 1.'r 2� / and 'Zev7,, to me known to be the President and Secretary, respectively, of Spokane Valley Church of Nazarene the eo rporaliun that executed the foregoing ins trttment, and acknowledged the said instrument to be the free and voluntary act. and deed of said corpor- ation, for the uses and purposes therein mentioned, and on oath stated that authorized to execute the said instrument aad that the seal ;Affixed is the corporate seal of said corporation. Witness my hand and official seal hereto affixed the day and year first above written. J 2 22!J/ %/ ^ .- .L�:G-.? L% Notary Public in and for the State of Washington, ��77 residing at. - .L.1 My appointment expires: ` - ! - 2 That portion of the NW 1/4 of Section 25, T. 25 N., R. 44 E.W.M. in Spokane County, Washington described as follows: Begin at the NW corner of said NW 1/4; thence S 00 ° 39'38 "W, along the West line of said NW 1/4, a distance of 855.00 feet; thence S 89 ° 20'22 "E a distance of 20.00 feet to the East right of way (R /W) line of Sullivan Road and the True Point of Beginning; thence S 00 39'38 "W, along said East R /W, a distance of 550.00 feet to the North line of Ridgemont Estates No. 4 - Sth Addition, being the North line of R/W for 20th Avenue; thence S 89 °20'22 "E, along said North line, a distance of 35.00 feet; thence N 00"39'38 "E a distance of 550.00 feet; thence N 89 ° 20'22 "W a distance of 35.00 feet to the True P.O.B. PLAT cS\kocKs MT A Conk Gbh, ctco' STATE OF WASHINGTON ACKNOWLEDGMENT. CORPORATION Form No. W -14 ss. County of Spokane On this day of May , 19 9 2 before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared and to me known to be the President and Secretary, respectively, of Sullivan South Enterprises, a Washington general partnership the corporation that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that authorized to execute the said instrument and that the seal affixed (if any) is the corporate seal of said corporation. GIVEN under my hand and official seal the day and year last above written. //J ?I . a1, Notary Public i�and for the State of Washington, residing at A-.43 o/ = My appointment expires: �s 9t Recorded at the Request of: PAUL A. BASTINE, P.S. E. 12929 Sprague Avenue Spokane, WA 99216 QUIT CLAIM DEED THE GRANTORS, SULLIVAN SOUTH ENTERPRISES, a Washington partnership, for and in consideration of roadway purposes conveys and quit claims to SPOKANE COUNTY, a political subdivision, the following described real estate, situated in the County of Spokane, State of Washington, together with all after acquired title of the grantors therein. That portion of the NW 1/4 of Section 25, T. 25 N., R. 44 E.W.H. in Spokane County, Washington described as follows: Begin at the NW corner of said NW 1/4; thence S 00 39'38 "W, along the West line: of said NW 1/4, a distance of 855.00 feet; thence S 89 "E a distance of 20.00 feet to the East right of way (R /W) line of Sullivan Road; thence S 00'39'38"W, along said East R /W, a distance of 650.00 feet to the South line of Ridgemont Estates No. 4 - 5th Addition, being the Sout.'i line of R/W for 20th Avenue and the True Point of Beginning; thence S 89 "20'22 "E, along said South line, a distance of 35.00 feet; thence S 00"39'38 "W a distance of Feet to the North line of the South 385.00 feet said NW 1/4; thence N 89 °W, along said th line a distance of 35.00 feet; thence N 00 ° 39'38 "E a distance of 778.26 feet to the True P.O.B. DATED: , 1992 SULLIVAN SOUTH ENTERPRISES, a Washington general partnership BY: BY: KENNETH J. TUPPER BRUCE BUTLER STATE OF WASHINGTON ) County of Spokane ) On this day of 1992, before me personally appeared KENNETH J. TUPPER and BRUCE BUTLER to me known to be the individuals who executed the foregoing instrument as Attorney in Fact for SULLIVAN SOUTH ENTERPRISES, a Washington general partnership and acknowledged that they signed the same as their free and voluntary act and deed as Attorney in Fact for said principal for the uses and purposes therein mentioned, and on oath stated that the Power of Attorney authorizing the execution of this instrument has not been revoked and that said principal is now living and is not insane. GIVEN under my hand and official seal the day and year last above written. f:raigcdtup2.592 Notary Public in and for the State of Washington Residing at My Appointment expires: TRANSAMERICA TITLE INSURANCE COMPANY FILED FOR RECORD AT REQUEST OF WHEN RECORDED RETURN TO Name Mamas E. 12929 Sprague Avenue City,State,Zip Spokane, WA 99216 for and in consideration of conveys and quit claims to SULLIVAN SOUTH ENTERPRISES, a Washington general partnership the following described real estate, situated in the County of together with all after acquired title of the grantor(s) therein. '.hat portion of the NW 1/4 of Section 25, T. 25 N., R. 44 E.W.M. in Spokane County, Washington described as follows: Begin at the NW corner of said NW 1/4; thence S 00'39'38 "W, along the West line of said NW 1/4, a distance of 855.00 feet; thence S 89 "E a distance of 20.00 feet to the East right of way (R /W) line of Sullivan Road; thence S 00 °39'38 "W, along said East R /W, a distance of 550.00 feet to the True Point of Beginning; thence continuing S 00 "39'38 "W a distance of 50.00 feat; thence S 89`20'22 "E a distance of 498.35 feet; thence l; 00'39 "E a distance of 30.00 feet; thence N 89'20'22 "W a distance of 142-35 feet to the beginning of a curve concave to the Northeast with a radius of 20.00 feet; thence Northwesterly, through a central angle of c.)0 00'00 ", an arc distance of 31.42 feet; thence N 89'20'22 "W a distance of :5.00 feet to the True P.O.B. Dated PAUL A. BASTINE, P.S. THE GRANTOR SPOKANE VALLEY CHURCH OF THE NAZARENE, right of way dedication June ) 9 9 2 (Individual) (Individual) STATE OF WASHINGTON COUNTY OF On this day personally appeared before me to me known to be the individual described in a i who executed the within and foregoing instrumi and acknowledged that signed the s as free and voluntary act and/ for the uses and purposes therein mentioned GIVEN under my hand and official seal this day of 19 Notary Public in and for the State of Wash- ington, residing at My appointment expires: Quit Claim Deed Spokane .IIS SPACE PROVIDED FOR RECORDER'S USE: / LPB -12 a Washington corporation State of Washington, - SPOKANE - -- VALLEY CHURC&-0E- -- THE - NAZARENE °—a Washington corporation (President) 19..0 ind for the State of CVash- J appeared .nt and Secretary, !hutch k' instrument, and acknowledged nary act and deed of said corpor- entioned, and on oath stated that e said instrument and that the seal affixed Witness my nereto affixed the day and year first above written. Notary Public in and for the State of Washington, residing at My appointment expires: 'TRANSAMERICA TITLE INSURANCE COMPANY FILED FOR RECORD AT REQUEST OF WHEN RECORDED RETURN TO Name Address PAUL A. BASTINE, P.S E. 12929 Sprague Ave. City, Stale, Zip Spokane, WA 99216 Dated May 26 pettuayp . - 19 9. (IndSiel * 4".(>01%- y °i SEAL t.0 tcc ( !nit d) 1981 r,, 1.'S n %%% ASH et % % %% STATE OF WASHINGTON ss. COUNTY OF On this day personally appeared before me to me known to be the individual described in and who executed the within and foregoing instrument, Quit Claim Deed THE GRANTOR UPPER COLUMBIA CORPORATION OF SEVENTH DAY ADVENTIST, Washington corporation for and in consideration of right of way dedication conveys and quit claims to SPOKANE COUNTY, a political subdivis the following described real estate, situated in the County of together with all after acquired title of the grantor(s) therein. That portion of the NW 1/4 of Section 25, '1'. 25 N., R. 14 E.W.M. in Spokane County, Washington described as follows: Spokane Begin at the NW corner of said NW 1/4; thence S 00 39'38 "W, along the West. .line of said NW 1/4, a distance or 30.00 feet; thence 58523'17 "lE a distance of 42.50 feel to the East right: of way (k /W) line of Sul1.ivan Road and the 'Prue Point: of Beginning; thence S00'39'38 "W, along said East R /W, a distance of 571.18 feet; thence N89'23'17 "W a distance of 22.50 feet; thence S00 ° 39' 38 "W along said East k/W a distance or 250.84 feet.; thence 58020'22 "L' a distance of 35.00 fec:L; thence N00 ° 39'38 "lE a dis- tance of 825.05 coed: to a point 30 feel: South of the centerline of pith Avenue; thence N80`23'17 "W a distance of 12.5 feet along Lhe: South lime of 1Gth Avenue to the True Point: of Beginning. UPPER.. COLUMBIA ..CORPORATION...OF --SE.VENTH DAY ADVENTIST, a Washington corporation Ham -�E�eE By_ ..._ ✓O_ STATE OF WASHINGTON COUNTY OR Spokane )} On this 26th.. day of May 19.2. before me, the undersigned, a Notary Public in and for the State of Wash- ington. duly commissioned and sworn, personally appeared Jere...D.... Wa yne A. SearsQ and and acknowledged that signed the same to me known. to be the President and Asst. Secretary, as free and voluntary act and deed, ,,{{espectivtt,,ly, oe...Upp {e�r -Columbia -Cqr OOratio❑ -o f - eeveentt for the uses and purposes therein mentio 4 the foregoing instrument, and acknow a. a , 'MIS the said instrument to be the free and voluntary act and deed of said corpor- "VI I(qF ®1 ation, for the uses and purposes therein mentioned. and on oath stated that j $ V As4 , f l they... are authorized to execute the said instrument and that the seal GIVEN under my hand a of jal rtt' . :�xed is the corporate seal of said corporation. day of •_Q ( it.' •, .... • p. P Witness niy hand and official seal hereto affixed the day and year first Z a ve written. 4). ` , c Notary Public in and for e 5 . f gf 1A • a '..,o,°'. / if .i ....._...' ..__'.!" ................ Notary 1' blic in and for the State of Washington, #0 or Medical. Lake ingtnn, residing at 4 14 . UB \ residing nt My appointment expires: 1 P P Y My appointment expires: 01/07/93 \\.sv HIS SPACE PROVIDED FOR RECORDER'S USE: • a LPB -12 ss. State of Washington, (Presid nt) Asst . (Secretary) NO. 1 NOTICE TO THE PUBLIC RID WAIVER AGREEMENT AND COVENANT TO CONSTRUCT ROAD AND DEDICATE FUTURE PUBLIC RIGHT OF WAY TO COUNTY: - KNOW ALL MEN BY THESE PRESENTS, That SIJTTTVAN SOUTH RNTFRPRTSES, a Washington general partnership being the owner(s) of the following described lands in consideration of Mutual Benefits to be hereafter derived do for themselves, their heirs, grantees, assigns and successor(s) in interest hereby agree to: Construct a road, when so directed by the Spokane County Engineer, to serve the lands herein described in accordance with the adopted County road standards for future public right of way Tract X. Said road shall be contained in the following described right of way: Right of May Fast half of Proposed Pioneer North of 20th Rvenun; Thai portion of the NN1/4 of Section 25. 1. 25 N.. R. 44 F.W.N. in Spokane COooLy. WashlnyLOO dejCriOad as follows: begin at [ha Nu eornur of Said NW 1 /4; thane S00'39'1H "W, along • c Post line Of >aid NW 1 /4. a 015IanCU 02 1421.00 rent: [llellCa 589'20'22 "E Ois once of 510.35 teat, to ulu Fruu point or bu]Inhinu; thence N0U a distance ur 570.00 leaf: Monte SO9'20'22 "1 a Oi>Laneu Of 25.00 rue[; Minch 500'39'10 "N a dis- • - e Of 54).6) fee[ LO Lhe beginning of a eurvu concave to ma • [LUaa[ with ladius of 20.00 feet with . angle Of 95'56'10 tlmllcu Uoulhuasterly along the urc 35.49 toot to n 1Oint Curve [nu N0r[h. said PO ill[ has eaiel n9 01 SOS w a rot with s radius or 455.00 o anu central C .lu of 5'5o'16" thane Westerly along tno arc 41.15 fm[ Lo [Lu anu of Lim curse which f> [nu flea Point of Ou.illnin9. Deliver to Spokane County a properly signed and executed Right of Way Deed covering said right of way to accommodate a future County Road to be constructed by a County Road Improvement District (RID) in accordance with approved County road standards. Authorize Spokane County to place their name(s) on a petition for•the formation of a Road Improvement District (RID) by the petition method pursuant to Chapter 36.88 RCW, which petition includes the owner(s) property, and further not to object, by the signing of a ballot, or not to protest to the formation of a RID by the resolution method pursuant to Chapter 36.88 RCW, which resolution includes the owner(s) property. If a RID is formed by either the petition or resolution method, as provided for in Chapter 36.88 RCW, the owner(s) or successor(s) further agree: (1) that the improvements or construction contemplated within the proposed RID are feasible, (2) that the benefits to be derived from the formation of the RID by the property included therein, together with the amount of any County participation, exceeds the cost and expense of formation of the RID, and (3) that the property within the proposed RID is sufficiently developed. Provided, further, the owner(s) or successor(s) shall retain the right, as authorized under RCW 36.88.090, to object to any assessment(s) on the property as a result of the improvements called for in conjunction with the formation of a RID by either the petition or resolution method under Chapter 36.88 RCW and to appeal to the Superior Court the decision of the Board of County Commissioners affirming the final assessment roll. Timing of the formation of said RID or other road improvement project shall be determined by Spokane County consistent with RCW 36.88. The street improvement authorized by the RID or other improvement project shall call for the improvement of Tract "X" and its immediate street system to at least the minimum Spokane County Road standards applicable to Tract 'IX" and the immediate street system at the time the RID, or other road improvement project ie constructed. If a majority of the property owners desire a higher standard of construction, e.g., gutters, underground drainage, etc., that standard shall prevail. Any building constructed on any parcel abutting Tract "X" shall be set back from the Tract "X" boundary by that distance which equals the set back requirements of the zone. The RID waiver contained in this agreement shall expire after ten (10) years from the date of execution below. However, at the expiration date the owner(s) or successor(s) agree to construct the required improvements at their own expense; pay to Spokane County the then estimated cost of the required improvements to enable the County to complete the same; or furnish a bond or other secure method suitable to the County, providing for or securing to the County the actual construction of the improvements. Spokane County has no responsibility to build, improve, maintain or otherwise service the private roads contained within or providing service to the lands herein described. By allowing a building permit to be issued on property on a private road, Spokane County assumes no obligations for said private road and the owners hereby acknowledge that the County has no obligation of any kind or nature whatsoever to establish, examine, survey, construct, alter, repair, improve, maintain, provide drainage or snow removal on a private road.' The above conditions and covenant apply to the following described property: Night of Way East half of PrOpoSod Pionuar North of 20th uvonuu: Mat portion of Ma 14I /4 o! SuCLim 25, T. 25 N., N. 44 C.M.M. In Spokane County, We.Iie•Jt0I duscrib °d as IUIIows' bugin at LOS NW Corow' 0* Said NW 1 /4: tr,nCS 500'30.50 W, nlun0 Me Mast Iinu ul a id IIM 1 /4. J Illita11CU of 1425.00 foot: thanCa 589'20'22 -E a 0istanea ul 118.35 lout, to ore Iru° p of Puginni no; thane° ,100'.5' a Oisla:e Ir of 5 50- '09 1 ,,ot; . oiau h9'20'22C a d15 . u u 0 ''45.00 loot: concave to Mu • of 547,67 !cot tU the n.:gl nuing UI `n c a Central n'JIU al •r tnna -. t Ito rani us ut 20.00 l cut tl, r foal to Si Nor IL w Llrunco r+uthnuaLUrIY a101along l dpn lot hat. a dial 'u J • a Cury CO r r north, b a e .Irlra I t udlus Of 455.00 r aL n 'r' ng on $US la .l ll lawltht th a elv al dog t 41.IS LO y .0lu 0f 5'] Flo tl.n a Ll u uu Point Of buginning. 1110 enU Of tlu [ur vu ..I.r C11 15 r•. The undersigned owners, their heirs, successors or assigns hereby release Spokane County, and all its officers, employees and agents from any responsibility or liability for any damage whatsoever to the hereinabove described lands and improvements thereon as a result of allowing a building permit to be issued on property which is served by a private road. These requirements are and shall run with the land and shall be binding upon the owners, their heirs, successors or assigns. IN WITNESS WHEREOF, said corporation has caused this instrument to be executed by its proper officers and its corporate seal to be hereunto affixed this day of June , 19 92 STATE OF Washington COUNTY OF Spokana On this day of ,Tune Public in personally PRESIDENT as wasnIIngtonSgeneral ENTERPRISES n By President By Secretary , 19 92 , before me, the undersigned, a Notary and for the State of Washington , duly commissioned and sworn appeared to me known to be the and to me known to be the SECRETARY, respectively, of the Corporation that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said Corporation, for the uses and purposes therein mentioned, and on oath stated that authorized to execute the said instrument. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year first above written. Notary Public In and for the State of residing at No. 92 o858. BEFORE THE BOARD OF COUNTY COMMISSIONERS FOR SPOKANE COUNTY IN THE MATTER OF FILING THE FINAL PLAT OF ) RIDGEMONT ESTATES NO. 4, 5TH ADDITION ) FILE NO. PE- 1423 -82D WITH EXISTING URBAN ) RESOLUTION RESIDENTIAL -3.5 (UR -3.5) ZONING IN SECTION ) 25, TOWNSHIP 25 NORTH, RANGE 44 EWM, ) SPOKANE COUNTY, WASHINGTON BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON, that the Final Plat of Ridgemont Estates No. 4, 5th Addition, PE- 1423 -82D that portion of the NW 1/4 of Section 25, Township 25 North, Range 44 E.W.M., Spokane County, Washington, described as follows, with a more precise description located in the plat dedication: BEGIN at the Northeast corenr of Lot 5 Block 7 of RIDGEMONT ESTATES NO. 4 - 4TH ADDITION; thence South 83° 02' 09" West, along Lot 5 Block 1 of RIDGEMONT ESTATES NO. 4 - 4TH ADDITION; 112.99 feet; thence South 80° 51' 41" West, 233.27 feet; thence North 00° 39' 38" East, 137.71 feet to the beginning of a curve concave to the Southeast with a radius of 20.00 feet; thence along a central angle of 71° 28' 23 "; thence Northeasterly, along the arc, 24.95 feet to the beginning of a non tangent curve concave to the Northwest with a radius of 515.00 feet; a radial bearing of South 17 51' 59" East, and a central angle of 18° 31' 37"; thence Westerly, along the arc, 166.53 feet; thence North 89° 20' 22" West, 443.35 feet to the beginning of a curve concave to the Southeast with a radius of 20.00 feet; and a central angle of 90° 00' 00"; thence Southerly along the arc 31.24 feet; thence North 89° 20' 22" West, 35.00 feet to the East right of way line of Sullivan Road; thence North 00 39' 38" East, along the East right of way line of said road, 100.00 feet; thence South 89° 20' 22" East, 35.00 feet to the beginning of a curve concave to the Northeast with a radius of 20.00 feet, and a central angle of 90° 00' 00 "; thence Easterly along the arc 31.24 feet; thence South 89° 20' 22" East, 443.35 feet; thence North 00° 39' 38" East, 570.67; thence South 89° 20' 22" East, 343.44 feet; thence South 67° 52' 01" East, 63.82; thence North 71° 15' 24" East, 125.00; thence South 26° 13' 11" East, 84.57 feet; thence South 33° 41' 45" East, 187.21 feet; thence South 56° 18' 15" West, 313.78 feet; thence South 33° 08' 10" East, 136.33 . feet; thence South 12° 22' 15" East, 68.45 feet; thence South 02° 45' 20" West, 136.49 feet to the point of beginning; Situate in the County of Spokane, State of Washington. UPON THE RECOMMENDATION of the Spokane County Planning Department, the final plat 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. ADDITIONALLY, until the final plat document is filed in the Spokane County Auditor's Office, this subdivision has only preliminary plat status and is subject to expiration and null and void status if not periodically granted an extension of time consistent with the policies and procedures of the Planning Department. REV 1/90 mo PASSED BY THE BOARD THIS 0?3 DAY OF_ rtz_- 1992 BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON A 1 WILIAM E. DON 'Clefk of the Board By: REV 1/90 mo Steven Hasson / 10 osanne Montague, Deputy erk 4 49, e tt n , iii Patricia A. Mum, e fr l McBride, hairman . _ - • — —q± p # 0 //3;/ • 2 kg In Date: ----se , , Ra3d Narns/No• P;(i n e r -t RP Ais. k. Purpose: Pick t 74. therig-Ctv) 9266166472 $OTICE TO THE PUBLIC fc 3 ' - • t :at • • , - SPCK: COUNTY, WASH. RID WAIVER AGREEMENT AND COVENANT TO CONWTii ROAD AND DEO,TiAXE „FUTURE par,,W Q MOE u ,RIGHT OF WAY TO COUNTY: • • • ' • ' VO <;1;C t F.NOW ALL MEN BY THESE PRESENTS, That TUPPER & ASSOCIATES, INC . , • ,•• . '1' • • a Washington cor oration being the owner ( ) Of tha*P rib:edne in consideration of Mutual -Benefits' to be r 'herbal teinclertilidldori for theins their heirs, , grantees, assigns •I'•1 • Tand:(successor(sH t int - erist•herebyl -,;‘,„.•• • cfs • _ . Construct a road, c../hen1E39 'directed by County Engineer, to ; serve • the lands" haretn4dgitalbed' in'Atabcordance With I the adopted County road standards for future public:right of way ;Tract X. , . . ,Said road shall-beTholitained) in the following described right of way: SEE LEGAL ATTACHED. . . • • . r ' rva ;az Deliver to Spokane County a properly signed. and executed Right of Way Deed . .covering said ;rightl*'•rof r a future County Road to be , -constructed- by- a CotntRoa&tIoVemerit3Letact (RID) in accordance with approved County road standards. ' ,• • Authorize Spokane Countyi tdn. place • . their.-name(s) - orf a' petition for the , . ; formation :of a' RoadIt'LIMpfrolidiefitrDlitri by the ptition . method oirpursuant to "flchapteitS3'&e81:FCWAtWhialikietiuon kricludeel'tiec,Owner(s) property ,u and c•fuktherottto' 'Obieb"t'e5linftlirsyliraniri4"of "a 'ballot"; or not to protest to the formationi by.t224 method pursuant to chapter 36.88 RCW, which resoluticin:•incluCes the owner (2) property. If a RID is formed by either the petitioe'•or - reeOlution method, as provided for in Chapter 36.88 RCW,. 'the,....OWner(s) .1.;bi ( s ) further agree: (1) that the improvements or construction contemplated within the proposed RID are feasible, (2) that the benefits to be derived from the formation of the RID by the property included therein; ,tosjether with the amount of any County participation, exceeds 4 the cost:yaiid. expense of formation of the RID, and • .( 3 ) that the irOpe'rtY',Within::ifie!:proposed RID is sufficiently • developed. Provided::: •furthe,I.; the Owner:co) or successor(s) sha/1. retain the right, as . authOriZed..eiindezi ROW,;>,46:18-. 090 , to object to any • La : IS"- • .assessment(s) ; on ,$the•5•. re the improvements called for in conjunction with tlie,,,formaioii' either the petition or resolution% method aunderq Chapter 36.88, ficy to appeal to the Superior Court the decision of the 8oad of • COiiiieiriCommissiOners affirming the final assessment roll :•21 4 ,t. , . t , 1 t ---- . ' Timing , of ., the ,.:fOrmationLitcef said :RIDIPLerly,other road improvainen't project shall be determined lbyfe,;spokane' cOuntYio;doneistent • with--RCW 36.88. The street improvement., atithorlIZetf the or- othiry improvement project shall' call for,the ;,.,improvertientVof;pTraat'4.4X" and • its • immediate street system to at least theCminlitiumapokanet:Centy standards applicable to Tract "X" and the 'Inueediatee4eeteieSei4lat timeR the RID; • or t other road improvement;;p a majority of the property owners de s a e.g.,. gutters, underground. drainage,etcf, :thate:tendaidlehaIlI pre • . „ ot ; Any- , building ;, constructeden? Tract "X" shall be set back from the Tract :IXIIThoundirrIbytliatt#,diteince which ' equals the set back requirements of the zone. • "INTEROFF s• FILED OR RECORDED REOUEST OF JUN 15 -2 ail '92 r 0 0 1.4.L•V 1 The RID waiver' contained" in ''thisy, agreement shall +expire after ten'(10) years from the date of exe cution . ' belowHoweverv `date the owner(s) or successor(s) agree to constrdct:the required improvements at their own expense; pay to Spokane oufityahe then estimated cost of the • required improvements: to enable the:. Countyt to"'=•oomplete'.'the same; or furnish a bond or other secure methodbheuitable, t her`County, providing for or securing to the County the actual "COnstructionY of"the)improvemen •. , P (. tdCaf t I" N. �.`.P r . ' � %-c.- r Spokane County; - has• 'no:r-responsibilitp to ;buildimprove i.ma'intain" or otherwise service .the;!private ?rbads!,dontained withineortproviding service to the lands herein described. iBy #bgilding permit t`o issued on property one a • private, road, Spokane Cotirity, assumes°n6' o`bligatio`ns" for said private road and the owners hereby.` acknowledge. that the•County has no obligation- of any kind or naturelwhatidever ` to establish, examine, _survey, construct, alter, repair, •°improve, maintain'rprovide drainage• or snow removal.on a private road.:... • >. , The above conditions and covenant" apply `to "the` follooiing described property: "!;• '"rrn?;N6wrt•41 ft : :Stm. %:.Kr, tr7 . UT;L"fpi; r.UY ''u'o.1 Bit; r'- I a tt V ki d:.: Lt1� tct ru , .. Ott; x ,, ; o. ' , r. 9-0,5 - „ r :t . Form No. W.14 SEE ATTACHED. The undersigned owners, their heirs succeesors ' assigns.hereby release Spokane County, and all its officers,:. employeear'.•8nd Ft- a gente fkom.`J "'any 'responsibility or liability for any damage whatsoever7 they hereinabove c deecribed lands and improvements thereon as a result'of altowiiigt'a building pemit'"to be issued on property which is served by a private road.;' These requirements are 'and shall' run'with the be' binding upon the owners, their heirs, successors or assigns ' s 'k i . . 9 2 - IN WITNESS WHEREOF, -_ L have of June STATE OF WASHINGTON, ss. County of Spo C■ne_ On this ±k - l Z -- day of `, „it) r. , ,.19 9z- , before me, the undersigned, a Notary Public in and for the State of Washington, duly, commissioned and sworn, personally appeared ♦CRMOwLCOaM[Mt, CO11oo0AT!ox i _11 .. r 1 �.. - . 1 eere 9 u2to set My hand(%) and seal($ this 12_ k day TUPPER. &ASSOCIATES, INC. a Washington corporation KC S . T to me known to be the President'and' Seeretay< respectively of M..) p P e_r • the corporation that executed the foregoing instrument,- ind ` acknowledged the said instrument to be act and deed of said corporation, for the uses and purposes therein mentioned, and on oath authorized to execute the said instrument and that the seal affixed - (if airy) is the corporate sea Witness my hand and official seal hereto affixed the day . and year first above written: tx ;'- ti Notary Public rn and f o t tat reading at S p o k vo''a(; 4 Pa :. 4.37 4. the fr. voluntary ation. V N , r� e•of r' /e�ton y> 141.1 t ! 011' ; 4TH .& 5TH ADDITION KEN TUPPER RIDGEMONT ESTATES No.4 •rPROPERTY Right of Way East half7ofiPrgposed'Pioneer North of 20th Avenue: , That portion of the•NW1 /4•of Section'25, T. 25 N., H. 44 E.W.M. in Spokane County,'Washington described as follows: Begin at the NW cornerof Saki NW;1%4; thence 500'39'38 "W, along the West line , of•said.NW41 74 ,a distance of 1.425.00 'feet; thence 589'20'22 "E a distancewrof6''518?35' "feet, to' the' True point of Beginning; thence N00' 3,9,'3,8 "Ediatunce of 570`.00 feet; thence S89'20'22 "E a ''distance ;tof' 25.00'feet; thence - S00 "W a dis- tance of 547.67 to" the"; beginning of a curve :concave to the Northeast with a' radiuof ::'20 00 . "feet with a central angle of 95'56'16 "; thence Southeasterlirfalbng the arc 33.49 feet to a point on a curve concave''to the ;North, said point has a radial bearing of 505`16'38 "E;with.. a radiut, 455.00 feet and a central angle of 5'56'16"; thence Westerly', along the are 47.15 feet to the end of the curve i %'.TTrue Point of Beginning. SPOKANE WASH.99212 to 130 078 SIMPSON ENCIhEERS N909 ARGO NE I> OFFICE OF THE COUNTY ENGINEER Ronald C. Hormann, P.E., County Engineer Washington Mutual Savings Bank Spokane Valley Branch 11205 E Sprague Spokane,Wa. 99206 Dear Sir or Madam: A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director RE: Ridgemont Estates No 4 5th Addition P1423D Tupper and Associates Inc. Please be advised that Savings Assignment # 023- 0000601070 8 issued by your company as surety for installations of roads and associated drainage facilities for the above mentioned plat, dated July 21,1993 the current amount of $ 25,080.00 may now be released. If you have any questions, feel free to call our office Very truly yours, February 14, 1994 Ronald C. Hormann, P.E. Sgn,(tane County Engineer David A. Berta Plat Compliance Surveyor W. 1026 Broadway Ave. Spokane, WA 99260 -0170 (509) 456 -3600 FAX (509) 456 -4715 TDD: (509) 324 -3166 OFFICE OF THE COUNTY ENGINEER Ronald C. Hormann, P.E., County Engineer Source Capital Corporation E 9106 Indiana, Suite.200 Spokane,Wa. 99212 Dear Sir: W. 1026 Broadway Ave. A DMSION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director RE: Plat of Ridgemont Estate #4 5th Add. PN 1423D Bond Release. Tupper & Associates. July 23,1993. n Please be advised that the funds set aside issued by your company as surety for installations of roads and associated drainage facilities for the above mentioned plat, dated June 10,1992 in the current amount of $25,080.00 may now be released. If you have any questions, feel free to call our office Very truly yours, Ronald C. Hormann, P.E. Spokane County Engineer Dor 74 David A. Berto Plat Compliance Surveyor Spokane, WA 99260 -0170 (509) 456 -3600 FAX (509) 456 -4715 Trot secmity purposes u111)' Tupper & Associates hereby assigns to SPOKANE.; COUNTY, a political subdivision of the State of \Vnsldngton, the following! 'Ibis assignment is made as security (nr the full and faithful perloimance by Tupper & Assoc iates or certain roads, mon rind drainage facilities fel 20th & Ti mber1ane pr.] a 3d ns specified In the Typical seclien and rondwny ittlprovcment specifications for said pi riff t, dated . ,_July_ 20._, 1993 and on file In the Office of the Spokane County Engineer. Any interest benefits scenting under said savings certificate shn11 remain the prnprlry of _Tupper & Associates Said savings certificate to he. released to Tupper & Associates _ or any other party only with the prior written consent and agreement of Spokane County PROVIDED, FUR111ER, the undersigned (Icier: hereby nulhorizc. Wash i pgton_Mutua1 Savings Bank to pay over to Spokane County all or a sufficient portion of the monies in the savings certificate tcfc,enred beieinnbovr upon written dncnnrenlalion being received from the Spokane County Engines! indicating that the Inr v.lrich Ilse savings certiftcn wns assigned have not been fully and faithfully petfonned ns re/pilled and n statement or hurl nnlnuni of money which the County Engineer as required and n statement of that ,mount of money which Ilse. 1. nnnly Engines, deems necessmy to complete such obligation. Upon 1ecelpi of such written documentation, _Tupper & Assoc iates _ hereby authorizes Washington Mutual Savings Bank k'j AS.s 1 G 1 A T Savings Certificate Number Statement Sav 1 ngs_Number.__02.3- 0000601070 -8 in the face amount of $2j,080.00 and held in and by Washi Mutual Savings Bank Honk of Washington Spokane Valley Branch Illarralt to release to Spokane County that amount of money requested up to the maximum amount in the savings certificate. DA1EDthis 21s dnyal July + 1993 DANK OF Washington Mutual Savings Bank DATED this 21st day of STATE OF WASHINGTON County of Spokane :s9 Notary Public STATE OF WASHINGTON BETTY JO A COOK My Appointment Expires MAY 02,19SS July ,1993 . ADDRESS 11205 E Sprague Secretory DI3VL.LOPER On this day personally appeared before ore to Ine k ci to be the Individual d"scrihr:d in and who executed the witltlit and o erring histn nuent, and nrknnvaerlged that ' ,!. signed the sane ns free and volmtttny act and deed, fm t uses nTICI purposes lhrn•in nremionecl. f ;IVEN UNDER MY HAND AND OITICIAI. SEAL this t Si lay el N$iaty l'tthtl and for the Slnle of \Vashhtglr n, residing al Spokane , 1993. wi4 _ ffti tHi .S P 'T i ar F C O U N T O K A N E a^'ii'r ant " �'}w «. OFFICE OF THE COUNTY ENGINEER Ronald C. Hormann, P.E., County Engineer Source Capital Corporation E 9106 Indiana, Suite 200 Spokane,Wa. 99212 Dear Sir or Madam: A DNISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director RE: Plat of Ridgemont Estates #4 5th Add. PN 1423d Bond Reduction. Tupper & Associates. June 17,1993. Please be advised that the funds set aside issued by your company as surety for roadway improvements for the above mentioned plat, dated June 10,1992 in the current amount of $34,031.00 may now be reduced to $25,080.00 cc: Ken Tupper If you have any questions, feel free to call our office W. 1026 Broadway Ave. Very truly yours, Ronald C. Hormann, P. E. Spokane County Engineer David A. Berto Plat Compliance Surveyor Spokane, WA 99260 -0170 (509) 456 -3600 FAX (509) 456 -4715 Inter-office Commui*cation To .1 4tLtL From Subject Subject Form 327—C.R. /i OFFICE OF COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Date /6 // 1993 Airse t4 /Se' / c // e9 10% BOND ESTIMATE PROJECT P14230 RIDGEMONT EST #4 5TH ADD NAME DAVE BERTO DRAINRGE ITEMS 1) Drywell - Type A 2) Drywell - Type B 3) Grate - Type 1 4) Grate Type 2 5) Grate - Type 3 6) Backfill For DW 7) Concrete Inlet 8) C.M. Pipe 10" Dia. 9) C.M. Pipe 12" Dia. 10) C.M. Pipe 15" Dia. 11) C.M. Pipe 18" Dia. 12) Precast Manhole 13) Solid lid 14) Ditch Excavation 15) Sod NON STANDARD DRAINAGE ITEMS 1 North Berm 2) West Ditch 3) 4) 5) 6) 16) Monuments 17) Barricade 18) Street Signs 19) Rough Grade 20) Top Course 21) Base Course 22) Asphalt Concrete 23) Garb Type A 24) Curb Type B 25) Curb Type R 26) Sidewalk NON- STANDARD ROAD ITEMS 1) 2) 3) 4) GRADING, SURFACING, CURB, AND SIDEWALK UNITS EA EA EA EA EA CY EA LF LF LF LF EA EA CY SF CY CY DRAINAGE SUBTOTAL EA LF EA OTHER SUBTOTAL CY CY CY Tons LF LF LF SGT YD GRAND TOTAL QURNITY PRICE 0.6 1250.00 1 1573.00 300.00 3,:x0.00 1.6 320.00 58 14.90 700.00 22.00 25. 50 27.50 29.00 1450.00 300.00 407 10.00 0.70 3. 1 2. 5 0. 8 0. 2 505.58 189.01 172.74 363.62 GRADING AND SURFACING DATE 17- Jun -93 10.00 10.00 160.00 30.00 75.00 COST 750. 00 1573.00 0.00 0.00 512.00 864.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4070. 00 0.00 31.00 25. 00 0.00 0.00 0.00 0.00 7825. 20 128. 00 0.00 15.00 143.00 10.00 5055.80 10.60 2003.51 14.00 0.00 44.50 7686.93 6.50 2363.53 7.90 0.00 7.60 0.00 16.40 0.00 0.00 0.00 0.00 0.00 17109.77 25,077.97 Dear Sir: JAR:ds OFFICE OF THE COUNTY ENGINEER • Ronald C. Hormann, P.E., County Engineer November 9, 1992 Source Capital Corporation E 9106 Indiana, Suite 200 Spokane, WA 99212 Re: Ridgemont Estates # 4 5th Addition; Tupper & Associated Funds Set -aside Dated July 21, 1992 Please be advised that the funds set aside issued by your company as surety for installation of roads and associated drainage facilities for the above mentioned project originally dated July 21, 1992, in the original amount of $120,560.00 and in the current amount of $80,051.00 may now be released. Sincerely, James A. Radke Assistant Construction Engineer N. 811 Jefferson 5-A-A,a7 A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director Spokane, WA 99260 -0180 (509) 456 -3600 FAX (509) 456 -4715 • Dear Sir: OFFICE OF THE COUNTY ENGINEER • Ronald C. Hormann, P.E., County Engineer November 9, 1992 Source Capital Corporation E 9106 Indiana, Suite 200 Spokane, WA 99212 Re: Ridgemont Estates # 4 5th Addition; Tupper & Associated Funds Set -aside Dated June 10, 1992 Please be advised that the funds set aside issued by your company as surety for installation of roads and associated drainage facilities for the above mentioned project originally dated June 10, 1992, in the original amount of $130,240.00 and in the current amount of $34,031.00 may now be reduced to $26,322.00. Sincerely, a- " . James A. Radke Assistant Construction Engineer JAR N. 811 Jefferson A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director Spokane, WA 99260 -0180 (509) 456-3600 FAX (509) 456 -4715 October 5, 1992 Source Capitol Corp. E 9016 Indiana, Suite 200 Spokane, WA 99212 Re: Ridgemont Estates #4 5th Addition; Tupper & Associates Funds Set -Aside Dated July 21, 1992 Dear Sir: Please be advised that the funds set aside issued by your company as surety for installation of roads and associated drainage facilities for the above mentioned project originally dated July 21, 1992, in the original amount of $120,560.00 and in the current amount $120,560.00 may now be reduced to $80,051.00. Sincerely, C • l 4 / James A. Radke Assistant Construction Engineer JAR:ds OFFICE OF THE COUNTY ENGINEER • N. 811 Jefferson C 0 1J A DIVISION OF THE PUBLIC WORKS DEPARTMENT Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director Spokane, WA 99260 -0180 1509) 456 -3600 FAX (509) 456 -4715 /ciE A September 11, 1992 Source Capital Corp. E 9016 Indiana, Suit..200 Spokane, Wa 99212 Very truly. yours, I J ames A. Radke Assistant Construction Engineer JAR:ds OFFICE OF THE COUNTY ENGINEER " " -' • Ronald C. Honnawn, P.E., County Engineer N. 811 Jefferson A DIVISION OF Ti E PUBLIC Dennis M. WORKS DEPARTMENT Scott, P.E., Director Re: Ridgemont Estates #4 5th Addition; Tupper, and Associates Funds Set Aside Dated June 10, 1992 Dear Sir: .. Please be advised that the funds set aside. issued by your Company as surety for installation of roads and associated drainage facilities for the. above mentioned project originally dated June 10th, 1992 in the original amount of $130,240;00 in the current amount of $53,354.00 may now be reduced to $34,031.00. Spokane, WA 99260 -0180 (509) 456-3600 FAX (509) 456 -4715 OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON TO: TOM YAKE FROM: DAVE BERTO 01 DATE: July 23, 1992 SUBJECT: BOND ITEMS P1423D RIDGEMONT ESTATES #4 5TH ADD The bond for the above mention project is for the following items: 1) All the items on the approved road and drainage plans with the exception of the sod for the "208" Swales. 2) We have two assignments from Source Capital Corporation to cover the above project. The June 10, 1992 assignment has been reduced to $115,500.00 by Jim Radke. The second assignment of July 21,1992 is for $120,560.00 and replaces the Seaboard Surety Company Bond 4226906 for $120,946.00 which was released by me July 22,1992. The total amount of sureties for this plat is currently $236,060.00. 3) The June 10,1992 assignment covers completion of installation of roadway surfacing, including grading and gravel, storm drainage and monuments. The July 21,1992 assignment covers installation of gravel, asphalt and curbing. c: \wpdoc \dave \memo \items c: \wpdoc \dave \memo \items OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON TO: TOM YAKE FROM: DAVE BERTO °• DATE: June 16, 1992 SUBJECT: BOND ITEMS P1423D RIDGEMONT ESTATES #4 5TH ADD The bond for the above mention project is for the following items: 1) All the items on'the approved road and drainage plans with the exception of the sod for the "208" Swales. 2) Plat is in filing process. Source Capital Corporation Mr. Ronald C. Hormann, P.E. Spokane County Engineer North 811 Jefferson Spokane, WA 99260 Dear Sir: 'Tour Financing Alternative" RE: Developer /Borrower: Tupper & Associates Our Land Loan No: July 21, 1992 Funds in the amount of $120,560 are being held in a special non - interest bearing account in the name of Tupper & Associates (developer /borrower), et ux, for the purpose of assuring completion of installation of gravel, asphalt and curbing in Ridgemont Estates No. 4, Addition 5 (development) in accordance with the drawings and specifications as submitted to and approved by the County of Spokane Engineer's Office on June 11, 1992. No funds will be disbursed from this account without the prior written authorization of the Spokane County Engineer. This set aside of funds will not be revoked without the consent of the County Engineer. In the event that the completion and acceptance of the above - named improvements for maintenance by the County of Spokane are not accomplished within a period of one year from the date of this agreement, all funds remaining in the account will be forfeited to the County of Spokane upon written request by the Spokane County Engineer's Office to Source Capital Corporation (mortgage company). It is understood and agreed that upon the forfeiture of the funds to the County of Spokane, that the County of Spokane will then undertake completion of the subdivision to be accomplished within twelve (12) months from the date of the forfeiture of funds. It is further understood and agreed that in the event of any shortage of funds to complete improvements, the County of Spokane may have recourse against Tupper & Associates (developer /borrow) named above. It is specifically understood and agreed by the parties, that in holding funds for this development, Source Capital Corporation (mortgage company) is not serving as guarantor for any additional costs incurred by the County of Spokane in the completion and acceptance of the above -named improvements. Source Capital Corporation Business Financing • Since 1969 East 9016 Indiana, Suite 200 • Argonne & I -90 • Spokane, Washington 99212 Phone: (509) 928 -0908 • FAX: (509) 928 -0663 Ronald C. Hormann Page Two ACCEPTED AND APPROVED this 21st day of July, 1.92. By: (Developer /Borrower) By: By: (Spouse) OFFICE OF THE SSS KANE COUNTY ENGINEER By : rte SOURCE CAPITAL CORPORATION OFFICE OF THE COUNTY ENGINEER Ronald C. Hormann, P.E., County Engineer August 7, 1992 Source Capital Corp. E 9016 Indiana, Suite 200 Spokane, Wa 99219 Re: Ridgemont Estates #4,d5th Addition; Tupper & Associates Funds Set -Aside Dated June 10, 1992 Dear Sir /Madam, Please Be advised that the funds set -aside issued by your Company as surety for installation of roads and drainage facilities on the above named project originally dated June 10, 1992 in the original amount of $130,240 and in the current amount of $115,500 may now be reduced to $53,354. Very truly ours, James A. Radke Assistant Construction Engineer N. 811 Jefferson )7 3 A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director Spokane, WA 99260 -0180 (509) 456 -3600 FAX (509) 456 -4715 1;11 Mr. Ronald C. Hormann, P.E. Spokane County Engineer North 811 Jefferson Spokane, WA 99260 Dear Sir: Source Capital Corporation "Your Financing Alternative" RE: Developer /Borrower: Tupper & Associates Our Land Loan No: June 10, 1992 Funds in the amount of $130,240 are being held in a special non - interest bearing account in the name of Tupper & Associates (developer /borrower), et ux, for the purpose of assuring completion of installation of roadway surfacing, including grading and gravel, storm drainage and monuments in Ridgemont Estates No. 4, Addition 5 (development) in accordance with the drawings and specifications as submitted to and approved by the County of Spokane Engineer's Office on 1992.7 No funds "will - be distiufsed" - from this account without the prior written authorization of the Spokane County Engineer. This set aside of funds will not be revoked without the consent of the County Engineer. In the event that the completion and acceptance of the above - named improvements for maintenance by the County of Spokane are not accomplished within a period of one year from the date of this agreement, all funds remaining in the account will be forfeited to the County of Spokane upon written request by the Spokane County Engineer's Office to Source Capital Corporation (mortgage company). It is understood and agreed that upon the forfeiture of the funds to the County of Spokane, that the County of Spokane will then undertake completion of the subdivision to be accomplished within twelve (12) months from the date of the forfeiture of funds. It is further understood and agreed that in the event of any shortage of funds to complete improvements, the County of Spokane may have recourse against Tupper & Associates (developer /borrow) named above. It is specifically understood and agreed by the parties, that in holding funds for this development, Source Capital Corporation (mortgage company) is not serving as guarantor for any additional costs incurred by the County of Spokane in the completion and acceptance of the above -named improvements. Source Capital Corporation Business Financing • Since 1969 East 9016 Indiana, Suite 200 • Argonne & I -90 • Spokane, Washington 99212 Phone: (509) 928 -0908 • FAX: (509) 928 -0663 Ronald C. Hormann Page Two ACCEPTED AND APPROVED this 10th day of June 1992 By: Qfr4S\ ( eveloper /Borro er) By: By: (Spouse) OFFICE OF THE SANE COUNTY ENGINEER By: SOURCE CAPITAL CORPORATION OFFICE OF THE COUNTY ENGINEER • Ronald C. fiormann, P.E., County Engineer Seaboard Surety Company Bedminster, New Jersey. Dear Sir or Madam: Please be advised that Bond Number 22691216 issued by your company for roadway improvements for the above mentioned plat, in the current amount of $120,946.00 may now be released. cc: Ken Tupper RE: Plat of Ridgemont Estates #4 5th Addition P1423D If you have any questions, feel free to call our office N. 811 Jefferson A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director July 2,1992 Very truly yours, Ronald C. Hormann, Spok ne County Engineer David A. Berto Plat Inspector Spokane, WA 99260 -0180 (509) 456 -3600 FAX (509) 456 -4715 SIGNED AND SEALED this 5th day of June AND NO /100THS SUBDIVISION ROADWAY IMPROVEMENT BOND KNOW ALL MEN BY THESE PRESENTS, that INLAND ASPHALT COMPANY (developer), as "Principal," and SEABOARD SURETY COMPANY (bonding company), a corporation organized and existing under the laws of the State of NEW YORK , and authorized to transact a surety business in the State of Washington, as "Surety," are held and firmly bound unto Spokane County, a political subdivision of the State of Washington, as "Obligee," in the penal sum of ONE HUNDRED TWENTY THOUSAND NINE HUNDRED FORTY -SIX By; Cr- Bond NR 'LZ6906 Dollars ($ 120 946,.00 , lawful money of the United States of America, for the payment of which the Principal and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, said Principal is the owner of a tract of land in Spokane County divided and platted into lots and known as RIDGEMONT ESTATES NO. 4 and being located in Section 25 , Township 25 North, Range 44 E.W.M., in Spokane County, Washington, and said County has required that a bond be furnished in an amount sufficient to pay the construction costs of grading ad3 surfacing to the approved grades and typical section of the roadways of said plat and the installation of drainage structures and such other work as is incidental and necessary thereto, all in accordance with those Plat Roadway Improvement Specifications dated , 19 , and to the satisfaction of the Spokane County Engineer; such improvements to be completed not later than December 31, , 1992 , unless said date be extended at the option of the Spokane County Engineer. Upon failure of the Principal to comply with the requirements stated here- in within the time authorized, and upon delivery of a written notice thereof by Obligee to Surety, the Surety shall make satisfaction to Obligee to the extent of this Bond. The obligation of this Bond shall be kept in full force and effect until, in the opinion of the Obligee, the requirements herein stated have been satis- fied, in which event written release will be given by the Obligee, the Obligee having sole right to grant such release. The Surety hereby waives all rights to release from the obligation except as herein stated. INLAND ASPHALT COMPANY a • t •1 r te , . 19 92 • SEABOARD SURETY COMPANY Surety By; —' ./l /'/iy Li 2 a Tichey Attorney -in -Fact (Title) ......... oicrwv icrowei _ PROJECT P1423D RIDGEMONT EST #4 5TH ADD NAME DAVE BERTO DRAINAGE ITEMS 1) Drywell - Type A 2) Drywell - Type B 3) Grate - Type 1 4) Grate Type 2 5) Grate - Type 3 6) Backfill For DW 7) Concrete Inlet 8) C.M. Pipe 10" Dia. 9) C.M. Pipe 12" Dia. 10) C.M. Pipe 15" Dia. 11) C.M. Pipe 18" Dia. 12) Precast Manhole 13) Solid lid 14) Ditch Excavation 15) Sod NON STANDARD DRAINAGE ITEMS 1) NORTH BERM 2) WEST DITCH 3) 4) 5) 6) 16) Monuments 17) Barricade 18) Street Signs GRADING, SURFACING, CURB, AND SIDEWALK 19) Rough Grade 20) Top Course 21) Base Course 22) Asphalt Concrete 23) Curb Type A 24) Curb Type B 25) Curb Type R 26) Sidewalk NON - STANDARD ROAD ITEMS 1) 2) 3) 4) BOND ESTIMATE UNITS EA EA EA EA EA CY EA LF LF LF LF EA EA CY SF CY CY EA LF ER OTHER SUBTOTAL CY CY cv Tons LF LF LF SO YD QUANITY PRICE 6 1250.00 10 1573.00 325.00 330.00 16 320.00 580 14.90 675.00 21.30 25.90 32.00 28. 80 1435.00 300.00 4070 10.00 0.70 31 co DRAINAGE SUBTOTAL 5055.8 1890.1 1727.4 3636.2 GRADING AND SURFACING DATE 04- Jun -92 10.00 10.00 8 160.00 32.00 2 75.00 10.00 10.60 10.60 44.50 6.50 7.90 7.60 16.20 COST 7500.00 15730.00 0.00 0.00 5120.00 8642.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 40700.00 0.00 310.00 250. 00 0.00 0.00 0.00 0.00 78252.00 1280. 00 0.00 150.00 1430.00 50558.00 20035. 06 0.00 76869. 30 23635.30 0.00 0.00 0.00 0.00 0. 00 0. 00 0.00 171097.66 GRAND TOTAL a / TJT 250, 779.66 Page Std Bdl ' Dud 1 nc Dwl Dwl BRF In et _ Dia Dia Dia OTHER Pipe Pipe 1 Pioe . "4 1) - - -- 2) 3) 4) L9 3 uo 5 ) )7-{4 i iiii —tk -1, o u) t,,,,, ,L PROJECT R S / ELY NAME Item /) Drainage items 1) Drywel - Type A EA 2) Dr ywe l l - Type B EA 3) Crate - Type 1 EA 4) Grate - Type 2 EA 5) Grate - Type 3. EA 6) Backfill.for DW CY 7) Concrete inlet EA 8) C.M. pipe 10" dia LF 9) pipe 12" dia. LF 10) C.M. pipe 15" dia. LF 11) C.M. pipe 18" dia. LF 12) Precast Manhole 13) Solid Lid 14) Ditch Excavation 15) Sod Non Standard Drainage Items 1) /Uar7/1 de r (if eg � D 2) 3) 4) 7) 6 Units Quantity cr y C' 1 , BOND E:;T FORM G fie /40K. 3/ I D / 5 St EA EA CY 40 7 0 SF Price Cost DATE 4 - 4] 6) a 6 t f/9r /"\ Beres. 2-et, - c 1 96/4 West Q17e� 1- 3.4o r yl ` � bI -7 kl 17 x y /,I f 9.21, sk°71 f 1 -91y61- � 1 PROJECT NO.- P1423D DESIGNER- DAVE BERTO PROJECT DESCRIPTION- RIDGEMONT ESTATES #4 5TH ADD STREET # 1 NAME- 20TH AVE LENGTH- 989.13 FT. WIDTH - 36.00 FT. BEGINNING STATION = 846.80 ENDING STATION = 1835.93 INTER # 1 T EXCLUDED ISWIDTH = 36.00 SK = 0.00 RAD = 20.00 TERM # 1 : CROSS STREET INCLUDED EW 20.00 PW 24.00 SK 0.00 RAD 20.00 TERM # 2 : CHOPPED ITEM SURFACE AREA- 35220.36 S.F. ROADWAY EXCAVATION 1.00 FT. CRUSHED SURFACING TOP COURSE 0.50 FT. CRUSHED SURFACING BASE COURSE 0.00 FT. ASPHALT CONCRETE 0. 17 _FT. CURB TYPE A EXISTING 0.00 FT. STREET # 2 NAME- CHERYL COURT LENGTH- 402.16 FT. WIDTH- 36.00 FT. BEGINNING STATION = 1000.00 ENDING STATION = 1402.16 TERM # 1 : CROSS STREET INCLUDED EW 0.00 PW 18.00 SK 0.00 RAD 20.00 TERM # 2 : CUL-DE-SAC OFFSET PERM RADIUS = 45.00 RADII = 20.00 ITEM SURFACE AREA- 20617.32 S.F. ROADWAY EXCAVATION 1.00 FT. CRUSHED SURFACING TOP COURSE 0.50 FT. CRUSHED SURFACING BASE COURSE 0.00 FT. ASPHALT CONCRETE 0.17 FT. CURB TYPE A EXISTING 0.00 FT. STREET # 3 NAME- TIMBERLRNE DRIVE LENGTH- 410.80 FT. FT. BEGINNING STATION = 1567.36 ENDING STATION = 1978.16 TERM # 1 : CROSS STREET EXCLUDED EW 18.00 .PW 18.00 SK 0.00 RAD 20.00 TERM # 2 : CUL -DE -SRC OFFSET TEMP RADIUS = 45.00 RADII = 20.00 ITEM STREET QUANTITIES SURFACE AREA- 11789.20 S.F. ROADWAY EXCAVATION 1.00 FT. CRUSHED SURFACING TOP COURSE 0.50 FT. CRUSHED SURFACING BASE COURSE 0.00 FT. ASPHALT CONCRETE 0.17 FT. CURB TYPE A EXISTING 0.00 FT. DATE- 6/ 4/92 MEASUREMENT QUANTITY 1304.5 C.Y. 652.2 C.Y. 0.0 C.Y. 445.7 TONS PROPOSED 1877.1 FT. MEASUREMENT QUANTITY 763.6 C.Y. 381.8 C.Y. 0.0 C.Y. 260.9 TONS PROPOSED 959.5 FT. WIDTH- 36.00 MEASUREMENT QUANTITY 436.6 C.Y. 218.3 C.Y. 0.0 C.Y. 149.2 TONS PROPOSED 799.6 FT. STREET # 4 NAME- SULLIVAN RD 1 LENGTH- 1400.00 FT: WIDTH- 12.00 FT. BEGINNING STATION = 4900.00 ENDING STATION = 6300.00 ONE SIDE ONLY PWIDTH= 24.00 EWIDTH= 12.00 QWIDTH= 0.00 INTER # 1 T EXCLUDED ISWIDTH = 36.00 SK = 0.00 RAD = 20.00 TERM # 1 : CHOPPED TERM # 2 : CHOPPED ITEM SURFACE AREA - ROADWAY EXCAVATION CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE ASPHALT CONCRETE ITEM SURFACE AREA - ROADWAY EXCAVATION CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BRSE COURSE ASPHALT CONCRETE ITEM SURFACE AREA - ROADWAY EXCAVATION CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE ASPHALT CONCRETE TOTALS ROADWAY EXCAVATION CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BRSE COURSE ASPHALT CONCRETE CURB TYPE A MEASUREMENT QUANTITY 16800.00 S.F. 2.00 FT. 0.50 FT. 0.00 FT. 0.33 FT. 15840.00 S.F. 2.00 FT. 0.50 FT. 0.00 FT. 0.33 FT. 1800.00 S.F. 2.00 FT. 0.50 FT. 0.00 FT. 0.33 FT. 1244.4 C.Y. 311.1 C.Y. 0.0 C.Y. 425.2 TONS STREET # 5 NAME- SULLIVAN 2 LENGTH- 1000.00 FT. WIDTH- 12.00 FT. BEGINNING STATION = 3950.00 ENDING STATION = 4950.00 ONE SIDE ONLY PWIDTH= 24.00 EWIDTH= 12.00 QWIDTH= 0.00 TERM # 1 : TAPER TAPER LENGTH = 320.00 TERM # 2 : TAPER TAPER LENGTH = 320.00 MEASUREMENT QUANTITY 1173.3 C.Y. 293.3 C.Y. 0.0 C.Y. 400.9 TONS STREET # 6 NAME- SULLIVAN 3 LENGTH- 150.00 FT. WIDTH- 12.00 FT. BEGINNING STATION = 4950.00 ENDING STATION = 5100.00 ONE SIDE ONLY PWIDTH= 24.00 EWIDTH= 12.00 QWIDTH= 0.00 TERM # 1 : CHOPPED TERM # 2 : CHOPPED MEASUREMENT QUANTITY 133.3 C.Y. 33.3 C.Y. 0.0 C.Y. 45.6 TONS 5055.8 C.Y. 1890.1 C.Y. 0.0 C.Y. 1727.4 TONS 3636.2 FT. (9) ,0035p TO FROM : RE ti OFFICE OF THE COUNTY ENGINEER Spokane County, Washington Date: '1 — oL / f ( , 19 - 3e - D sor EE 5 A IA ?IN."- Standard Drainage Language for the Dedication on R; p(ge,m o &p - r- rainage easements, as platted and shown hereon, which are for the purpose of installing, operating and maintaining drainage swales and drainage facilities to dispose of runoff, are hereby granted. The County of Spokane is hereby granted the right of ingress and egress to all drainage easements adjacent to the public right -of -way.' The property owner shall maintain the drainage swale with a permanent live cover of lawn turf, with optional shrubbery and /or trees, which do not obstruct the flow and percolation of storm ,,drainage water in the drainage Swale as indicated by the approved plans. owners of Lots __ , S'(, 2 /S , of Block ( , an ■;a:e.__` shall be held responsible for keeping open a" nd maintaining the path of the natural or man-made drainage flow over and across the property. (3) The property owner or his representative shall inform each succeeding C/ purchaser of all drainage easements on the property and his responsibility for maintaining drainage facilities within said easements. (4) Spokane. County does not accept the responsibility of maintaining the drainage course on private lots within drainage easements or floodplain areas, nor the responsibility for any drainage, whatsoever, including but .not limited to inverse condemnation to any properties due to deficient construction and /or maintenance of drainage courses in drainage easements on private property. Development within this subdivision shall conform to the requirements of the National Flood Insurance Program and Chapter 3.20 of the Spokane County Code. The lowest floor, including basement floor, for any structure shall be constructed according to the requirements of the Spokane County Flood Zone regulations in effect at the time a building permit is issued. Purchasers of property in this subdivision are warned of possible flooding or ponding and the potential requirement to purchase Flood Insurance. This warning shall be carried in each and every deed drawn to transfer ownership of any and all property within this plat in the Area of Special Flood Hazard. An approved lot grading plan exists. for Lots i� q , 5, 7 and me, Block , ' • Grading must conform to said plan on e n t e County Engineer's office. Spokane County shall not be responsible to • maintain ingress-or egress across the flood plain area. The owner(s) or successor(s) in interest agree to join in any County approved Stormwater Management Program and to pay such rates and charges as may be fixed through public hearings for service or benefit obtained by the planning, design, constructing, maintaining, or operation of stormwater control facilities. A statement must 'appear in the dedicatory language of the plat that individual driveway access permits be required prior to issuance of a building permit for driveway approaches to the County road system. This approach shall be constructed in accordance with the approved plan on file in the County Engineer's office. 1 t - AcvUAGC FOR - _2 \a 9 E MdNit E$lti .5 j. t d�U1 Lei L3Lock_ is _ svb 3GC - t-o _Fk6_ -_ .. SL.pARAtC ckGc-LA RRt - i0N_ of covG Nks__ ectu ImI sic . -PRw - . __ e_o NS'FRtc3I O N- AN4 .Mpt IN. -1 NCE O ?. - M c.4_ Xp Pak /e} '6R..7:3 u,oc1G-R Rvckt - VotZs - .Docurvte it . J•n w.t K c c - i z e - , N c e t _ r -de A prt beano April 14, 1992 Dear Mr. TUPPER: Gary S. Nelson Planning Engineer OFFICE OF THE COUNTY ENGINEER Ronald C. Hormann, P.E., County Engineer KEN TUPPER T D C INC., ATTN: MARY REDMAN 12929 EAST SPRAGUE SPOKANE, WA 99216 AL, AUT ORIZING SIGNATUR cc: SIMPSON ENGINEERING k\g\ \r- value.pri N. 811 Jefferson Spokane, WA 99260 - 0180 SUBJECT: RIDGEMONT ESTATES N04 4T11 ADD & 5TH ADD PROJECT # P 1423 C & D 7 A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director Additional information with respect to the above projects subsurface soil conditions is required to complete the plans review process. Specifically, representative values for soil percolation rates and soil - subgrade "R" values are necessary to evaluate the proposed pavement section and storm drainage disposal system. The Spokane County Materials Laboratory has reviewed the proposed development plan; made a preliminary investigation of the on -site conditions; and has determined a minimum number d 2 percolation rate tests and 1 stabilometer "R" value tests are required. It estimates the cost of such soil borings and tests to be approximately $1,500.00 excluding utility location. Additional Materials Laboratory remarks are as follows: NEED DRYWELL STAKED, PROFILE PLANS.. The Spokane County Materials Laboratory is available to supply this information during the design review process. This information also may be supplied by any qualified soils firm. The tests and methods must meet Spokane County standards, and be inspected by Spokane County personnel. Please note that the above is a preliminary estimate only; additional tests may be necessary dependent on the conditions encountered, and therefore, actual fees may vary. Actual fees will be based on hourly equipment usage rates and salary . costs incurred by Spokane County during the progress of the work plus a 10 percent administration surcharge. Fees will be invoiced monthly as accrued. Please be advised that signature of this letter constitutes agreement to pay for the above described fees. Failure to pay these fees may result in delay in completion of approval of the project or other possible sanctions. If you desire to have us undertake this work, please sign below, and return the original to our office. Respectfully, DATE ; (509) 456 -3600 FAX (509) 456 -4715 April 14, 1992 OFFICE OF THE COUNT' ENGINEER Ronald C. Hormann, P.E., County Engineer KEN TUPPER T D C INC., ATTN: MARY REDMAN 12929 EAST SPRAGUE SPOKANE, WA 99216 Dear Mr. TUPPER: A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director SUBJECT: RIDGEMONT ESTATES N04 4T11 ADD & 5T11 ADD PROJECT # P 1423 C & I . Additional information with respect to the above projects subsurface soil conditions is required to complete the plans review process. Specifically, representative values for soil percolation rates and soil - subgrade "R" values are necessary to evaluate the proposed pavement section and storm drainage disposal system. The Spokane County Materials Laboratory has reviewed the proposed development plan; made a preliminary investigation of the on -site conditions; and has determined a minimum number of 2 percolation rate tests and 1 stabilometer "R" value tests are required. - It estimates the cost of such soil borings and tests to be approximately $1,500.00 excluding utility location. Additional Materials Laboratory remarks are as follows: NEED DRYWrA L STAKED, PROFILE PLANS.. The Spokane County Materials Laboratory is available to supply this information during the design review proress. This information also may be supplied by any qualified soils firm. The tests and methods must meet Spokane County standards, and be inspected by Spokane County personnel. Please note that the above is a preliminary estimate only; additional tests may be necessary dependent on the conditions encountered, and therefore, actual fees may vary. Actual fees will be based on hourly equipment usage rates and salary costs incurred by Spokane County during the progress of the work plus a 10 percent administration surcharge. Fees will be invoiced monthly as accrued Please be advised that signature of this letter constitutes agreement to pay for the above described fees. Failure to pay these fees may result in delay in completion of approval of the project or other possible sanctions. If you desire to have us undertake this work, please sign below, and return the original to our office. Respectfully, Gary S. Nelson Planning Engineer MA, AUTHORIZING SIGNATURE cc: SIMPSON ENGINEERING k\g\t\r- value.pri N. 811 Jefferson Spokane, WA 99260 -0180 i DATE (509)456 -3600 FAX (509) 456 -4715 (DATE) S -' y (DEVELOPER'S NAME & ADDRESS) Alf" ; )311 gel A. Go Dear Mr. �11 P E g SUBJECT: R p / 1 O (it N� 0 i/ T )5 s 7 I FS 1T� V — y-t) 4 0 PROJECT #_1 / 92 3 c `� 1 4 .5-att.. A Additional information with respect to the above projects subsurface soil conditions is required to complete the plans review process. Specifically, representative values for soil percolation rates and soil - subgrade "R" values are necessary to evaluate the proposed pavement section and storm drainage disposal system. The Spokane County Materials Laboratory has reviewed the proposed development plan; made a preliminary investigation of the on -site conditions; and has determined a minimum number of .Z percolation rate tests and / stabilometer "R" value tests are required. It estimates the cost of such soil borings and tests to be approximately $ /So excluding utility location. Additional MAterials Laboratory remarks are as follows: /I/ecd 72,e,1. „ //S S/Zee_ / Rog, � e 1 „is The Spokane County Materials Laboratory is available to supply this information during the design review process. This information also may be supplied by any qualified soils firm. The tests and methods must meet Spokane County standards, and be inspected• by Spokane County personnel. Please note that the above is a preliminary estimate only; additional tests may be necessary dependent on the conditions encountered, and therefore, actual fees may vary. Actual fees will be based on hourly equipment usage rates and salary costs incurred by Spokane County during the progress of the work plus a 10 percent administration surcharge. Fees will be invoiced monthly as accrued. Please be advised that signature of this letter constitutes agreement to pay for the above described fees. Failure to pay these fees may result in delay in completion of approval of the project or other possible sanctions. If you desire to have us undertake this work, please sign below, and return the original to our office. Respectfully, Gary S. Nelson Planning Engineer AUTHORIZING SIGNATURE cc: keg \t \r- value.tes T AC.J I nc. DATE Prepared For: Order No.: AY- 163710M KEN TUPPER C/O STAR - TUPPER REALTORS E. 12929 SPRAGUE cc: Simpson Engineers TRANSAMERICA TITLE INSURANCE COMPANY North 720 Argonne Spokane, Washington 99212 Certificate for Filing Proposed: RIDGEMONT ESTATES NO. 4 - 5TH ADDITION SECOND REPORT PLAT CERTIFICATE Effective Date: June 1, 1992 at 8:00 (continued) Charge: Tax: Total: MEWED JUN 91992 g Engineering $125.00 10.00 $135.00 (continued) Order No.: Page No.: AY- 163710M• 2 -2nd Rpt In the matter of the subdivision to be submitted to Spokane County. for approval, .this company has examined the records of the Spokane County Auditor's and Clerk's offices, and the office of the Clerk of the United States District Court holding terms in said county. This certificate is made for the purpose herein specified, and is not to be used as a basis for closing any transaction. Liability is limited to the amount paid for this certificate. From such examination, the company hereby certifies the title to the following described land, in said Spokane County, to wit: That portion of the Northwest Quarter of Section 25, Township 25 North, Range 44 East, W.M., to be known as RIDGEMONT ESTATES NO. 4 - 5TH ADDITION, described as follows: BEGIN at the Northeast corner of Lot 5 Block 1 of RIDGEMONT ESTATES NO. 4 - 4TH ADDITION; thence South 83 °02'09" West, along Lot 5 Block 1 of RIDGEMONT ESTATES NO 4 - 4TH ADDITION; 112.99 feet; thence South 80 °51'41" West, 233.27 feet; thence North 00 °39'38" East, 137.71 feet to the beginning of a curve concave to the Southeast with a radius of 20.00 feet; thence along a central angle of 71 °28'23 "; thence Northeasterly, along the arc, 24.95 feet to the beginning of a non tangent curve concave to the Northwest with a radius of 515.00 feet; a radial bearing of South 17 °51'59" East, and a central angle of 18 °31'37 "; thence Westerly, along the arc, 166.53 feet; thence North 89 °20'22" West, 443.35 feet to the beginning of a curve concave to the Southeast with a radius of 20.00 feet; and a central angle of 90 °00'00 "; thence Southerly along the arc 31.42 feet.; thence North 89 °20'22" West, 35.00 feet to the East right of way line of Sullivan Road; thence North 00 °39'38" East, along the East right of way line of said road, 100.00 feet; thence South 89 °20'22" East, 35.00 feet to the beginning of a'curve concave to the Northeast with a radius of 20.00 feet, and a central angle of 90 °00'00 "; thence - Easterly along the arc 31..42 feet; thence South 89 °20'22" East, 443.35 feet thence North 00 °39'38" East, 570.00; thence South 89 °20'22" East, 343.44 feet; thence South 67 °52'01" East, 63.82 feet; thence North 71 °15'24" East, 125.00 feet; thence South 26 °13'11" East, 84.57 feet; thence South 33 °41'45" East, 187.21 feet; thence South 56 °18'15" West, 313.78 feet; thence South 33 °08'10" East, 136.33 feet; thence South 12 °22'15" East, 68.45 feet; thence South 02 °45'20" West, 136.49 feet to the point of beginning; Situate in the County of Spokane, State of Washington. VESTED IN: TUPPER & ASSOCIATES INC., a Washington corporation EXCEPTIONS: 1. Taxes and assessments, if any, no search having been made thereof, as to Parcel No. 45252.9062. (Covers property herein described and other property) 2. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: AND: DATED: RECORDED: RECORDING NO.: REGARDING: AREA AFFECTED: 3. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: AND: DATED: RECORDED: RECORDING NO.: REGARDING: (continued) Spokane County, a political subdivision Sullivan South Enterprises, a Washington general partnership September 15, 1988 September 21, 1988 8809210088 Spokane County Sewerage Agreement Order No.: Page No.: AY- 163710M 3 -2nd Rpt Alfons B. Renz and. Hilda E. Renz, Indemnitors Spokane County, Indemnitee December 10, 1975 December 12, 1975 7512120290 To indemnify and release the indemnitee from all actions attributable to the indemnitee locating, establishing, constructing, operating, maintaining and all matters incidental thereto, the drainage control system in conjunction with Ridgemont Estates. NW1 /4 of Sec. 25, _lying NWly of Ridgemont Estates. 4. EASEMENT AND THE TERMS AND CONDITIONS alf GRANTEE: PURPOSE: DATED: RECORDED: RECORDING NO.: By Order No.: Page No.: Spokane County, a political subdivision Allowing natural drainage and/or runoff over and across the above described lands March 29, 1991 April 4, 1991 9104040040 TRANSAMERICA TITLE INSURANCE COMPANY AY- 163710M 4 -2nd Rpt Alan Young, i - Officer For Service on 'this order call: (509) 922 -2222 bci 2 50 ?3E1280 rJLo RE ;TCF(2,..7,07(742.-4, PE; /2 4 oo NI '75 vEz:icr unids,4o:11rca 4..P.:Itir.3y(l.,,AAL • - 77 ½/, INDEMNITY AGREEMENT THIS INDEMNITY AGREEMENT made WITNE-S 3 E. T H , • —cal and entered into by and between Alphons B. Rene and Hilda E. Rens, husband and wife, residing at South 2109 Sullivan Road, Veradale, Washington 99037, hereinafter referred to as the "Indemnitors" and Spokane County, a political subdivision of the State of Washington, having offices for the transaction of business at West 1116 Broadway, Spokane, Washington 99201, hereinafter referred to as the "Indemnitee", jointly hereinafter referred to along with the Indemnitors as tho "Parties". WHEREAS, the Board of County C0famissioners of Spokane County has the care of County property and the management of County :und2; and WHEREAS, the Board of County Commissionera of Spokane County pursuant to the Revised Code of Washington, Chapter 58.17 (Plats—Subdivision:I—Dedications) in approving plats may require conditions therein .for the health, safety, and welfare of the public; and WHEREAS, applicable departments within Spokane County have approved a drainage control system in conjunction with Renz subdivision, to be recorded as Ridgemont Estates, and designated as PE. 963 by appropriate Ccunty departments; and WHEREAS, for the correct operation of said drainage control system various easements on properties owned by the Indemnitors hereinabove were obtained; and WHEREAS, in conjunction with easements granted by the indeMnitors hereinabove, the parties hereto desire to execute an agreement releasing the indemnitee from any and all losses E. ESCILO ) ex Exemto 1,;•c • ey cppur; Clunty Traasumi the I:: emnitce from any and all compensation, and including inverse attributable to Sng, operating, SECTION 1 -- LI.ABILI_TY, LOS0 OR DAMAGE The Indemnitors undertake to indomnify'ard release thereto, the drainage control system in conjunction with Renz Subdivision a /k /a.Ridgernont Estates. 0h J PACE.1d81 to the property, both real and personal, owned by the Indemnitors which may be damaged or injured in anyway as a result of the Indemnitee maintaining any drainage control systems on the Renz Subdivision, to be recorded as Ridgemont Estates, or the Indemnitors' property adjacent thereto; NOW, THEREFORE, in consideration of $1.00 and other good and valuable consideration, receipt of which is hereby acknowl.dged, it is hereby agreed: actions, demands, costs, expenses, all claims of every kind or nature whatsoever age to their person_or property (real and personal) condemnation /arising out of or incident to or the Indentnitee locating, establishing, construct – maintaining, repairing, and all matters.incidental SCTION 2 -- DESCRIPTION OF REAL PROPERTY The real property, ir.cluding.all encumbrances attached and located thereon, which is owned by the Indemnitors, and which is the subject of this indemnity agreement is described as follows: above described, and shall be binding on and:shall inure to the benefit of the parties hereto, their heirs, successors, or aseigr3. The NW 1/4 of Section 25. T. 25N.. R.44 E.W.M. EXCEPT any land lying Southeasterly of the - Northwesterly lire of Ridgemont Estates.. SECTION 3 —• RUN WITH THE LAND This indemnity agreement shall run with the land herein 'F ILeL' Oa R:E7 G3Tz177 1: r. •.:q ". r 4.71q $U' 21 92iAn'86 AIllL14E.^ l:11'c A7011011 SPOKANE COUNTY SEWERAGE AGREEMENT -Y' ANE C' iIury, WASH: !i ?hri $AMPSON THIS AGREEMENT, made and entered into the /5'&44 day of � ( , 1988, by and between SPOKANE COUNTY, a political subdivision of the State of Washington, having offices for the transaction of business at West 1116 Broadway Avenue, Spokane, Washington, 99260, hereafter referred as the "County ", and SULLIVAN SOUTH ENTERPRISES, a Washington general partnership, ha'4}ng offices for the transaction of business at ( t (.k/'` -q< Spokane, Washington, 9921&, and ALFONS B. RENZ AND HILDA E. RENZ, husband and wife, South 2205 Carnine Court, Veradale, Washington, 99037, hereinafter referred to as the - "Owners ", jointly referred to, as the "Parties ". 88- o835 Page - 1 8509210088 "E. 994 PUE 1133 W I T N E S S E T H: WHEREAS, pursuant to the provisions of the Revised Code of Washington, Section 36.32.120(6), the Board of County Commis- sioners of Spokane County, has the care of County property and the management of County funds and business; and WHEREAS, pursuant to the provisions of Chapter 36.94 RCW, Spokane County has the ability to construct, operate, and maintain a system of sewerage within Spokane County consistent with the adopted Comprehensive Waste Water Management Plan; and WHEREAS, Owners are the legal owners of certain real estate located at the northeast corner of Sullivan Road and 24th Avenue, Spokane County, as more particularly described in Attachment "A ", attached hereto and incorporated by reference herein, and hereinafter referred to as the "Property "; and WHEREAS, Owners have made application for a preliminary plat of the Property, to be known as Ridgemont Estates Fourth Addition, and are desirous of subdividing the Property with the availability to connect to the County's general sewerage system; and WHEREAS, the County is desirous of extending a system of sewerage from Sullivan Road and 24th Avenue through the Property, to the Timberlane and Ridgemont Subdivisions, for the purpose of connecting said subdivisions to the County's general sewerage system; and WHEREAS, Owners are willing to provide the County with perpetual easements through the Property, in an alignment acceptable to Owners and the County Utilities Department, and with appropriate access thereto, in order to allow for installation of orr. 994 vr.c(1134 Vr{. a sewerage system through the Property; and the County is willing to make said sewerage system available for connection to future lots within the Property, in a manner consistent with Owners' subdivision plans, upon certain terms and conditions; NOW, THEREFORE, for and in consideration of the mutual promises set forth hereinafter, the Parties hereto mutually agree as follows: Section 1: PURPOSE The County is desirous of constructing a sewerage system, hereinafter referred to as the "Facilities ", through the property, which Facilities will be made available to provide sanitary sewer service to lots within the Property when it is subdivided, as well as connecting the adjacent and existing Timberlane and Ridgemont subdivisions to the County's general sewerage system. Owners are willing to grant to the County perpetual easements, free of encumbrances and with appropriate access, running through the Property in an alignment acceptable to the County, in considera- tion of the County paying all costs for the design and construc- tion of such Facilities. Owners and their successors hereby acknowledge an obligation to pay the County's General Facilities Charge ( "GFC "), monthly service charges, and an In Lieu of Assessment charge (ILA), as specified herein, upon connection of the Property,. or future lots therein, to the Facilities. It is the intent of this Agreement to reduce to writing the Parties' agreement with respect to the conveyance of easements to the County, the design and construction of the Facilities, and related matters. Section 2: CAPITAL CONSTRUCTION The County shall be responsible for the design and construc- tion of the Facilities, generally described as 8 ", 10" and 12" sanitary sewer pipe, and necessary appurtenances thereto. The Facilities are deemed to be a benefit to the public. The design and construction of the Facilities will be in accordance with all applicable Federal, State and Local laws, ordinances, and regulations. The County shall install "Ts" at appropriate locations within the Facilities designated by Owners; however, the County shall not be obligated to install side sewer connection lines from the "Ts" to individual lots, which shall be the Owners' responsibility to install. All manholes installed within the Facilities shall be designed and constructed to include a one foot (1') concrete ring section in order to facilitate adjustment of the manholes to a proper elevation at such time as roads are constructed within the Property. Page - 2 Section 4: PAYMENT OF GFC AND ILA This section shall apply only to those residential lots which result from approved subdivision of the Property, and which are adjacent to the Facilities and connectable by side sewer thereto. The owner of each lot at the time of hook -up to the County's general sewerage system shall pay the County's General Facilities Charge (GFC) that is current at that time, reduced by any County participation moneys then applicable to reduce said charge (the present GFC amount equals $770.00 for residential properties, currently reduced by a forty percent (40 %) County subsidy, leaving $462.00 payable by the property owner). Each lot owner at the time of hook -up shall also pay an In Lieu of Assessment charge (ILA). This charge is deemed equivalent to the special benefit that the County's sewerage system is determined to provide to parcels of land within the most recent County ULID, reduced by applicable County participation moneys. ?,tic. 994 PIbE 1135 Owners agree to grant to the County perpetual easements in the property, free of any encumbrances, along with temporary access easements thereto, all as specifically indicated on Attachment "B ", attached hereto and incorporated by reference herein. Owners agree, within ten (10) days of written request by the County, to execute any and all necessary perpetual easement(s), temporary construction easement permits, access easements, or any other documents required of Owners under the terms of this Agreement. Section 3: USE OF CONSTRUCTED SUBDIVISION SEWER FACILITY Only the Owners of the Property, or subsequent owners, and their successors, assigns or heirs, shall be permitted or author- ized under this Agreement, to tap into or use the Facilities. Owners shall be responsible for the design and construction of any other facilities on the Property, other than the Facilities to be constructed by the County as described herein, that may be . necessary in order to use or connect to the Facilities, in conjunction with the subdividing of the Property. As owner of the Facilities, the County may allow, at its sole discretion,' other persons, firms or corporations outside the Property to tap into or use the Facilities. Additionally, as owner, the County will be responsible for maintenance and operation of the Facilities once constructed and accepted by the County. All users of the Facilities shall pay a monthly Main- tenance and Operation Fee as established by the Board of County Commissioners. Page - 3 OF F. 99 4 PLC E 1136 Under this Agreement, the ILA payable at the time of hook -up shall be permanently fixed at $1,500.00 (the special benefit for residential parcels within a ULID is currently $2,500.00, which amount is currently reduced by a forty percent (40 %) County subsidy, leaving a balance of $1,500.00 payable). Each lot within the Property connecting directly, or indirectly, to the Facilities shall receive a credit of $700.00 against the ILA amount at the time of hook -up. This credit given by the County is in consideration of Owners' granting to the County perpetual easements at the east and west terminus of the East -West Sewer line easements, as indicated on Attachment "B ", the loss of crop revenues to Owners, engineering expenses previously incurred by Owners, the nuisance of the sewer line passing through the Property prior to subdivision and the reduction in value of certain private lots within the Property due to the County easements. A further credit of $500.00 shall be allowed against the ILA to each lot owner at the time of hook -up to compensate for the County's not installing side sewer lines connecting the "Ts" to individual lots, as would be the case if the County was installing a ULID sewerage system (the amount of 'this: additional credit amount is based upon the average cost of installing a side sewer connection, estimated as approximately $500.00; from bids received recently). The GFC applicable under County ordinance or resolution at the time of hook -up of an individual lot shall be the amount payable, less any County participation moneys applicable to reduce said amounts at the time of hook -up. The GFC amount may increase. or change from present figures due to periodic adjustments by the County, and the level of applicable participation moneys may also be reduced or change according to County policy. The combined $1200.00 credit allowed future lot owners shall remain constant, as will the ILA amount. Section 5: COMPLIANCE WITH LAWS The Parties hereto specifically agree to observe all federal, state and local laws, ordinances and regulations, including, but not necessarily limited to, chapter 49.60 RCW, to the extent that they may have any bearing on either providing any money under the terms of this Agreement or the services actually provided under the terms of this Agreement. Section 6: MODIFICATION No modification or amendment of this Agreement shall be valid until the same is reduced to writing and executed with the same formalities as this present Agreement. Page - 4 VCL. 994 PACE 1137 Page - 5 Section 7: VENUE STIPULATION This Agreement has and shall be construed as having been made and delivered in the State of Washington, and the laws of the State of Washington shall be applicable to its construction and enforcement. Any action at law, suit in equity or judicial proceeding for the enforcement of this Agreement or any provision hereto shall be instituted only in courts of competent jurisdic- tion within Spokane County, Washington. Section 8: WAIVER No officer, employee, agent or otherwise of the County has the power, right or authority to waive any of the conditions or provisions to this Agreement. No waiver of any breach of this Agreement shall be held to be a waiver of any other or subsequent breach. All remedies afforded in this Agreement or at law shall be taken and construed as cumulative, that is, in addition to every other remedy provided herein or by law. Failure of the County to enforce at any time any of the provisions of this Agreement or to require at any time performance by the Contractor of any provision hereof shall in no way be construed to be a waiver of such provisions, nor in any way affect the validity of this Agreement or any part hereof, or the right of the County to hereafter enforce each and every such provision. Section 9: ALL WRITINGS CONTAINED HEREIN This Agreement contains all the terms and conditions agreed . upon by the Parties. No other understandings, oral or otherwise, regarding the subject' matter of this Agreement shall be deemed to exist or to bind any of the Parties hereto. Owners have read and understand all of this Agreement, and now state that no represen- tation, promise or agreement not expressed in this Agreement has been made to induce Owners to execute the same. Section 10: TERMINATION The County shall have no obligation of any kind or nature whatsoever to either design or construct the Facilities described hereinabove until Owners have granted to the County that right -of- way and /or perpetual easements and /or construction easement(s) as proved for hereinabove. Subsequent to the granting of such right -of -way, perpetual easement(s), and /or construction ease - ment(s), respectively, neither Party may terminate this Agreement for any reason whatsoever. Section 11: TIME IS OF THE ESSENCE Time is of the essence of this Agreement. If either Party shall fail to perform the Agreement on his part to be performed, at the time fixed for performance, the other Party may exercise any right as proved for herein. Section 12: RECORDING This Agreement, upon execution by both Parties, shall be recorded in the Spokane County Auditor's Office. The provisions within this Agreement shall run with the Property, and bind the Owners and their successors, assigns and heirs. IN WITNESS WHEREOF the Parties hereto have caused this Agreement to be executed on the day and year first set forth above. ATTEST: WILLIAM E. DONAHUE, Clerk of the. Board By a,(,C.c'.�. -, c /Lien Deputy Crk STATE OF WASHINGTON ) ss County of Spokane ) Page - 6 HOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON vet: 994 v'.CE 1138 SULLIVAN SOUTH ENTERPRISES, a Washington general partnership V 1c0),A, S), N•v,.. (Title) On this / d ay of i %,(.,,,G�.. , 1988, personally appeared before me ld,r.,,i"(,J /, to me known to be Yet: 994 PACE 1139 r; , the �l�.r ;,,:.� � -•., :a, .l�,.,. of the above -named general partnership that executed the within and foregoing instrument, and ac- knowledged said instrument to be the free and voluntary act and deed of said general partnership, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute said instrument. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my seal the day and year first above written. , ",,,,, ,,,, S E S THO 'a . • �,`P9,:S'ltta : e er • ' ':: T,'. :Y �• x WAS STATE OF WASHINGTON ) ) ss County of Spokane ) Page v9: s 'e1 � > as ', ti:TA`tV ` Notary Public in and for the State of Washington, residing at Spokane. My commission ex- pires l- ! / 9 •// E ,YC- ,,, r 76/2,4_1 HILDA E. RENZ ONS B. RENZ On this day personally appeared before me ALFONS B. RENZ and HILDA. E. RENZ, 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. T .GIVEN under my hand and official seal this /C day of /�•.. 1 , 1988. Notary Public in and for the State of Washington, residing at Spokane. My commission ex- pires <� -� /•i•;' (1) Parcel No. 25545 -9054, more particularly described as that portion of the North Half of Section 25, Township -2-5—N— Range _,49..E.W: -M., .lying Wly of Ln Daf ";� "Beg202M1.J5 ft. W of NE Coi th S 80 deg 08 min 14 sds E 152.25 ft th S 50 deg 22 min 27 sds E to W In of Ptn known as Ridgemont Est 12 th Sly alg sd In to W ln of Ridgemont Est Add th Sly alg sd W In to S ln. of NW 1/4 and term of sd In exc W 1/2 of NW 1/4 and exc N 480 ft of W 726 ft of NE 1/4 of NW 1/4 and exc Rds, Spokane County. (1) Parcel No. 25542 -9058, more particularly described as the West Half of the Northwest Quarter of Section 25 Township 25 N.., Range E.W.M., and the N 480 ft of - W 726 ft of NE 1/4 of:NW 1/4 exc Ptn of NW 1/4 of NW 1/4 Daf; Beg at NW cor Sec 25 th E. alg the N In SD Sec 870.00 ft th S at R/A to SD N Ln 730.00 ft to Beg of a Cur to the Lft th alg sd Cur having a Rad,of 475.00 ft through a C/A of 15 deg 21 min 06 sds. 127.27 ft th W at R/A to W In sd Sec 25 887.67 ft. to sd W ln th N alg sd W Ln 855.00 ft to POB exc Rd R /W, all in Section 25, Township 25 N., Range 44 E.W.M., Spokane County. , . Y , , - I Page - 8 ATTACHMENT "A" ° 994 MCC 1140 YPL L 3104040040 SPOKANE COUNTY ENGINEERING DEPARTMENT . Spokane County, Washington pRAINAGE EASEMENT YOt. ilc8'UPdGEl Ivry FILED •ILCURDED REOUEST If Ara 11 10 is A l '91 WILLIAH C. DONAHUE AUDICOR SPOKANE, COUNTY, WASH. SAMPSON The Grantor(e) Sullivan South Enterprieee, A Washington Corporation of the County of Spokane, State of Washington, for and in consideration of Mutual Benefits, the receipt of which is hereby acknowledged, grants to Spokane County, a political subdivision of the State of Washington, an Easement over, under, upon and across the hereinafter described lands situated in the County of Spokane, State of Washington: A Drainage Easement over that portion of the Northwest Quarter (NW 1 /4) of Section 25, Township 25 North, Range 44 East, N.H., in Spokane County, -- Washington, described as followe, Begin at the Northeast corner of Lot 4, Block 3, Ridgemont Estates No. 4 - 1st Addition as per plat thereof recorded in Volume 19 of Plats, page 27 in Spokane County, Washington; thence the next three courses and distances along the North line of said Ridgemont Estates No. 4 - 1st Addition, 367 "W a distance of 77.37 feet. thence 585 a distance of 83.88 feet; thence N89 "W a distance of 374.46 feet; thence N89 "W a distance of 80.00 feet; thence N00 "E a distance of 300.00 feet; thence 589 a distance of 175.97 feet; thence . N27 "E a distance of 100.00 feet; thence 562 a distance of 125.00 feet to the True Point of Beginning; thence - . N27'79'38 "E a distance of 56.00 feet; thence N62 20'22"W a feet; 13.00 56.00 to the True P.O.B. • Situate in the County of Spokane, State of Washington. The Easement granted to Spokane County and its authorized agents is for the sole purposes of allowing natural drainage and /or runoff over and across the above ' described lands. The Grantor(e) hereby agree not to obstruct, artificially collect or discharge the flow across or adjacent to the above described lands. The Grantor(s) agree that Spokane County accepts no responsibility for maintaining the drainage Eaeement. The Grantor(e) accept complete and total responsibility for the conetruction and perpetual maintenance of the facilities located within this drainage Easement per plane on file in the office of the Spokane County Engineer. The Grantor(e) hereby releases Spokane County, and all ite officers, employees, and agents from any responsibility or liability for any damage whatsoever including inverse condemnation by or to any and all persona or property arising out of or in any way incident to or attributable to the storm drainage within said Eaeement. The Eaeement described hereinabove is to and shall run wLth the land. No modification of the boundaries of 'laid Eaeement can be made without the prior approval of Spokane County. L E EndM Tax Emmy, D.I.. k/&" 1977 Spolan. Ceunry T,.af. (over) IPf• 1 1? UI.IICE1 . 1 Y 1 ! IN WITNESS WHEREOF, we have hereunto oat our hand(s) and aeal(s) this L , 9 ry day of M0.r'< - 1991. M. 11 8 u 'ACE 118 4 SULLIVAN SOUTH ENTERPRISES • Kennet & J. Attorne Alfons. B. Renz Attorney in Fact Kenneth J. Tupper and Alfons B. Rent are Attornev in Fact for the following: Alfons B. and Hilda E. Renz, husband and wife; and Bruce B. Butler, Trustee, Bruce B. Butler, P.S. Profit Sharing Trust; and James R. Wilharm and Mary Haney, Co- Trustees, Evergreen Wholesale Lumber, Inc., Profit Sharing; and Brian Jenner, Trustee, Brian Jenner, Pension - Trust; And . -- ... James F. O'Connell &- Associates, Inc., A Washington Corporation; and Fern B. Klaus, a single person; and Tony Higley, a married man dealing in his sole and separate property; and Douglas Coins, Inc., A. Washington Corporation; and. Ronald P. Douglas and Dennis L. Douglas, Co- Trustees, .Douglas Coins, Inc., Profit Sharing Trust; and . Terence R. and Marjorie P. Whitten, husband and wife; and Kenneth J. Tupper, Trustee, Tupper, Inc., Profit. Sharing Trust.. •u r•_efforeeljim 54 ,)Iii')t)atU'd STATE' OF WASHINGTON, . , .. ) • . - COUNTY. OF SPOKANE On this 2.9 day of NA d.rc. h 1991, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn personally appeared Kenneth J. Tupper and Alfons B. Renz to me known to be the individuals described in and who executed the foregoing instrument for themselves and as Attorney,, in Fact for Sullivan South Enterprises, A Washington Corporation also therein described, and acknowledged to me-that they signed and sealed the game as their voluntary act and deed and as the free and voluntary act and deed of the said principal for the uses and purposes therein mentioned, and on oath stated that the Power of Attorney authorizing the execution of this instrument has not been revoked and that the paid principal is now living. IN WITNESS WHEREOF, I have hereunto set my hand and affixed .my. official seal, the- ' day and year first above written. Notary Public In and for the State of Washington, residing at Spokane. .: - "1 FROM ANGLE DIST NORTH EAST TO P1423D RIDGEMONT ESTATES #4 5TH ADD PLAT BOUNDRY 6 -9 -92 D.B. AUTO INVERSE * * * ** START 2000.00000 2000.00000 1 1 INV N 0 39 38.0 E 100.0000 2099.99335 2001.15286 2 2 INV S 89 20 22.0 E 35.0000 2099.58985 2036.15054 3 RADIAL N 89 20 22.0 W DELTA 90 00 00.0 LT RADIUS 20.0000 TAN 20.0000 L -ARC 31.4159 RADIAL S 0 39 38.0 W RP 2099.35928 2056.14921 4 3 CHORD S 44 20 22.0 E 28.2843 2079.36061 2055.91863 5 TAN @PT S 89 20 22.0 E 5 INV 8 89 20 22.0 E 443.3500 2074.24940 2499.23917 6 6 INV N 0 39 38.0 E 570.0000 2644.21152 2505.81048 7 7 INV S 89 20 24.3 E 343.4400 2640.25598 2849.22774 12 12 INV S 67 52 01.0 E 63.8200 2616.21124 2908.34494 13 13 INV N 71 15 24.0 E 125.0000 2656.37740 3026.71588 14 14 INV S 26 13 11.0 E 84.5700 2580.50912 3064.08014 15 15 INV S 33 41 45.0 E 187.2100 2424.75143 3167.94124 16 16 INV S 56 18 15.0 W 313.7800 2250.67133 2906.87802 17 17 INV S 33 08 10.0 E 136.3300 2136.51208 2981.40006 18 18 INV S 12 22 15.0 E 68.4500 2069.65139 2996.06466 19 19 INV S 2 45 20.0 W 136.4900 1933.31921 2989.50291 20 20 INV S 83 02 09.0 W 112.9900 1919.61934 2877.34653 21 21 INV S 80 51 41.0 W 233.2700 1882.57059 2647.03742 22 22 INV N 0 39 38.0 E 137.7100 2020.27144 2648.62503 23 RADIAL N 89 20 22.0 W DELTA 71 28 23.0 RT RADIUS 20.0000 TAN 14.3908 L -ARC 24.9488 RADIAL N 17 51 59.0 W RP 2020.04087 2668.62370 24 23 CHORD N 36 23 49.5 E 23.3624 2039.07636 2662.48773 25 TRN@PT N 72 08 01.0 E RADIAL S 17 51 59.0 E DELTA 18 31 37.0 RT RADIUS 515.0000 TAN 83.9974 L -ARC 166.5284 RADIAL S 0 39 38.0 W RP 2529.24025 2504.48659 26 25 CHORD S 81 23 49.5 W 165.8039 2014.27447 2498.54935 27 TAN @PT N 89 20 22.0 W 27 INV N 89 20 22.0 W 443.3500 2019.38568 2055.22882 28 RADIAL N 0 39 38.0 E DELTA 90 00 00.0 LT RADIUS 20.0000 TAN 20.0000 L -ARC 31.4159 RADIAL N 89 20 22.0 W RP 1999.38701 2054.99825 29 28 CHORD S 45 39 38.0 W 28.2843 1999.61759 2034.99957 30 TAN @PT S 0 39 38.0 W 30 INV N B9 20 22.0 W 35.0000 2000.02109 2000.00190 31 LAT & DEP ' - 0.02109 - 0.00190 31 HCLOSE S 5 09 03.9 W -0.0212. 2000.00000 2000.00000 1 PREC = 1 TO 180609 Area = 397731.87 sq ft 9.13067 ac FROM ANGLE DIST NORTH EAST TO p1423d Ridgemont Estates #4 5th add plat boundry 4 -8 -92 D.B. AUTO INVERSE * * * ** START 2000.00000 2000.00000 1 1 INV N 0 39 38.0 E 100.0000 2099.99335 2001.15286 2 2 INV S 89 20 22.0 E 30.0000 2099.64750 2031.15087 3 RADIAL N 89 20 22.0 W DELTA 90 00 00.0 LT RADIUS 20.0000 TAN 20.0000 L -ARC 31.4159 RADIAL S 0 39 38.0 W RP 2099.41692 2051.14954 4 3 CHORD S 44 20 22.0 E 28.2843 2079.41825 2050.91897 5 TAN @PT 5 89 20 22.0 E 5 INV S 89 20 22.0 E 448.3500 2074.24940 2499.23917 6 RADIAL S 0 39 38.0 W DELTA 5 56 16.0 LT RADIUS 455.0000 TRN 23.5978 L -ARC 47. 1534 RADIAL S 5 16 38.0 E RP 2529.21916 2504.48469 7 6 CHORD N 87 41 30.0 E 47.1323 2076.14775 2546.33319 8 TRN @PT N 84 43 22.0 E RADIAL S 5 16 38.0 E DELTA 95 56 16.0 RT RADIUS 20.0000 TAN 22.1880 L -ARC 33.4886 RADIAL N 89 20 22.0 W RP 2096.06298 2544.49370 9 8 CHORD N 47 18 30.0 W 29.7113 2096.29355 2524.49503 10 TAN@PT N 0 39 38.0 E 10 INV N 0 39 38.0 E 547.6700 2643.92715 2530.80890 11 11 INV S 89 20 22.0 E 318.4400 2640.25598 2849.22774 12 12 INV S 67 52 01.0 E 63.8200 2616.21124 2908.34494 13 13 INV N 71 15 24.0 E 125.0000 2656.37740 3026.71588 14 14 INV S 26 13 11.0 E 84.5700 2580.50912 3064.08014 15 15 INV S 33 41 45.0 E 187.2100 2424.75143 3167.94124 16 16 INV S 56 18 15.0 W 313.7800 2250.67123 2906.87802 17 17 INV S 33 08 10.0 E 136.3300 2136.51208 2981.40006 18 18 INV S 12 22 15.0 E 68.4500 2069.65139 2996.06466 19 19 INV S 2 45 20.0 W 136.4900 1933.31921 2989.50291 20 20 INV S 83 02 09.0 W 112.9900 1919.61934 2877.34653 21 21 INV S 80 51 41.0 W 233.2700 1882.57059 2647.03742 22 22 INV N 0 39 38.0 E 137.7100 2020.27144 2648.62503 23 RADIAL N 89 20 22.0 W DELTA 71 28 23.0 RT RADIUS 20.0000 TAN 14.3908 L -ARC 24.9488 RADIAL N 17 51 59.0 W RP 2020.04087 2668.62370 24 23 CHORD N 36 23 49.5 E 23.3624 2039.07636 2662.48773 25 TRN @PT N 72 08 01.0 E RADIAL S 17 51 59.0 E DELTA 18 31 37.0 RT RADIUS 515.0000 TAN 83.9974 L -ARC 166.5284 RHUSHL D @ J7 JO.'0 W RP 2529.24025 2504.48659 26 25 CHORD S 81 23 49.5 W 165.8039 2014.27447 2498.54935 27 TAN @PT N 89 20 22.0 W 27 INV N 89 20 22.0 W 448.3500 2019.44333 2050.22915 28 RADIRL N 0 39 38.0 E DELTA 90 00 00.0 LT RADIUS 20.0000 TAN 20.0000 L -RRC 31.4159 RADIAL N 89 20 22.0 W RP 1999.44466 2049.99858 29 28 CHORD S 45 39 38.0 W 28.2843 1999.67523 2029.99991 30 TAN@PT S 0 39 38.0 W 30 INV N 89 20 22.0 W 30.0000 2000.02109 2000.00190 31 LAT & DEP - 0.02109 - 0.00190 31 HCLOSE S 5 09 03.9 W 0.0212 2000.00000 2000.00000 1 PREC = 1 TO 182182 Area = 383183.25 sq ft 8.79668 ac FROM ANGLE DIST NORTH EAST TO block 2 sidelines AUTO INVERSE ***** START 2200.42887 2939.67581 32 32 INV S 33 08 10.0 E 76.3300 2136.51208 2981.40006 18 18 INV S 12 22 15.0 E 68.4500 2069.65139 2996.06466 19 19 INV S 2 45 20.0 W 136.4900 1933.31921 2989.50291 20 20 INV S 83 02 09.0 W 112.9900 1919.61934 2877.34653 21 21 INV S 80 51 41.0 W 233.2700 1882.57059 2647.03742 22 22 INV N 0 39 38.0 E 137.7100 2020.27144 2648.62503 23 RADIAL N 89 20 22.0 W DELTA 71 28 23.0 RT RADIUS 20.0000 TAN 14.3908 L -ARC 24.9488 RRDIRL N 17 51 59.0 W RP 2020.04087 2668.62370 33 23 CHORD N 36 23 49.5 E 23.3624 2039.07636 2662.48773 34 TAN@PT N 72 08 01.0 E RADIAL S 17 51 59.0 E DELTA 15 49 46.0 LT RADIUS 515.0000 TAN 71.5970 L -ARC 142.2821 RADIAL S 33 41 45.0 E RP 2529.24025 2504.48659 35 34 CHORD N 64 13 08.0 E 141.8300 2100.76310 2790.20031 36 TAN @PT N 56 18 15.0 E 36 INV N 56 18 15.0 E 179.6600 2200.43558 2939.67644 37 LRT & DEP - 0.00671 - 0.00063 37 HCLOSE S 5 22 11.2 W 0.0067 2200.42887 2939.67581 32 PREC = 1 TO 165078 Area = 70927.17 sq ft 1.62826 ac FROM ANGLE DIST NORTH EAST TO block 1 sidelines AUTO INVERSE * * * ** START 2096.29355 2524.49503 10 10 INV N 0 39 38.0 E 547.6700 2643.92715 2530.80890 11 11 INV S 89 20 22 E 318.4400 2640. - 598 2849.22774 12 RADIAL S 76 02 53._ W DELTA 19 44 38.0 LT 87.0117 L -ARC 172 RADIAL S 56 18 15V W RP 2760.80998 3334.47689 38 12 CHORD S 23 49 26.0 E 171.4467 2483.41802 2918.47965 39 TAN @PT S 33 41 45.0 E 39 INV S 33 41 45.0 E 167.2100 2344.30022 3011.24507 40 RADIAL N 56 18 15.0 E DELTA 90 00 00.0 RT RADIUS 20.0000 TAN 20.0000 L -ARC 31.4159 RADIAL S 33 41 45.0 E RP 2333.20454 2994.60518 41 40 CHORD S 11 18 15.0 W 28.2843 2316.56465 3005.70086 42 TAN @PT S 56 18 15.0 W 42 INV S 56 18 15.0 W 220.0000 2194.51219 2822.66208 43 RADIAL S 33 41 45.0 E DELTA 90 00 00.0 RT RADIUS 20.0000 TAN 20. 0000 L -ARC 31.4159 RADIAL S 56 18 15.0 W RP 2211.15208 2811.56640 44 43 CHORD N 78 41 45.0 W 28.2843 2200.05640 2794.92651 45 TAN @PT N 33 41 45.0 W 45 INV N 33 41 45.0 W 119.2900 2299.30502 2728.74634 46 RADIAL S 56 18 15.0 W DELTA 26 16 36.0 RT RADIUS 385.0000 TAN 89.8639 L -ARC 176.5665 RADIAL S 82 34 51.0 W RP 2512.89683 3049.06421 47 46 CHORD N 20 33 27.0 W 175.0232 2463.18281 2667.28742 48 TAN @PT N 7 25 09.0 W RADIAL S 82 34 51.0 W DELTA 42 49 50.0 RT RADIUS 15.0000 TAN 5.8831 L -ARC 11.2130 RADIAL N 54 35 19.0 W RP 2465.11972 2682.16184 49 48 CHORD N 13 59 46.0 E 10.9538 2473.81137 2669.93665 50 TAN @PT N 35 24 41.0 E RADIAL S 54 35 19.0 E DELTA 283 10 23.0 LT RADIUS 50.0000 TAN 39.6487 L -ARC 247.1151 RADIAL S 22 14 18.0 W RP 2502.78353 2629.18602 51 50 CHORD S 73 49 29.5 W 62.1332 2456.50265 2610.26301 52 TAN @PT S 67 45 42.0 E RADIAL N 22 14 18.0 E DELTA 58 46 36.0 RT RADIUS 15.0000 TAN 8.4480 L -ARC 15.3877 RADIAL N 81 00 54.0 E RP 2442.61839 2604.58611 53 52 CHORD S 38 22 24.0 E 14.7218 2444.96103 2619.40205 54 TAN @PT S 8 59 06.0 E RADIAL S 81 00 54.0 W DELTA 24 42 39.0 LT TAN 95.2862 L -ARC 187.6092 RADIAL S 56 18 15.0 W RP 2512.89753 3049.06428 55 54 CHORD S 21 20 25.5 E 186.1585 2271.56653 2687.14668 56 TAN @PT S 33 41 45.0 E 56 INV S 33 41 45.0 E 119.1500 2172.43439 2753.24919 57 RADIAL N 56 18 15.0 E DELTA 91 26 41.0 RT RADIUS 20.0000 TAN 20.5108 L -ARC 31.9202 RADIAL S 32 15 04.0 E RP 2161.33871 2736.60930 58 57 CHORD S 12 01 35.5 W 28.6386 2144.42436 2747.28191 59 TAN @PT S 57 44 56.0 W RADIAL S 32 15 04.0 E DELTA 26 58 26.0 RT RADIUS 455.0000 TAN 109.1262 L -ARC 214.2063 RADIAL S 5 16 38.0 E RP 2529.22581 2504.47985 60 59 CHORD S 71 14 09.0 W 212.2337 2076.15440 2546.32835 61 TRN @PT S 84 43 22.0 W RADIAL S 5 16 38.0 E DELTA 95 56 16.0 RT RADIUS 20.0000 TAN 22. 1880 L -ARC 33.4886. RADIAL N 89 20 22.0 W RP 2096.06963 2544.48886 62 61 CHORD N 47 18 30.0 W 29.7113 2096.30020 2524..49019 63 TAN @PT N 0 39 38.0 E LAT & DEP - 0.00665 0.00484 63 HCLOSE S 36 04 08.9 E 0.0082 2096.29355 2524.49503 10 PREC = 1 TO 321517 Area = 175589.97 sq ft 4.03099 ac FROM ANGLE DIST NORTH EAST TO block 3 sidelines AUTO INVERSE * * * ** START 2616.21124 2908.34494 13 13 INV N 71 15 24.0 E 125.0000 2656.37740 3026.71588 14 14 INV S 26 13 11.0 E 84.5700 2580.50912 3064.08014 15 15 INV S 33 41 45.0 E 187.2100 2424.75143 3167.94124 16 16 INV S 56 18 15.0 W 105.0000 2366.49912 3080.58182 64 RADIAL S 33 41 45.0 E DELTA 90 00 00.0 RT RADIUS 20.0000 TAN 20.0000 L -ARC 31.4159 RADIAL S 56 18 15.0 W RP 2383.13901 3069.48614 65 64 CHORD N 78 41 45.0 W 28.2843 2372.04333 3052.84626 66 TRN @PT N 33 41 45.0 W 66 INV N 33 41 45.0 W 167.2100 2511.16113 2960.08084 67 RADIAL S 56 18 15.0 W DELTA 14 57 09.0 RT RADIUS 450.0000 TAN 59.0539 L -ARC 117.4367 RADIAL S 71 15 24 W " RP 2760._._389 3334.47835 68 67 CHORD N 26 13 10.5 W 117.1037 2616.21571 2908.34296 69 WV LAT ' 7EP -0°'448 0"00198 69 HCLOSE S 23 49 03. E 0.0049 2616" 124 2908.34494 13 PREC = 1 TO 167186 Area = 36111.46 sq ft 0°82900 ac FROM ANGLE DIST NORTH EAST TO centerline 20th ave AUTO INVERSE ***** START 2000.00000 2000"00000 1 1 INV N 0 39 38.0 E 50.0000 2049.99668 2000.57643 70 70 INV S 89 20 22^0 E 498.3500 2044.25139 2498.89331 71 RADIAL S 0 39 38"0 W DELTA 34 21 23.0 LT RADIUS 485"0000 TAN 149.9303 L-ARC 290.8216 RADIAL S 33 41 45.0 E RP 2529.21916 2504.48469 72 71 CHORD N 73 28 56.5 E 286.4841 2125.70184 2773.55489 73 TAN@PT N 56 18 15"0 E 73 INV N 56 18 15.0 E 34.0300 2144.58114 2801"86766 74 74 INV N 56 18 15.0 E 145.9300 2225.54076 2923.28062 75 75 INV N 33 08 10.0 W 30.0000 2250.66199 2906.88172 76 LAT & DEP 0"00934 -0.00371 76 HCLOSE N 21 37 59.7 W 0.0100 2250.67133 2906.87802 17 PREC = 1 TO 10439,2 No Area FROM ANGLE DIST NORTH EAST TO centerline cul d sac AUTO INVERSE ***** START 2144.58114 2801.86766 74 74 INV N 33 41 45.0 W 169.2900 2285.42948 2707.94829 78 RADIAL S 56 18 15,0 W DELTA 32 18 58.0 RT RADIUS 410.0000 TAN 118.7906 L~ARC 231.2492 RADIAL S 88 37 13.0 W RP , 2512^89089 3049.06603 79 78 CHORD N 17 32 16.0 W 228.1962 2503.01876 2639.18490 80 TAN@PT N 1 22 47"0 W 80 INV S 88 37 13.0 W 10^0000 2502.77798 2629.18780 81 81 IN ' N 89 20 22.0 W 100.0000 2503^93084 2529.19444 82 82 INV N 0 39 38.0 E 140"0000 2643.92154 2530.80845 83 LAT & DEP 0.00562 0^00046 83 HCLOSE N 4 38 35.0 E 0.0056 2643.92715 2530.80890 11 PREC = 1 TO 115423 No Area SPOKANE COUNTY COURT HOUSE MEMORANDUM Thank you. sam Enclosure c: Ken Tupper, 12929 East Sprague, Spokane, WA 99216 Sriasannm Enclosed find copies of the above referenced final plat. Please review and forward any comments by April 10, 1992. If you have any questions you may contact Tim Lawhead at 456 -2205. REC[WL]) ft1AR 3 0 1992 Cenliy Engineering PLANNING DEPARTMENT BROADWAY CENTRE BUILDING N. 721 JEFFERSON STREET PHONE 456-2205 SPOKANE, WASHINGTON 99260 ID Division of Engineering and Roads Division of Utilities Division of Buildings Spokane County Health District Fire Protection District No. 1 Vera Irrigation District FROM: Tim Lawhead, Planner II DATE: March 27, 1992 SUBJECT: Review of Final Plat PE- 1423 -82D Ridgemont Estates 114 5th Addition • MAR-05—'92 12:16 ID:IUTILITY SP0 OFFICE or TIM COUNTY ENGINEER Ronald C. Hormann, I'.E., County Engineer PRIORITY FEE AGREEMENT Agreement Number P This agreement between Spokane County and T.D.C., Inc. whose interest in the project is developer is entered into this 6th day of March , 199 92 . This agreement is applicable to the project known as: Ridgemont Estates No. 4, Addn 5 That the individuals and parties named herein as having an interest in the above described property or project agree to the following: 1. They request that priority review be given to their project. 2. They agree to reimburse Spokane County for project review fees as specified in Board of County Commissioner's Resolution 80 -1592 attachment C, as amended. The fees will be based on doubletime cost incurred by Spokane County for project reviews plus ten percent administrative charge, and will he billed monthly as accrued. 3. The undersigned agrees that these fees are due and payable upon receipt of the billing as specified above. The monthly billing should be sent to the attention of: k\g \I \t \priority. fee N.811 Jefferson Mary Redman T.D.C., Inc. F 12Q2q Snr qti Spokane, WA 99216 TEL NO:509- 456 -4715 #854 P02 A DIVISION OF THE PUBLIC WORKS DEI'AMfMENT Dennis M. Scott, P.E., Director I understand that failure to pay these fees may result in delay in completion of approval of the project or other possible sanctions. Qy o Spokane. WA 99200 -OISO (50 -3o00 FAX :S091456 -1715 March 6, 1992 Mr. Gary Nelson Spokane County Engineers North 811 Jefferson Spokane, WA 99201 Dear Gary: Sincerely, KENNETH J. TUPPER TUPPER & ASSOCIATES, INC., REALTORS 1/2 Fk • 0 ES E Fk Lr: • Please find enclosed the overtire agreements for Ridgemont Estates No. 4, Additions 4 and 5. I will be following up on this with you next week. 1 • E. 12929 SPRAGUE AVENUE SPOKANE, WA 99216 PHONE: (509) 928-1991 4 1 2 • •• i t • 11 KENNETH TUPPER 3 1 ," SHARON L. TUPPER • N. 224 MOFFITT LN. P11. 924-3518 SPOKANE, WA • 99206 • Pay To - ..The Order Of • I . \ VALLEY ORFIC9 I „ t $ iCFARMERSWMERCHANTS BANK ;• • • • ; t:. • . • MEMBER■FDIC:', j % t - - 1 9 4, P, 2 0 3 3•: 98-574/1251 a 14 ‘79.:7.....:;2 . '..s.....:• si\co., • Oi: . - . . Dollars.." -. t • 3 '' .9 ::::it:T, z ,, OPPORTUNE:1Y AS191INGTON' 99214,E I 7,9, 9 , ,, , 9 1 : FOE • VI.. 1 —‘)A 6e -11 k. w`:'-''' ... - -*' . I --. - 9';. , t; -- .0: -•°..I0: 27 r 1 1-.Lt371;tr:;swLt:7":,1 7:: LIT.,.. : 1 4 6 2 20 203 3 .... : ..-..--; ; 1: li . I • °CURREN} INC-. CIXONDO IMMO CO 1041 n Din 44.11 •,,, • • • • ; ^ • • ktfaC 42eat.tA ';'"? ;:. °‘: MADE IN U S A 0 WesonJoom.1989 ,20 /ffai,_• RECEIPT 125748 RECEIVED FROM A<2 /1/2/24 • Address 02 OA DOLLARS I Ed ( AP V 1.14 / * 6 . FOR A ; • ACCOUNT BEGINNING BALANCE AMOUNT PAIL) BALANCE DUE HOW PAID CASH CHECK MONEY ORDER BY • , , " • R d �,� DATE = 5/6/9" SUBAREA 1 = 8.71 ACRES TOTAL. AREA = 8.71 ACRES OVERLAND FLOW VALUES CL = .15 L -_ 950 N - ._. • = -.02 CHANNEL FLOW VALUES L = 0 TD = 0 RATIONAL FORMULA HYDROLOGY DESIGNER = D.H.C. PROaEcr NAME _= RLDGEI°IONf ESTATES NCI. 4 –.5TH ADDITION DESCRIPTION = STORM'Wi1TER FROM WEST OF PLAT BASIN W SUBAREA 1 RUNOFF COEFFICIENT = .15 COMPOSITE RUNOFF COEFFICIENT .15 COMPUTED VALUES . DUR = 14.41 150 = � .53 0 50 = :. 0 —j 3 — 7o u e it B &a_ D -'- wu-u_5 PL.—us OA = 0.00 S i N Ca L>✓ E ARP -.EL1� RBI w�l. -L WCrIK ZER.o S7D RAGE UoL ✓ME (AGNAIIY 804w. FT. pgpvio ) ,19 0 7Th'D 17" -- --{ -_ - 4 1 2G7 1 7 2 _ 1 ' I I G l ► ___ _ — H L _ _ __I \ I 1 I �_r I r v C- N A-2:ArplE 4 CH 3 III I - —_-1 __ _—I I I 1 �yI - - • a. r -- 1 ) 26 15 NP TIED J 3 = UNDEvELO AP., mo' G`- IN 5 o U p- FI TUR PAV'T ` I68— AWALE5 , - v. 12- 4 S 7 12 Ct. = .15 L. = 620 N = S - .023 CHANNEL FLOW VALUES L = TD _.. CONFUTED VALUES DL I:s -= 10.70 1500 = ..08 050 := 43 OA == 0.00 "U .., � «H RATIONAL FORMULA HYDROLOGY DATE = 5/13/92 DESIGNER = = D: H: C. BASIN W -1 = S' ASIn1 of p'Fif:),rl!::C`f NAME :_: 1=iT.D6E= 1 °IC:11JT ESTATES NO. ,L, — Sl "H ADDT "FIOI`J -0. � n"C W �H • INTO DESCRIPTION = RUNOFF FROM OFFSITE TO "V" DITCH SUBAREA 1 = .923 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .15 TOTAL AREA = .923 ACRES COMPOSITE RUNOFF COEFFICIENT = .15 OVERLAND FLOW VALUES � u � • - .� `~, I:) - 1C11.1 CALCUL S= 1.36363636364:4E-2 ft/{L 3c= 2.8772174071 .ft/ft. V= "2R2985942627 �ps V c= 2.09131966577 fp D= .711688834217 ft Dc= ,2b1794564271 fL 0= ^43rfs L= 220 ft n = .3 t = 12.957062 min VEECHANNEL Lt SS= 3 :1 Rt SS= 3 :1 �" DITCH 7D M/»]. C} Pc6P 20 149. 1ti7C1 MONT,.ES7AT N0'; - 5TI'I.ACGtTlonl STOPvWwtCEg DRAT,NAGEd CALc kL-Kt,boNS•' rlo. tu000 �.�WIei) BAS /N 20 - I Act0 SUL[:lt AN NE OR SE COICNER o*54.2 1 L --- -A�AVT,_. �(_L��- ' )C +_( -�� ±��z— °- )C�e)= _�_(�tt-).(zo) � �_..�- .�o:tz,.6'�_F�_,z_: t 53.41 -_ -_. ._� "_2_48-1 vot.uYn.EFE1Qt?CD = ?�'430o G$O F ,v k� 4 w .� '1/4 Q- ? 2 � � X R A Q b k 3� 'b ,.- G c ZOTH,- Av'E. �O�d Ac RC Z � 1I4 1 f'T 3 IZ �I' %r'f. STog.kGe .EQutFED o I - SINGLE BARF_E:L FYWE -L +.25'FT." 5-rogAG$ ( 0,3 c.F5 OuT) :STOgAGE AvAtt -ABLti -- °__[((v- )(_l9).'+ (l9)(S) t_ 4 .(14) - - 0141 1_ `}g �p F_I.Z L �4�..o Ftn(prS FT.�.z 24x1,5 1-71-.$ > •1ao i z1S DATE = 4/14/92 PROJECT NAME := R, E. I'IO. 4 — 5TH ADD. RATIONAL FORMULA HYDROLOGY DESIGNER = K W MCMULKIN BASIN 20TH AND SULLIVAN DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 = .1 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .9 TOTAL AREA = .1 ACRES COMPOSITE RUNOFF COEFFICIENT = .9 OVERLAND FLOW VALUES Ct = .15 L. = 18 N = .016 S = .028 CHANNEL FLOW VALUES L = 163.5 Z1 = .172 Z2 = 36 N = .016 B = 0 _ .023 TD = .0937 COMPUTED VALUES DUR = 5.00 I10 = 3.18 010 = .29 OA _ .29 CUce-FS OPENING AT ■..OW POINT S1P . $ ;!O AV E. N07ti•• 4 " = 0.09 Q = O.Zq cFS 3.0 '1 0._)(1-0 a , 01.) - 1 ( NEkG NT OF CURB OPENING De?TH of wATER FLOW e PCre 3.061(0.09) 3/ 0.09 0.k$ L 1 0.5 / N 3.A1 F'C_. FOB O DePR V 4- fr. wtos 6„ "D-E.? 5A'( • W ILL ALLOW S?ogoetwATER To FLOW TFIRo`,GH Cbljtg 0 ?ENIN6S, AND AL0N6 SULLIVAN (zD. 4N11L p &TURE CURB IS INSTALLED ON SULLIVAN .D• 9fr- \\C"tev v tom - r ES1ct NO. - ST" A S 1.)1 2 4-,truk6E CLemuf, . Htt■ f- L.( VA _o_g__. ____________._. - t) f 2.1 - tri-etG/60 - 2- r.r1.-H O. t) c gE- - . _ 1 v No I 4114 /9 'CV. WWI) . ._TcCV.G 0 Jr. 211 _ _ SAS(1 • A Frgi; PAVED -= c,c- "? 4 7 16 z 0 7111 A,./ )i 'LSG ,* la (T - g 2 to tPAblo . . _ . . • = 1'500 Fr - — Teo FS -to 1 ., ( 4 ) =•-• ?— [ ,. cob° • 1/ = 3 45 1 F-r' = 0 0/19 Ac f ff 1 0 5 2..8 — (11,50o +.z_u000...÷ ;4=31) r- 13,153 FT' • • 451 ‘.‘ it • S .I_DRAGE__c2.9.‘--._utgat_a_,___El.5.0_Q_Er±1M:7:.Tr: = _ )2er - 2:611).Pryt 1-_,S _ Pcol C s a Ev._fi c _ • _ ;13 -i- 1.1 0 — / .0 S tis 1B ) . 1. 1 3 t g e t ; • . . r t_rl-etr e r no 1 k_ pp i 2 c3/17)-- — -u -PAArc-- DATE = 5/11/92 PROJECT NAME = RIDSEMONT ESTATES NO. 4 - .5TH.ADDITION DESCRIPTION = STORMWiATER DRAINAGE - REVISED SUBAREA 1 . = .746 ACRES • SUBAREA ,1 .RUNOFF COEFFICIENT = 9 SUBAREA 2 = .0792 ACRES 'SUBAREA 2•RUNOFF COEFFICIENT = . SUBAREA 3 = 1.68 ACRES SUBAREA ' RUNOFF COEFFICIENT = .15 TOTAL AREA = 2,.5052 ACRES OVERLAND FLOW VALUES et = . L = 400 N = . 4 5 = . CHANNEL FLOW VALUES L = 120 z1 = 36 Z2 = .172 N = .016 = 0 S = . 017 TD = .208 COMPUTED VALUES DUR -_ 10.95 110 = 2.14 019 = 2,07 €},CS OA - 2.06 RATIONAL FORMULA HYDROLOGY DESIGNER = D.H.C. BASIN "E" COMPOSITE RUNOFF COEFFICIENT = .=85981159189 BOWSTRING CALCULATIONS DATE = 5/11/92 DESIGNER = D.H.C. , PROJECT NAME = RIDGEMONT ESTATES ,NO. 4 - 5TH ADDITION DESCRIPTION = STORMWATER DRAINAGE - REVISED TEN YEAR STORM CALC BASIN "E" t t Intensity Qdev.: Vin Yout Storage (min.) (sec.) (in./hr.) (c.f.s.) (cu" ft") (cu. ft.) (cu. ft.} 5,0 700 3.18 3^07 1236 600 636 10.0 600 2.24 2^17 1741. 120o 54l � � .� / 11.0 * 657 2"14 .: 2.07 1820. 1314 506 15.0 900 1.77 1.71 1923 1300 • 123 20.0 1200 1,45 1.40 .1996 2400 -404 25.0 1500 1.21 1^17 2016 7000 -984 30.0 1200 1.04 l.01 � � 2035 3600 -1565 . 35.0 2100 .91 .88 , 2044 • 4200 -2156 ` 40.0 2400 ^82 .79 2080 4800 -2720 �� ` 45.0 ' 2700 .74 .72 2092 5400 -3308 50.0 3000 .68 , . 2119 6000 -3881 55.0 3300 ,64 • ^62 21R0 6600 , -1420 . ' 60.0 3600 ,61 • ' .59 22 7200 -4945 `' 65.0 3900 .60 ' ^58 2372 7800 -5426 70^0 4200 .58 .56 2481 8400 -5919 75.0 4500 .56 .54 2535 9000 -6465 . 80.0 4800 .53 .51 2574 9600 -7026 ' 85.0 5100 .52 .50 2651 10200 -7549 90.0 5400 .50 • "48 2719 10800 -8081 95.0 5700 .49 ' .47 2807. 11400 -8593 100.0 6000 .46 .46 2889 12000 -9111 '/ THE MAXIMUM STORAGE IS 636,1229856 CU" FT. -+ F ^ +/� e8 vo�' b e r m = err rv.p * The time of concentration is 10"95102 minutes. The Undeveloped flow out is 2 c^f.s.;:-.). 1- "6" pevww_a_5 L F- ■ P6 ivl 0 NI E TS.TCS N – 5 1 : 1 - 1 - it-a)D IT( ON 6Fituesz_ c „,5p.c., R=45 0 (2 ) 7,0 x (S" 1: errow ( = 1PTL GRAvaL VP , La- F 16"t tr ( ( 1 5°° n • 0.083 /0.55 - rrt . 3, 7° . C 0.084 e 0.55 Ty'r k tacgE TOTAL _108, — . =. 1-3,S60 it.VEL t.t "lc /9 ib t- t000 ET, Ag EA _376 So 0 - - 114, 2 B 5 Vocurne Peaci _ 5.7165_FT.2._ _ 4 _f I s Togp.,Ge. F..tauw.E.1) I S T o waGE K " 2°S °F-fr1/4GE —4-01 T NO t2600 ?i ten) — FT.1__ 0,81 _kcie-E 7:5 153 FT, 1.68 t-,c_E-E. 44) 36 0 61 - 654 FT..5rtogfsG [ -11r (\it k 09 )C36)1-(t9)(1 (04 z-' 8" - I e'r : 7 654 I v2 . - -5 , : - . -9B _ _ ______ ..... _______ _. — _ - ---- - --- - -- - . - - - 7 ..-. 0 15 ( ,-0 + 6 s )( 3 (p) 4- 6_ C. ii .) - I . G. 5) . 6) 1 F , fip .. ,. .. .1 1./ DATE = 4/11/92 PROJECT NAME = RIDGEMONT ESTATES NO. 4 — 5TH ADDITION DESCRIPTION = STORIIWATER DRAINAGE SUBAREA 1 = „EJ1 ACRES .`14 -( ° SUBAREA 1 RUNOFF COEFFICIENT = .9 SUBAREA 2 = 1.68 ACRES SUBAREA 2 RUNOFF COEFFICIENT = .15 . 09,Z e .55 = TOTAL AREA AREA = 2.49 ACRES COMPOSITE RUNOFF COEFFICIENT = .393975903614 OVERLAND FLOW VALUES CHANNEL FLOP) VALUES COMPUTED VALUES DUR = 10.95 110 = 2.14 010 = 2.10 OA = 2.11 CUBE OPC - NINE AT LOW ?DINT sifts . 16* 0 Ct = .15 L = 400 N = .4 S = .02 L = 120 Z1 = 36 Z = .172 N = .016 B = 0 S = .017 TD = .21 = 6 = D. 5 2l Gi = 2.1 CF= RATIONAL FORMULA HYDROLOGY 11.A lF - 06-1 (I—)( �� G (kA% -) DESIGNER = D.H.C. BASIN "E" He-IGNT of Cug . OYENiNG pEYTl1 DF WFTCR FUOW SATE <I h - 2..t — 1H FT• foJ� 3 ( 0. 2 1j k " e l ) TImEE pc. H 0.2-1 0.:1 M o DErr= r= ::�to�•i 2.1 n — = 4.3 fv. — Fog l JEYRE5..Sto1 3•0$1 0.21 to.n833) — z s- FY 6 Ft ‘Nl GE 1 LEE? BOWSTRING CALCULATIONS DATE = 4/11/72 DESIGNER =U.M.C. BASIN ''E" PROJECT NAME = RlDCEnONT ESTATES NO. 4 - 5TH ADDITION DESCRIPTION = STORMWATFR DRAINAGE t t Intensity Qdev. Vin Yout Storage (ain, (sec.) (in./hr.). <c.f^s.> (cu. ft,) (cu. ft.) (cu. ft.) 5.0 300 3.18 3"12 1254 6()0 654 10.0 600 2.24 2.20 1767 1200 567 10.9 * 657 2.14 2^10. 1846 1314 5�� 15.0 900 1.77 1^74 1950 1800 l50 20.0 1200 1,45 1.42 2025 2400 -375 25.0 1500 1^21 1.19 2046 3000 -954 30.0 1800 1^04 1.02 2064 3600 -1536 35.0 2100 .91 ' ^07 2074 4200 -2126 . 40.0 2400 .82 . "00 '2110 • 4800 -2690 45 2700 .74 .73 2122 5400 -3278 50.0 3000 .68 .67 2150 6000 -3850 55.0 3�0o ,6� .63 22 6600 -4388 . 60.0 3600 '.61 .60 2288 7200 -4912 65.0 3900 .60 .58 2407 7800 -5393 70.0 4200 .53 .57 2517 0400 -5883 75.0 4500 .56 .54 ' 2572 9000 -6428 . 80.0 4800 .53 . 52 2612 9600 ,-6988 85.0 5L00 .52 ^51 . 2689 10200 -751l 5400 90.0 5400 .50 � , "�9� 2758 ' 10800 -8042 95.0 • 5700 .49 . . ,48: • 2847 11400 -8553 100.0 6000 .48 . . .47 2930 12000 -9070 THE MAXIMUM STORAGE IS 654"07116 CU. FT. _ * The time of concentration is 10^94619 minutes. TEN YEAR STORM CALC /).6 C) txr CSTATCS /-/ 0 • 1 1 - — APb Hi 1.,1 SA_Si E " • A K_EA !Ul Z.47. AC-P- _ Aecil -IA (i.04_14 ,/k ta,-DivE) ?.. GE; :A ES en _ (CAORIS ( ROO Pf (“X..:7 trip.: of ctuc.-bt-s _ c 71._ 24P iJSOO f yJoo _ I, / Z,000 -I- I/ 000 r7 c 4- Lac) -I- 5 (.4 '1.S FeleFr.-I -Dkluo.vA75_ (..t-r 7_ . g - 21E . -7 •(,,P.9 i AgUA mitc.utoU ▪ I 3, : . -2 -4, oPo do F2: =7 0 . 1 787 Ac tA/ a. i• fii.-16rPSS (07 ?A too = n = 1 L5 Acmsc el 1(7 • _ VAC e---V. ▪ _I (?0__Fl /rf. .%.) °Lt../ LUZ- e. _Co LLP1 = 6 ('7 C-Q PE_ 22. FLU - ▪ L.8 CL) FT c ? - 1 Qu tact 11U_o Ft �:, DATE = 6/2/92 PROJECT NAME = RIDGEMONT ESTATES NO. 4 - 5TH ADDITION DESCRIPTION = STURMWATER DRAINAGE - REVISED SUBAREA 1 = .787 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .9 SUBAREA 2 = 1.68 ACRES SUBAREA 2 RUNOFF COEFFICIENT = .15 TOTAL AREA = 2.467 ACRES COMPOSITE RUNOFF COEFFICIENT = .38925820835 OVERLAND FLOW VALUES CL = ^15 L = 400 N = .4 = .02 CHANNEL FLOW VALUES L.. = 120 Zl = 36 2:2 = .1.72 M = .0l6 B = 0 S = .0l7 TD - .207 COMPUTED VALUES DU6 = 10.95 110 = 2.14. 010 = 2^05 QA = 2.04 RATIONAL FORMULA HYDROLOGY DESIGNER = D.M.C. BASIN "E' BOWSTRING CALCULATIONS D.:::RE = 6/2/92 DESIGNER = D.H.C. BASIN "E" PROTECT NAME - RIDGEHONT ESTATES NO. 4 - 5TH ADDITION 1lEGCRIFTION = STORMNATER DRAINAGE - REVISED t . t Intensity Odev. Vin ' Stcra,g Rhin.) (sec.) (in./hr.) (c.f.s.) (cu. ft.) (cu. ft.) (cu. ft.) 600 6 3.10 3.0Z 1228 20 600 2.2 .2.15 1729 1200 529 11.0 le 657 2.14 2.05 1807 1114 491 900 1.77 1.70 1910 1000 110 1200 1.45 1.39 1902 -410 25.0 1500 - 1.21 1.16 2007 3000 -997 27 : 4 ::: 1000 1.04 1.00 2021 --1579 15.0 2100 .91 .87 2030 --2170 2400 .02 .79 2066 4800 -2714 45.0 2700 5400 .71 2077 -1121 68 6000 1000 .65 2105 -1895 55.6 3300 .64 .61 2165 6600 -4415 66.6 1600 . 0 7200 61 .59 224 -4960 65.0 1900 .60 2356 .57 .58 :hi: -5444 4200 .56 2 464 - 5916 4500 .56 .51 2517 9000 -6481 4000 .51 2557 9600 -7043 85 2611 10 .6 5100 .52 .49 178: 90.0 5400 .50 .48 2700 10800 s.. i:.) 5700 .49 .47 2707 11400 -8613 6000 .48 - .46 2869 ' 12000 9131 THE MAXIMUM STORAGE IS 627.609109 CU. FT. -I pos1b"E"voLumEe.8"DEPTH =02.9 co-pr Y The time of conedntratlon is 10.95146 minutes. The Undeveloped flow out iss 2 c.f.s. TEM YEAR STORM CALC TJ.W3 ripe -Ed:Uwlwei-1-5 +50 FROr- LINE cuFB % \tn 6Vv�oNT ESTATES No.*. -5T1a AoDITIow r%A` - III " F. P.REf=. = -2.6 FT- ;t AcRE TOTAL 15 +�� -10 +50 AF EA ravED = (450 F ( -RFT) PFE 1zooF_ I @ (2-000ft +1000 FT? \ = \ • DoTS> l J DFIJ L0T IKEA WIA?ecVtoys z ` l oO /o , 6 -F poo = 15,000 FT." PFEF GRn55 25 I5,000 = 0,3n FTY ZoS STogAGE FOND BOTTOM ST TzAGt. KEQu zc o " 2 0 S" S STORAGE. AVAIL& P (so FT.)( l5 FT)( 61N. 12 wi t VOLU'MC REQu■RED = 9'000 F1 /z1f1 37.5 Ft 20TH AvENUE 43,560 FT.Z • 1- SINGLE EARREL DFYVJELL -± (o.3_cFs our) `j000 FT. 53 50 FT. Slog/4CE 3 1 7 1 5 FT. = 315 > 565 D•;G4 AcfcE 12 IN / FT. 1\10-1 /zo /2z (Kvir4) /d 0.5 3 . 1 1•5 Q 0.5 i' DATE = 3/20/92 PRfJ3ECT NAME = RIDGEMONT 5TH ADDITION DESCRIPTION = STORMWATE:R DRAINAGE SUBAREA 1 = . 34 ACRES SUBAREA 2 = .24 ACRES TOTAL AREA = .58 ACRES OVERLAND FLOW VALUES Ct = .15 L = 35 N = .4 S = .01 CHANNEL FLOW VALUES L = 358 Z1 = 40 12 = .1'72 N = .016 B = cI S = .021 TD = .1492 COMPUTED VALUES DUR = 5.45 I10 = 3.03 010 = OA = 1.05 M h = � = o.s z od'Ytt Q 1, 05 cf RATIONAL FORMULA HYDROLOGY DESIGNER = K W MCMULKIN BASIN "A" CUI=B OPENING AT Lo roINT; STA.I4tog,o4 (4 >_fGltT) so AVENUE HEIGHT of Ck.IKB OPENING DEPTH of WATES ?Low tzn Q = .o V 4(I - H / ) 1f -. L Q L I.D5 = 3.ogn (H 3.020(0.1492 )�z SUBAREA 1 RUNOFF COEFFICIENT = .9 SUBAREA 2 RUNOFF COEFFICIENT =. .15 COMPOSITE RUNOFF= COE = .539655172414 H o -I4'12 0.5 z 0.30 Z Fo O 1)Ep SAY: ($ FT. WIVE 6 IN- DEEP CL4F- OPENING BOWSTRING CALCULATIONS 'DATE = 3/20/92 DESIGNER = K W MCMULKIN BASIN "A" PROJECT NAME = RIDGEMONT 5TH ADDITION DESCRIPTION = STORMWATER DRAINAGE t t Intensity Qdev. Vin Vout Storage (min.) (sec.) (in. /hr.) (c.f.s.) (cu. ft.) (cu. ft.) (cu. ft.) 5.0 ' 300 3.18 1.09 437 90 347 5.4 * 327 3.08 .1.05 461 98 363 10.0 600 2. 24 .77 545 180 365 15.0 900 1.77 .61 612 270 342 20.0 1 1.45 .50 650 360 • 290 25.0 1500 1.21 .41 667 450 217 30.0 1800 1.04 .36 680 540 ' 140 5.0 2100 .91 .31 688 630 58 40.0 2400 .02 .28 704 720 -16 45.0 2700 .74 .25 711 810 -99 50.0 :7000 68 .20 7 900 -176 55.0 . 3300 .64 .22 747 990 -243 60.0 7600 .61 .21 774 1080 -306 65.0 3900 .60 .20 816 1170 -354 70.0 4200 .58' .20 855 1260 --405 75.0 4500 .56• .19 875 1350 -475 00.0 4800 .53 .18 890 1440 -550 85. U' 5140 .52 .18 918 1530 -612 90.0 5400 .50 .17 942 1620 -678 95.0 5700 .49 .17 974 1710 -736 100.0 6000 .48 ' :16 1003 1800 -797 THE MAXIMUM STORAGE IS 364.796238391 CU. FT. * The time of concentration is 5.44843 minutes.' The Undeveloped flow out is TEN YEAR STORM CALC c.f.s. _ _ 90c') -f 300 a 12_ FT? 0.Z- i<cgE _PNia-c A Gt55. r. - 44- - e-p1/4 - 7 PL 2, - i _t1-'3 --------- * to . . ti3__'S ---; 4 I 0 F-&6_E vouuwie g 7 5 f T: _F. am_l RaD a. .1_017_.0_Eir-___A_ __..._ 7-• Tz I%. 2.S • / / z 11 7 7 974- % // 2 1.5 ci -------- t-lAt ,,< 7 /-'a 11 . e.k/LFtme. • -2,01 p‘vEntu- 5 TogAGE r..c-w-uf->Eu • , '-- , _ ° il -2 STORAGE ° I - c_ AKRE-L. (0•?..LFS 0 F-AG E AV/No-AC:LE = ts.15 FT- pizywe Li t 2.85 f t c..; • S - 1 - ou .. >.2. CS B ______ ._ . ' ;. .1. , / 3 _ _ _ _ __ !„.. [- (_ i - 0_ __.:i (I 2 ,).(7-,f1)._+ (C2 ( O. - ...39,0__..f, B AS' I t•1 * ES _ INIzE A "roTAL- + QD • 2 P t 0 1,4 c * 50 poRek goos L.07 ( 2 F 1000 FT. _ L-oT 00 • • "pgwes "g‘DGEM DWI ESTATES p90. - S TH FA..t Vti0N 1 +32 ft' cF 43s6o Ft Z 12-56 Ac142 1 Ni)..(2660 2./2_0/qz. 'DATE = 3/20/92 PROJECT NAME = RIDGEI°IONT 5TH ADDITION DESCRIPTION = STORMWATER DRAINAGE SUI3AREA 1 = .28 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .9 SUBAREA 2 = .29 ACRES SUBAREA 2 RUNOFF COEFFICIENT = .15 TOTAL AREA = .57 ACRES COMPOSITE RUNOFF COEFFICIENT = .518421052632 OVERLAND FLOW VALUES Ct = .15 L. = 0 N = .4 S = .01 CHANNEL FLOW VALUES L = 58 Z1 = 40 Z2 = .172 N = .016 B = 0 S = .021 TD = .143 COMPUTED VALUES DUR = 5.00 / 110 = 3.18 Q10 = 94/ QA = ( .94 L = RATIONALFORMULA HYDFoLOGY - DESIGNER W MCMULK:IN BASIN "B" Q = 3.081 (L)(1 Gu ms o?eN wl ING KT LOW Yo STA• itt og.04 CL-F1") 2- AVEWAV- h Co = 0.5 B OF CmF.E OPENING H = D.143 D6PTH of WAT E~ Q = 0-91 CFS f LoW RATE 11 0.143 0.5 - 0•Z9 C 0.94 5.6y F o 3.0%1 (1% 3.o$1 (0. 14&f' DEPKessION 6 ft. WIDE ; 6 In. DEEP CURB OPENING , DATE = 3/20/92 PROJECT NAME = RIDGEMONT 5TH ADDITION . DESCRIPTION = STORMWATER DRAINAGE The Undeveloped flow out is .3 c.f.s. TEN YEAR STORM CALC BOWSTRING CALCULATIONS DESIGNER = K W MCMULKIN BASIN "B" � t Intensity Odev. Vin Vout Storage (min.) (sec,) (in./hr.) (c.f"s.) (cu. ft.) (cu. ft.) (cu. ft.) 5.0 * 300 • 3.18 .94 378 90 288 10.0 600 2.24 .66 465 180 285 15.0 900 1.77 .52 524 270 254 20.0 1200 1.45 .43 • 558 360 198 25.0 1500 1.21 .36 573 450 123 3().0 1800 1.04 .31 585 540 45 15.0 2100 .91 .27 592 630 -38 40.0 2400 .82 .24 606 720 -114 45.0 2700 .74 .22 613 810 -197 50.0 3000 .68 "20 623 900 -277 55.0 3300 .64 .19 643 990 -347 60.0 3600 .61 .18 667 1000 -413 65.0 3900 .60 .18 704 1170 -466 70.() 4200 ^58 .17 737 1260 - 523 75.0 4500 .56 .16 755 1350 -595 80.0 4800 .53. ^16 768 1440 -672 85.0 5100 .52 .15 792 •1530 -738 90,0• 5400 .50 . .15 813 /1620 -007 95.0 5700 .49 .14 840 . 1710 -870 100.0 6000 .48 .14 866 1300 -934 THE MAXIMUM STORAGE IS 287.75538 CU. FT. * The time of concentration is 5'minutes" OVERLAND FLOW VALUES Ct = . 15 .// L = 12 7 . N = 8 = .014 / CHANNEL FLOW VALUES L = TD = 0 COMPUTED VALUES DUR = 16.54 150 = 2.29 P50 = 2.10 15 RATIONAL FORMULA HYDROLOGY DATE = 5/11/92 PROJECT NAME = RIDGEMONT ESTATES NO. 4 - 5TH ADDITION DESCRIPTION = STORMWATER SUBAREA 1 = 6.1/ACRES TOTAL. AREA = 6.125 ACRES DESIGNER = D.H.C. BASIN NORTH FROM OFFSITE SUBAREA 1 RUNOFF COEFFICIENT = 1= COMPOSITE RUNOFF LOLHFIC1ENT = .15 --> Z 11PC bg..4 + j T7PC bg. fro,...)i) "N3 E co L-1 L - poi- N3" 5.12-65) For- - 2_08" 6) FuTur-e o 'AAP) jr !Mae ( weft f-A1-F O TimBev-LnIJE au) E ExTo-ibeLt 10 1.1 P-TH s ,-rSEno.oE koes To vJE ST) • Asn-ki-, L.+ z3° 4 40 siott5 t:-€1 = I c-u Ft, „ Pot-1 b tNj 3 FT 2- ropp = .)4. 3 c) ( 1 x ZS') =•210/4 F • ,/ " DEEP = ti r.) 1r 7 j7ji7 D4-\,-13tV1- r +. 3 1 1 1 1 1 1 -- A • / oti 1-I 6 \ CAI\1 1 \I l - -i 1 , 1 , 1 1 E _..._ r __ N A- A F\i., CH 4 II E1 1-- - ........_ 1 ' 1 ., � N _ I I _ = I I -- = -- - " - L _ �- 1 p ti i- 2 4 ACTION: S SCREEN: ANFO USERID: INP ---------------------- ASSESSOR'S INFORMATION DATA SCREEN - '------------------' JURISDICTION= 11 YR= 93 ROLL= RE PARCEL= 45252.9057 OWNER ! UPPER COL CORP ! FIELD BOOK: 00207 RGE STREET ! 003715 S GROVE RD ! ACn: AC 88-0203 ADDRESS ! SPOKANE WA 79204-5319 ACTY: 3TAT: A EXMP: EXMO: SITUS ! 400000 ADDRESS UNKNOWN . ! ADDO: N SASS: Y ADDRESS ! SPO TAX DISTRICT: TD1400 ! PROP: 0000 LEGAL: 25-25-44 PTN OF NW1/4 OF NW1/4 I}AF; BEG AT NW COR SEC 25 TH E ALG THE N LN SD SEC 870.00FT TH S AT R/A TO SD N LN 730,0OFT TO BEG OF A CUR TO THE LFT TH ALG SD CUR HAVING A ASMT: TOTAL MKT~LD CLS-LD BLDG-1 OTHER O/R METHOD RDE/SBTA: A FINAL ASMT: 55,4()0 55,400 0 0 0 N $EXEMPTIONS: 0 TAXABLE: 55,400 SALE- 17: 8701 4763 DATE: 10 23 87 INST; ** TRAN: 0 PRICE: 217,50e SALE- 17.: DATE: INST: TRAN: PRICE: ACTION: R SCREEN: LEGL USERID: INO H - - - ---'----- - LEGAL DESCRIPTION CHANGE-REASON: JURISDICTION= 11 ROLL= RE PARCEL= 45252.9057 YEAR= 93 PAGE= 1 LINE DESCRIPTION - -- 01- 1 10 25-25-44 PTN OF NW1/4 OF NW1/4 DAF; BEG AT NW COR SEC 25 TH ()2- 1 20 E ALG THE N LN SD SEC 870"00FT TH S AT R/A TO SD N LN 03- 1 30 730.00FT TO BEG OF A CUR TO THE LFT TH ALG SD CUR HAVING A 04- 1 40 RAD 0 F 475"00FT THROUGH A C/A OF 15DEG 21MIN 06SDS 127.27FT 05- 1 50 TH W AT R/A TO W LN SD SEC 25 887"67FT TO RD W LN TH N ALG 06- 1 60 SD W LN 955.00FT TO PO9 EXC RD R/W 07- 09- 0?- |0- 11- 12- 07-*L009 HEADER CHANGE ACTION: ? SCREEN: SUMP USERID: INC? ---- S U M M A R Y [} F P A R C E L C H A R A C T E R I S T I C S ---- JU= 11 RO= RE PARC= 45252.9057 YR= 93 ALTKEY= 1713015 DYR= 93 STATUS: ACTIVE LEGAL: 25-25-44 PTN OF NN1/4 OF NN1/4 DAF; BEG AT NW COR SEC 25 TH SITUS: 000000 ADDRESS UNKNOWN " SPOKANE TOTAL MKT -LD CLS-LD BLDG-1 OTHER O/R APPRAISED: 55,400 55,400 0 0 0 Y LINE CNT: 1 ACREAGE: 15,830 LAND USE: T[}20 FRONTAGE: 0 LOC%: TYPE: AC DEPTH: 0 1.00000 SHP%: NO UNITS: 15.83 ZONING: PHYSX: RATE: 979.03 NOTES: NO. RES BLDG: NO COM BLDG: TOTAL SO FT: NO, BEDROOMS: NO. BATHS: ACTION: R SCREEN: DIRT USERID: INQ CHANGE-REASON: H- ----- -----------`------ ----- --- LAND LINES SCREEN SYSTEM AVAIL YEAR BUILT: AIR COND: FIREPLACES: EXT WALL: STORIES: SYSTEM AVAIL JURI= 11 ROLL= RE PARCEL= 45252.9057 STATUS: ACTIVE LAND L.U. LAND UNIT LINE CODE DEPTH FRONT UNITS TYPE NOTES LAND RATE LINEHVALUE 01- 01 SITE 0 () 0.00 AC 0.00 55,400 02- 02 NCIA 0 0 15.83 AC MKT'LD 0.00 55,400 ()3- O4^ 05 06- 07- 03- 09- 1O- 11- 03-*L009 HEADER CHANGE SYSTEM AVAIL STRUCTURE TYPE: BUILDING TD: 01P4WWWWWWOUNTWORM9 ACTION: R SCREEN; LEGL VSERIn: INC! H- -------------------'------�--- LEGAL DESCRIPTION JURISDICTION= 11 ROLL= RE PARCEL= 45252.9060 YEAR= 92 PAGE= 1 LINE DESCRIPTION CHANGE-REASON: ()1- 1 10 25-25-44 W1/2 OF NW1/4 AND N480FT OF W726FT OF NE1/4 OF 02- 1 20 NW1/4 EXC PTN OF NW1/4 OF NW1/4 DAF; BEG AT NW COR SEC 25 TH 03- 1 30 E ALG THE N LN SD SEC 870.00FT TH S AT R/A TO SD N LN 04- 1 40 730,O0FT TO BEG OF A CUR TO THE LFT TH ALG SD CUR HAVING A 05- 1 50 RAD 0 F 475^00FT THROUGH A C/A OF 15DEG 21MIN 06808 127.27FT 06- 1 60 TH W AT R/A TO W LN 80 SEC 25 887.67FT TO SD W LN TH N ALG 07- 1 70 SD W LN 855.00FT TO POD EXC RD R/W & EXC PLATTED PTN Oq_ 09- 10- 11- 12- 08-*L009 HEADER CHANGE SYSTEM AVAIL ACTION: R SCREEN: LEGL UPERIn: INQ CHANGE-REASON: H -----~'`---------``----------`---------~---------` LEGAL DESCRIPTION JURISDICTION= 11 ROLL= RE PARCEL= 45252"9062 YEAR= 93 PAGE= 1 LINE DESCRIPTION - -- 01- 1 10 25-25-44 02- 1 20 W1/2 OF NW1/4 AND AND N 48OFT OF W 726FT OF NE1/4 OF 03- 1 30 NW1/4; EXC PTN OF NW1/4 OF NW1/4 DAF; BEG AT NW COR SEC 25; 04- 1 40 TH E ALG THE N LN SD SEC R70FT; TH S AT R/A TO SD N LN 05- 1 50 730FT TO BEG OF A CUR TO THE LEFT; TH ALG SD CUR HAVING A 06- 1 60 RAD OF 475FT THROUGH A C/A OF 15*21'06" 127"27FT; TH W AT 07- 1 70 R/A TO u |N SD SEC 25 887.67FT TO SD W LN; TH N ALR SD W LN 08- 1 80 855FT TO POB; FXC RD R/W; EXC PLATTED PTNS 09- 1O- 11- 12- 09-*L009 HEADER CHANGE ACTION: ? SCREEN: SUMP USERID: INQ ---- S U M M A R Y O F P A R C E L C H A R A C T E R I S T I C S ---- JU= 11 RO= RE PARC= 45252.9062 YR= 93 ALTKEY= 2546590 DYR= 93 STATUS: ACTIVE LEGAL: 25-25-44 SITVS: 000000 VACANT LAND APPRAISED: LINE CNT: 1 LAND USE SEG TYPE: AC NO UNITS: RATE: NO RFS BLDG: NO" CpM BLDG: TOTAL SD FT: NO. BEDROOMS: NO" BATHS: TOTAL MKT-LD 220,200 220,200 ACREAGE: FRONTAGE: DEPTH: 0.00 ZONING: 0.00 NOTES: ACTION: R SCREEN: DIRT USERID: 'NO H - --------~-------------^------ iAND LINES SCREEN JURI= 11 ROLL= RE PARCEL= 45252.9062 LAND L.U. LAND LINE CODE DEPTH FRONT UNITS == 01- 01 PEG 02- 97 SZIA 03- 99 SIZE 04- 05- 06- 07- 0R- 09- 10- 11- 04-*i009 HEADER CHANGE 0 0 SYSTEM AVAIL YEAR BUILT: AIR COND: FIREPLACES: EXT WALL: STORIES: SYSTEM AVAIL 0 0 0 SYSTEM AVAIL SPOKANE CLS-LD BiDp-1 OTHER O/R 0 u O Y 62.940 0 0 1.00000 UNIT TYPE NOTES 0.00 AC 37 62.94 AC 62.94 AC LOC%: SMP%: PHyS%: STRUCTURE TYPE: BUILDING I[}: CHANGE-REASON: STATUS: ACTIVE LAND RATE LINE VALUE 0.00 0.00 0^00 220,200 0 / Parcel 1: Prepared For: TUPPER & ASSOCIATES E. 12929 SPRAGUE TRANSAMERICA TITLE INSURANCE COMPANY North 720 Argonne Spokane, Washington 99212. Order No.: AY- 165536M Certificate for Filing Proposed: RIDGEMONT ESTATES NO. 4 PLAT CERTIFICATE Charge: Tax: Total: Effective Date: June 1, 1992 at 8:00 a.m. In the matter of the subdivision to be submitted to Spokane County for approval, this company has examined the records of the Spokane County Auditor's.arid Clerk's offices, and the office of the Clerk of the United States District Court holding terms in said county. This certificate is made for the purpose herein specified, and is not to be used as a basis for closing any transaction. Liability is limited to the amount paid for this certificate. From such examination, the company hereby certifies the title to the following described land, in said Spokane County, to wit: That portion of the Northwest quarter of Section 25, Township 25 North, Range 44 E.W.M., described as follows: Being at the Northeast corner of Lot 8, Block 2 RIDGEMONT ESTATES NO. 4 - 4TH ADDITION; thence South 89 °20'22" East along the North line of said 4th addition, 20.59 feet to the true point of beginning of said described center line, the side of said easement being 15.00 feet on either side of said centerline; thence North 13 °07'59" West 355.40 feet; thence North 76 ° 52'01" East 130.00 feet; thence North 56 °18'15" East 310.00 feet; thence South 33 °41'45" East 150.00 feet to a point where the easement changes to 45.00 feet Easterly of the centerline and 35.00 feet Westerly of the centerline; thence continuing South 33 °41'45" East 40.00 feet to the end of said described centerline and said easement; Situate in the County of Spokane, State of Washington: (legal continued) $125.00 10.00 $135.00 Q c 0 o9 Parcel 2: / c.t' P P Situate in the County of Spokane, State of Washington. Parcel 3: 7-hot, aco oz Situate in the County of Spokane, State of Washington. (legal continued) Order No.: AY- 165536M Page No.: 2 That portion of Lot 5 in Block 1 of RIDGEMONT ESTATES NO. 4, Third Addition, as per plat thereof recorded in Volume 19 of Plats, page 79, described as follows: Being at the Northeast corner of said Lot 5; thence South 27 °39'38" West, along the Easterly line of said Lot 5, 20.00 feet to the beginning of a curve concave to the Southwest with a radius of 20.00 feet; thence Northwesterly, through a central angle of 90 °00'00 ", an arc distance of 31.42 feet to the end of curve and the Northerly line of said Lot 5; thence South 62 °20'22" East 20.00 feet to the point of beginning; That portion of the Northwest quarter of Section 25, Township 25 North, Range 44 E.W.M., described as follows: Begin at the Northwest corner of said Northwest quarter; thence South 00 °39'38" West, along the West line of said Northwest quarter, a distance of 30.00 feet; thence 89 °23'17" East a distance of 42.50 feet to the East right of way line of Sullivan road and the True Point of Beginning; thence South 00 0 39'38" West, along said East right of way, a distance of 574.18 feet; thence North 89 °23'17" West a distance of 22.50 feet; thence South 00 °39'38" West along said East right of way a distance of 250.84 feet; thence South 89 °20'22" East a distance of 35.00 feet; thence North 00 °39'38" East a distance of 825.05 feet to a point 30 feet South of the centerline of 16th Avenue; thence North 89 °23'17" West a distance of 12.5 feet along the South line of 16th Avenue to the True Point of Beginning; Parcel 4: 55 U 4 Order No.: AY- 165536M Page No.: 3 That portion of the Northwest quarter of Section 25, Township 25 North, Range 44 E.W.M., described as follows: Begin at the Northeast corner of Lot 15, Block 1, RIDGEMONT ESTATES NO. 4, 5TH ADDITION; thence North 89 °20'22" West along the North line of said Lot 15 a distance of 20 feet; thence North 00 °39'38" East a distance of 90.00 feet; thence South 89 °20'22" East a distance of 100.00 feet; thence South 00 °39'38" West a distance of 106.10 feet to the North line of Lot 3, Block 3 of said addition; thence South 71 °15'24" West along the North line of said addition a distance of 21.85 feet to the Northwest corner of said Lot; thence North 67 °52'01" West a distance of 63.82 feet to the true point of beginning; Situate in the County of Spokane, State of Washington. Parcel 5: 5 5 64 q o , i et- That portion of the Northwest quarter of Section 25, Township 25 North, Range 44 E.W.M. described as follows: Begin at the Northwest corner of said Northwest quarter; thence South 00 °39'38" West, along the West line of said Northwest quarter, a distance of 1,485.00 feet to the South line of 20th Avenue extended; thence South 89 °20'22" East, along the South line of said 20th Avenue, a distance of 518.35 feet to the beginning of a curve concave to the Northwest with a radius of 515.00 feet; thence Northeasterly through a central angle of 3 °53'38 ", and arc distance of 35.00 feet, along said 20th Avenue, to the True Point of Beginning; thence South 03 °14'00" East, radial to said curve, a distance of 10.00 feet to the beginning of a nontangent curve concave to the Northwest with a radius of 525.00 feet and a radial bearing of South 03 °14'00" East; thence Northeasterly through a central angle of 6 °00'09 ", an arc distance of 55.00 feet, parallel to said 20th Avenue; thence North 09 °14'09" West, radial to said curve, a distance of 10.00 feet to the North line of said 20th Avenue and the beginning of .a nontangent curve concave to the Northwest with a radius of 515.00 feet a radial bearing of South 09 °14'09" East; thence Southeasterly through a central angle of 6 °00'09 ", an are distance of 53.95 feet to the True Point of Beginning; Situate in the County of Spokane, State of Washington. (legal continued) got' s s 067,77 Parcel 6 of the Legal Description is amended as follows: A portion of the Southwest quarter of the Northwest quarter of Section 25, Township 25 North, Range 44 E.W.M., described as follows: Begin at the Southwest corner of Lot 2, Block 1, RIDGEMONT ESTATES NO. 4, 3RD ADDITION, as per plat thereof recorded in Volume 19 of Plats, page 79; Thence North 00 °39'38" East along the West line of said Lot a distance of 40.00 feet to the true point of beginning; thence North 89 °20'22" West a distance of 50.00 feet; thence North 00 °39'38" East a distance of 110.00 feet; thence North 09 °20'22" West a distance of 300.00 feet; thence North 00 °39'38" East, a distance of 100 feet; thence North 56 °58'14" East a distance of 360.56 feet; thence South 89 °20'22" East a distance of 50.00 feet; to the West line of said addition extended North; thence South 00 ° 39'38" West along the West line extended a distance of 410.00 feet to the true point of beginning; Situate in the County of Spokane, State of Washington. Parcel 7: QC 0 J oq33 Situate in the County of Spokane, State of Washington. (legal continued) Order No.: AY- 165536M That portion of the Northwest quarter of Section 25, Township 25 North, Range 44 E.W.M., described as follows: Begin at the Northwest corner of said Northwest quarter; thence South 00 °39'38" West, along the West line of said Northwest quarter, a distance of 855.00 feet; thence South 89 °20'22" East, a distance of 20.00 feet to the East right of way line of Sullivan Road; thence South 00 °39'38" West,,along said East right of way, a distance of 650.00 feet to the South line of RIDGEMONT ESTATES NO. 4 - 5TH ADDITION, being the South line of right of way for 20th Avenue and the True Point of Beginning; thence South 89 °20'22" East, along said South line, a distance of 35.00 feet; thence South 00 °39'38" West a distance of 778.13 feet to the North line of the South 385.00 feet said Northwest quarter; thence North .89 °32'42" West, along said North line a distance of 35.00 feet; thence North 00 °39'38" East a distance of 778.26 feet to the True Point of Beginning; Parcel 8: /✓/ Z QC ° " 36 VESTED IN: Situate in the County of Spokane, State of Washington. EXCEPTIONS: (continued) Order No.: AY- 165536M Page No.: 5 That portion of the Northwest quarter of Section 25, Township 25 North, Range 44 E.W.M., described as follows: Being at the Northwest corner of said Northwest quarter; thence South 00°39'38" West, along the West line of said Northwest quarter, a distance of 855.00 feet; thence South 89 °20'22" East a distance of 20.00 feet to the East right of way line of Sullivan Road and the True Point of Beginning; thence South 00 °39'38" West, along said East Right of way, a distance of 550.00 feet to the North line of RIDGEMONT ESTATES NO. 4 - 5TH ADDITION, being the North line of right of way for 20th Avenue; thence South 89 °20'22" East, along said North line, a distance of 35.00 feet; thence North 00 °39'38" East, a distance of 550.00 feet; thence North 89 °20'22" West, a distance of 35.00 feet to the True Point of Beginning; TUPPER & ASSOCIATES, INC., a Washington corporation, as to Parcels 1 and 2; UPPER COLUMBIA CORPORATION OF SEVENTH DAY ADVENTIST, a Washington corporation, as to Parcels 3 and 4; SULLIVAN SOUTH ENTERPRISES, a Washington corporation, as to Parcels 5, 6, and 7; and SPOKANE VALLEY CURCH OF THE NAZARENE, a Washington, corporation, and SULLIVAN SOUTH ENTERPRISES, a Washington corporation, as to Parcel 8 1 Taxes and assessments, if any, no search having been made thereof, as to Parcel Nos. 45252.9057 (Covers property herein described and other property), 45252.9062 (Covers property herein described and, other property) 2 Any unpaid assessments or charges, and liability for further assessments or charges by Vera Irrigation District No. 15. Affects Parcel 2. 3 Restrictions, easements, building set -back lines, recitals and dedications as disclosed by the recorded plat of Ridgemont Estates No. 4 - Third addition. Affects Parcel 2. 4. Declaration of Covenants, Conditions, and Restrictions imposed by instrument recorded on August 14, 1991, under Recording No. 9108140011. Affects Parcel 2. 5. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: INDEMNITORS: INDEMNITEE: DATED: RECORDED: RECORDING NO.: REGARDING: AFFECTS: 6. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: AND: DATED: RECORDED: RECORDING NO.: REGARDING: AREA AFFECTED: AFFECTS: 7. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: AND: DATED: RECORDED: RECORDING NO.: REGARDING: AFFECTS: (continued) Order No.: AY- 165536M Page No.: 6 Alphons B. Renz and Hilda E. Renz Spokane County December 10, 1975 December 12, 1975 7812120290 To indemnify and release the indemnitee from all actions atrributable to the Indemnitee locating, establishing, constructing, operating, maintaining and all maters incidental thereto, the drainage control system in conjunction with Rigemont Estates Parcels 1, 6, and 7 Alfons B. Renz and Hilda E. Renz, Indemnitors Spokane County, Indemnitee December 10, 1975 December 12, 1975 7512120290 To indemnify and release the indemnitee from all actions attributable to the indemnitee locating, establishing, constructing, operating, maintaining and all matters incidental thereto, the drainage control system in conjunction with Ridgemont Estates. NW1 /4 of Sec. 25, lying NWly of Ridgemont Estates. Parcels 1, 2, 3, 4, 5, 6, 7, and 8 Spokane County, a political subdivision Sullivan South Enterprises, a Washington general partnership September 15, 1988 September 21, 1988 8809210088 Spokane County Sewerage Agreement Parcels 1, 2, 3, 4, 5, 6, and 8 8. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: DATED: RECORDED: RECORDING NO.: AFFECTS: 9. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: AND: DATED: RECORDED: RECORDING NO.: REGARDING: AFFECTS: Order No.: AY- 165536M Page No.: 7 Spokane County, a political subdivision Allowing natural drainage and /or runoff over and across the above described lands March 29, 1991 April 4, 1991 9104040040 Parcel 5 and 6 Sullivan South Enterprises Vera Irrigation District No. 15 November 9, 1990 December 18, 1990 9012180277 Street lighting Parcel 2 10. AGREEMENT FOR SEWER CONNECTION SERVICES AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: AND: RECORDED: RECORDING NO.: AFFECTS: (continued) Spokane County Property owner April 18, 1991 9104180297 Parcel 2 Disclosing sewer connection charge in the amount of $495.00. 11. Restrictions imposed by instrument recorded on January 31, 1992, under Recording No. 9201310456, as follows: Notwithstanding any representation or warranty, oral or written, express or implied, made in connection with the sale of the subject property to the Grantee acknowledges that the Grantor has reserved, and hereby reserves, to itself and its successors and assigns with respect to Ridgemont Estates No. 4 including all future phases thereof (the "Subdivision "), the right to seek a rezoning and /or replatting of all or any portion of the Subdivision located within 500 feet of Sullivan Road, in order to allow any use therein which would be consistent with a commercial zone classification. Affects Parcel 2. Order No.: AY- 165536M Page No.: 8 12. Recital contained in instrument recorded on October 27, 1987, under Recording No. 8710270192, as follows: alf The responsibility of the Grantee to participate in dedications and public improvements, as and to the extent required in that certain Real Estate Purchase and Sale Agreement, dated June 23, 1987, between Grantor herein as "Seller" and Grantee herein as "Purchaser ", which terms are incorporated herein by this reference (Without limiting the generality of the reference to such Agreement, such responsibility includes payment for improvement costs on Sullivan Road, Sixteenth Avenue, the cul de sac on proposed Pioneer Street, and one -half (1 /2) the cost of proposed Timberlane Street to Spokane County requirements and specifications, together with the obligation to dedicate to Spokane County, upon the Grantor's request, the right -of -way for Sullivan Road, Sixteenth Avenue, and portions of proposed Pioneer Street and Timberlane Street. Affects Parcel 8. TRANSAMERICA TITLE INSURANCE COMPANY �J By lll!'' �..� Alan Young, !Sr officer For Service on this order call: (509) 922 -2222 Rata_ 98.31 Ira 6 TH --a Ju4 -Y,x Am 24 PRDPERT.Y. • O F' SPOKANE COP Nit': 'ASSESSOR:. ERLANE 25 TRANSAMERICA TITLE INSURANCE COMPANY E Mc This sketch Is provided, without charge, for your Information. It Is not intended to show all matters related to the property including, but not limited to, area, dimensions, easements, encroachments, or location of boundaries. It is not part of, nor does it modify, the commitment or policy to which it is attached. The Company assumes NO LIAB:LUTY for any matter related to this sketch. Reference should be made to an accurate survey for further information. FINAL PLAT R IDGEMONT ESTATES NO.4 — 3rd ADDITION SCJLC IN FEET 0 50 00 30 / 1 Ss2 'eo2c 4 , W E ,d•: S UBJECTPROPER�. 4 „ e O �<sc-5j S 9 89 175.97 � % r �A 1t6!'Q'acf'E I2E44 / 4 00 Si k. BLOCK ( = r r I Ne9'3742 25.00 115.21. 454.46 365 0 i J F } If./ rii. t. y i F:IDGESIGN i ESTATES NO. 4 .Is1 ADD; . IQ N 0 4 This sketch is provided, without charge, for your Information. ft is not intended to show all matters related to the property including. but not limited to, area, dimensions, easements, encroachments, or location of boundaries. It is not part of, nor does it modify, the commitment or policy to which it is attached. The Company assumes NO LIABILITY for any matter related to this sketch. Reference should be made to an accurate survey for further information. h TRANSAMERICA TITLE INSURANCE COMPANY 3 n b 0 en ♦♦ 7 h 0 O 4 x! ! ibt RtJ o •••• •:• P 0 KAN E C O,yNI A S SE S S v.,. • ••••• <2. • P Aitc trt TRANSAMERICATITLE INSURANCE COMPANY This sketch Is provided, without charge, for your Information. it is not intended to show all matters related to the property including, but not limited to, area, dimensions, easements, encroachments, or location of boundaries. It is not part of, nor does It modify, the commitment or policy to which it is attached. The Company assumes NO LIABILITY for an' matter related to this sketch. Reference should be made to an accurate survey for further information. 0.19C.1 n rn OF OKANE cgUN A.SSES:SOR �. • TRANSAMERICA TIRE INSURANCE COMPANY mC This sketch Is provided, without charge, for your Information. It is not intended to show alt matters related to the property including, but not limited to, area, dimensions, easements, encroachments, or location of boundaries. It is not part of, nor does it modify, the commitment or policy to which it is attached. The Company assumes NO LIABILITY for any matter related to this sketch. Reference should be made to an accurate survey for further information. Prepared For: Order No.: AY- 165536M Parcel 1: TRANSAMERICA TITLE INSURANCE COMPANY North 720 Argonne Spokane, Washington 99212 TUPPER & ASSOCIATES Certificate for Filing Proposed: E. 12929 SPRAGUE RIDGEMONT ESTATES NO. 4 PLAT CERTIFICATE Effective Date: June 1, 1992 at 8:00 a.m. (legal continued) Charge: Tax: Total: $125.00 10.00 $135.00 In the matter of the subdivision to be submitted to Spokane County for approval, this company has examined the records of the Spokane County Auditor's and Clerk's offices, and the office of the Clerk of the United States District Court holding terms in said county. This certificate is made for the purpose herein specified, and is not to be used as a basis for closing any transaction. Liability is limited to the amount paid for this certificate. From such examination', the company hereby certifies the title to the following described land, in said Spokane County, to wit: That portion of the Northwest quarter of Section 25, Township 25 North, Range 44 E.W.M., described as follows: Being at the Northeast corner of Lot 8, Block 2 RIDGEMONT ESTATES NO. 4 - 4TH ADDITION; thence South 89 °20'22" East along the North line of said 4th addition, 20.59 feet to the true point of beginning of said described center line, the side of said easement being 15.00 feet on either side of said centerline; thence North 13 °07'59" West 355.40 feet; thence North 76 °52'01" East 130.00 feet; thence North 56 °18'15" East 310.00 feet; thence South 33 °41'45" East 150.00 feet to a point where the easement changes to 45.00 feet Easterly of the centerline and 35.00 feet Westerly of the centerline; thence continuing South 33 °41'45" East 40.00 feet to the end of said described centerline and said easement; Situate in the County of Spokane, State of Washington. Parcel 2: Order No.: AY- 165536M Page No.: 2 That portion of Lot 5 in Block 1 of RIDGEMONT ESTATES NO. 4, Third Addition, as'per plat thereof recorded in Volume 19 of Plats, page 79, described as follows: Being at the Northeast corner of said Lot 5; thence South 27 °39'38" West, along the Easterly line of said Lot 5, 20.00 feet to the beginning of a curve concave to the Southwest with a radius of 20.00 feet; thence Northwesterly, through a central angle of 90 °00'00 ", an arc distance of 31.42 feet to the end of curve and the Northerly line of said Lot 5; thence South 62 °20'22" East 20.00 feet to the point of beginning; Situate in the County of Spokane, State of Washington. Parcel 3: That portion of the Northwest quarter of Section 25, Township 25 North, Range 44 E.W.M., described as follows: Begin at the Northwest corner of said Northwest quarter; thence South 00 °39'38" West, along the West line of said Northwest quarter, a distance of 30.00 feet; thence 89 °23'17" East a distance of 42.50 feet to the East right of way line of Sullivan road and the True Point of Beginning; thence South 00 °39'38" West, along said East right of way, a distance of 574.18 feet; thence North 89 °23'17" West a distance of 22.50 feet; thence South 00 °39'38" West along said East right of way a distance of 250.84 feet; thence South 89 °20'22" East a distance of 35.00 feet; thence North 00 °39'38" East a distance of 825.05 feet to a point 30 feet South of the centerline of 16th Avenue; thence North 89 °23'17" West a distance of 12.5 feet along the South line of 16th Avenue to the True Point of Beginning; Situate in the County of Spokane, State of Washington. (legal continued) Parcel 4: Situate in the County of Spokane, State of Washington. (legal continued) Order No.: AY- 165536M Page No.: 3 That portion of the Northwest quarter of Section 25, Township 25 North, Range 44 E.W.M., described as follows: Begin at the Northeast corner of Lot 15, Block 1, RIDGEMONT ESTATES NO. 4, 5TH ADDITION; thence North 89 °20'22" West along the North line of said Lot 15 a distance of 20 feet; thence North 00 °39'38" East a distance of 90.00 feet; thence South 89 °20'22" East a distance of 100.00 feet; thence South 00 °39'38" West a distance of 106.10 feet to the North line of Lot 3, Block 3 of said addition; thence South 71 °15'24" West along the North line of said addition a distance of 21.85 feet to the Northwest corner of said Lot; thence North 67 °52'01" West a distance of 63.82 feet to the true point of beginning; Situate in the County of Spokane, State of Washington. Parcel 5: That portion of the Northwest quarter of Section 25, Township 25 North, Range 44 E.W.M. described as follows: Begin at the Northwest corner of said Northwest quarter; thence South 00 °39'38" West, along the West line of said Northwest quarter, a distance of 1,485.00 feet to the South line of 20th Avenue extended; thence South 89 °20'22" East, along the South line of said 20th Avenue, a distance of 518.35 feet to the beginning of a curve concave to the Northwest with a radius of 515.00 feet; thence Northeasterly through a central angle of 3 °53'38 ", and arc distance of 35.00 feet, along said 20th Avenue, to the True Point of Beginning; thence South 03 °14'00" East, radial to said curve, a distance of 10.00 feet to the beginning of a nontangent curve concave to the Northwest with a radius of 525.00 feet and a radial bearing of South 03 °14'00" East; thence Northeasterly through a central angle of 6 °00'09 ", an arc distance of 55.00 feet, parallel to said 20th Avenue; thence North 09 °14'09" West, radial to said curve, a distance of 10.00 feet to the North line of said 20th Avenue and the beginning of a nontangent curve concave to the Northwest with a radius of 515.00 feet a radial bearing of South 09 °14'09" East; thence Southeasterly through a central angle of 6 °00'09 ", an arc distance of 53.95 feet to the True Point of Beginning; Prepared ror: TUPPER & ASSOCIATES. E. 12929 SPRAGUE TRANSAMERICA TITLE INSURANCE COMPANY 720 North Argonne Road, Suite T Spokane, WA 99212 (509) 922 -2222 SUPPLEMENTAL TITLE COMMITMENT NUMBER 1 ATTENTION: This Supplemental contains changes which impact title to property set forth in the above referenced commitment. sac S C H E D U L E "A ": TRANSAMERICA NU.: AY- 165536M X Parcel 6 of the Legal Description is amended as follows: A portion of the Southwest quarter of. the Northwest quarter of Section 25, Township 25 North, Range 44 E.W.M., described as follows: Begin at the Southwest corner of Lot 2, Block 1, RIDGEMONT ESTATES NO. 4, 3RD ADDITION, as per plat thereof recorded in Volume 19 of Plats, page 79; Thence North 00 ° 39'38" East along the West line of said Lot a distance of 40.00 feet to the true point of beginning; thence North 89 ° 20'22" West a distance of 50.00 feet; thence North 00 ° 39'38" East a distance of 110.110 feet; thence North 89 ° 20'22" West a distance of 300.00 feet; thence North 00 ° 39'38" East, a distance of 100 feet; thence North 56 ° 58'14" East a distance of 360.56 feet; thence South 89 ° 20'22" East a distance of 50.00 feet; to the West .line of said addition extended North; thence South 00 ° 39'38" West along the West line extended a distance of 410.00 feet to the true point of beginning; Situate in the County of Spokane, State of Washington. S C H E D U L E "B ": X Except as to the matters reported hereinabove, the title to the property covered by this order has NOT been re- examined. Dated as of June 12, 1992 at 8:0U A.M. TRANSAMERICA TITLE INSURANCE COMPANY Alan Young, Title Officer Parcel 6: Order No.: AY- 165536M Page No.: 4 A portion of the Southwest quarter of the Northwest quarter of Section 25, Township 25 North, Range 44 E.W.M., described as follows: Begin at the Southwest corner of Lot 2, Block 1, RIDGEMONT ESTATES NO. 4, 3RD ADDITION, as per plat thereof recorded in Volume 19 of Plats, page 79; Thence North 00 °39'38" East along the West line of said Lot a distance of 40.00 feet to the true point of beginning; thence North 89 °20'22" West a distance of 50.00 feet; thence North 00 °39'38" East a distance of 110.00 feet; thence North 89 °20'22" West a distance of 100.00 feet; thence North 56 °58'14" East a distance of 360.56 feet; thence South 89 °20'22" East a distance of 50.00 feet; to the West line of said addition extended North; thence South 00 °39'38" West along the West line extended a distance of 410.00 feet to the true point of beginning; Situate in the County of Spokane, State of Washington. Parcel 7: That portion of the Northwest quarter of Section 25, Township 25 North, Range 44 E.W.M., described as follows: Begin at the Northwest corner of said Northwest quarter; thence South 00 °39'38" West, along the West line of said Northwest quarter, a distance of 855.00 feet; thence South 89 °20'22" East, a distance of 20.00 feet to the East right of way line of Sullivan Road; thence South 00 °39'38" West,.along said East right of way, a distance of 650.00 feet to the South line of RIDGEMONT ESTATES NO. 4 - 5TH ADDITION, being the South line of right of way for 20th Avenue and the True Point of Beginning; thence South 89 °20'22" East, along said South line, a distance of 35.00 feet; thence South 00 °39'38" West a distance of 778.13 feet to the North line of the South 385.00 feet said Northwest quarter; thence North 89 °32'42" West, along said North line a distance of 35.00 feet; thence North 00 °39'38" East a distance of 778.26 feet to the True Point of Beginning; Situate in the County of Spokane, State of Washington. (legal continued) Parcel 8: VESTED IN: That portion of the Northwest quarter of Section 25, Township 25 North, Range 44 E.W.M., described as follows: Being at the Northwest corner of said Northwest quarter; thence South 00°39'38" West, along the West line of said Northwest quarter, a distance of 855.00 feet; thence South 89 °20'22" East a distance of 20.00 feet to the East right of way line of Sullivan Road and the True Point of Beginning; thence South 00 °39'38" West, along said East Right of way, a distance of 550.00 feet to the North line of RIDGEMONT ESTATES NO. 4 - 5TH ADDITION, being the North line of right of way for 20th Avenue; thence South 89 °20'22" East, along said North line, a distance of 35.00 feet; thence North 00 °39'38" East, a distance of 550.00 feet; thence North 89 °20'22" West, a distance of 35.00 feet to the True Point of Beginning; Situate in the County of Spokane, State of Washington. TUPPER & ASSOCIATES, INC., a Washington corporation, as to Parcels 1 and 2; UPPER COLUMBIA CORPORATION OF SEVENTH DAY ADVENTIST, a Washington. corporation, as to Parcels 3 and 4; SULLIVAN SOUTH ENTERPRISES, a Washington corporation, as to Parcels 5, 6, and 7; 'and SPOKANE VALLEY CURCH OF THE NAZARENE, a Washington corporation, and SULLIVAN SOUTH ENTERPRISES, a Washington corporation, as to Parcel 8 EXCEPTIONS: 4. Declaration of Covenants, Conditions, and Restrictions imposed by instrument recorded on August 14, 1991, under Recording No. 9108140011. Affects Parcel 2. Order No.: AY- 165536M Page No.: 5 1. Taxes and assessments, if any, no•search having been made thereof, as to Parcel Nos. 45252.9057 (Covers property herein described and other property), 45252.9062 (Covers property herein described and other property) 2. Any unpaid assessments or charges, and liability for further assessments or charges by .Vera Irrigation District No. 15. Affects Parcel 2. 3. Restrictions, easements, building set -back lines, recitals and dedications as disclosed by the recorded plat of Ridgemont.Estates No. 4 - Third addition. Affects Parcel 2. (continued) 5. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: INDEMNITORS: INDEMNITEE: DATED: RECORDED: RECORDING NO.: REGARDING: AFFECTS: 6. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: AND: DATED: RECORDED: RECORDING NO.: REGARDING: AREA AFFECTED: AFFECTS: 7. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: AND: DATED: RECORDED: RECORDING NO.: REGARDING: AFFECTS: (continued) Order No.: AY- 165536M Page No.: 6 Alphons B. Renz and Hilda E. Renz Spokane County December 10, 1975 December 12, 1975 7812120290 To indemnify and release the indemnitee from all actions atrributable to the Indemnitee locating, establishing, constructing, operating, maintaining and all maters incidental thereto, the drainage control system in conjunction with Rigemont Estates Parcels 1, 6, and 7 Alfons B. Renz and Hilda E. Renz, Indemnitors Spokane County, Indemnitee December 10, 1975 December 12, 1975 7512120290 To indemnify and release the indemnitee from all actions attributable to the indemnitee locating, establishing, constructing, operating, maintaining and all matters incidental thereto, the drainage control system in conjunction with Ridgemont Estates. NW1 /4 of Sec. 25, lying NWly of Ridgemont Estates. Parcels 1, 2, 3, 4, 5, 6, 7, and 8 Spokane County, a political subdivision Sullivan South Enterprises, a Washington general partnership September 15, 1988 September 21, 1988 8809210088 Spokane County Sewerage Agreement Parcels 1, 2, 3, 4, 5, 6, and 8 8. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: DATED: RECORDED: RECORDING NO.: AFFECTS: 9. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: AND: DATED: RECORDED: RECORDING NO.: REGARDING: AFFECTS: 10. AGREEMENT FOR SEWER CONNECTION SERVICES AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: AND: RECORDED: RECORDING NO.: AFFECTS: (continued) Spokane County Property owner April 18, 1991 9104180297 Parcel 2 Order No.: AY- 165536M Page No.: 7 Spokane County, a political subdivision Allowing natural drainage and /or runoff over and across the above described lands March 29, 1991 April 4, 1991 9104040040 Parcel 5 and 6 Sullivan South Enterprises Vera Irrigation District No. 15 November 9, 1990 December 18, 1990 9012180277 Street lighting Parcel 2 Disclosing sewer connection charge in the amount of $495.00. 11. Restrictions imposed by instrument recorded on January 31, 1992, under Recording No. 9201310456, as follows: Notwithstanding any representation or warranty, oral or written, express or implied, made in connection with the sale of the subject property to the Grantee acknowledges that the Grantor has reserved, and hereby reserves, to itself and its successors and assigns with respect to Ridgemont Estates No. 4 including all future phases thereof (the "Subdivision "), the right to seek a rezoning and /or replatting of all or any portion of the Subdivision located within 500 feet of Sullivan Road, in order to allow any use therein which would be consistent with a commercial zone classification. Affects Parcel 2. 12. Recital contained in instrument recorded on October 27, 1987, under Recording No. 8710270192, as follows: all Order No.: AY- 165536M Page No.: 8 The responsibility of the Grantee to participate in dedications and public improvements, as and to the extent required in that certain Real Estate Purchase and Sale Agreement, dated June 23, 1987, between Grantor herein as "Seller" and Grantee herein as "Purchaser ", which terms are incorporated herein by this reference (Without limiting the generality of the reference to such Agreement, such responsibility includes payment for improvement costs on Sullivan Road, Sixteenth Avenue, the cul de sac on proposed Pioneer Street, and one -half (1/2) the cost of proposed Timberlane Street to Spokane County requirements and specifications, together with the obligation to dedicate to Spokane County, upon the Grantor's request, the right -of -way for Sullivan Road, Sixteenth Avenue, and portions of proposed Pioneer Street and Timberlane Street. Affects Parcel 8. TRANSAMERICA TITLE INSURANCE COMPANY By Aler:;;Iger Alan Young, rarr For Service on this order call: (509) 922 -2222 64-0. Ac. 9B.3s /6 TH A /E: QAIrn o- T Jog -4111 .lop PROPERTY; OF .SPOKANE COUNT ASSESSOR. ERL P E ta EsTA TRANSAMERICA TALE INSURANCE COMPANY This sketch is provided, without charge, for your Information. It is not intended to show all matters related to the property including, but not limited to, area, dimensions, easements, encroachments, or location of boundaries. It is not part of, nor does it modify, the commitment or policy to which it is attached. The Company assumes NO LIABILITY for any matter related to this sketch. Reference should be made to an accurate survey for further information. R IDGEMONT ESTATES NO.4 — 3rd ADDITION 3000 14454 ° l \ I1L00 1 9.•• r' FINAL PLAT SB9'32'42 175.97 SUB JEC7 pROp ER � J Z J � ,� Y 8 " �'• L y, �,� s ♦\ SilloCt a, BLOCK \ 1 SD SCALE IM FEET RecEt ; 454.46 , . 593 e 3 I I (jam n.1; ' \.'./ I — RI DGEM3N i ESTATES O. 4 .Ist ADDrflON 6919•13'97[ 124.44 TRANSAMERICA TTTLE INSURANCE COMPANY This sketch is provided, without charge, for your Information. h is not intended to show all matters related to the property including, but not limited to, area, dimensions, easements, encroachments, or location of boundaries. It is not part of, nor does it modify, the commitment or policy to which it is attached. The Company assumes NO LIABILITY for any matter related to this sketch. Reference should be made to an accurate survey for further information. 56 (c aa \ --- 4L et y.' ?R1J ERTY ,OE:, OKANE` COIF �SSESSO TRANSAMERICA TITLE INSURANCE COMPANY 1 This sketch Is provided, without charge, for your Information. h is not intended to show all matters related to the property including, but not limited to, area, dimensions, easements. encroachments, or location of boundaries. It is not part of, nor does it modify, the commitment or policy to which it is attached. The Company assumes NO LIABILITY for al matter related to this sketch. Reference should be made to an accurate survey for further information. tt. 0.0 S P O K A N E • r .. COUNt ASSESSO , • • •, • '' • - . t • '. 6 tv lt PlIffr f 'S! 2L: 16A '‘PP 6.6-0 ' ':`•••• I ' -er t •-■ • •,t ;21 TRANSAMERICA TITLE INSURANCE COMPANY This sketch is provided, without charge, for your Information. It is not intended to show all matters related to the property including, but not limited to, area, dimensions, easements, encroachments, or location of boundaries. It is not part of, nor does it modify, the commitment or policy to which it is attached. The Company assumes NO LIABILITY for any matter related to this sketch. Reference should be made to an accurate survey for further information. ECE VW JUN 1 21992 SPOOK Will ENGINEER Prepared for: TUPPER & ASSOCIATES E. 12929 SPRAGUE TRANSAMERICA TITLE INSURANCE COMPANY 720 North Argonne Road, Suite_ 'I' Spokane, WA 99212 (51)9) 922 -2222 S UPPLEMENTAL 'I'LTl,E COMMITMENT NUMBER 1 TRANSAMERICA NO.: AY- 165536M ATTENTION: This Supplemental contains changes which impact title to property set forth in the above referenced commitment. S C H E D U L E "A": X Parcel 6 of the Legal Description is amended as follows: A portion of the Southwest quarter of the Northwest quarter of Section 25, Township 25 North, Range 44 E.W.M., described as follows: Begin at the Southwest corner Of Lot 2, Block 1, RIDGEMONT ESTATES NO. 4, 3RD ADDITION, as per plat thereof. recorded in Volume 19 of Plats, page 79; sac Thence North 00 ° 39'38" East along the West line of said Lot a distance of 40.00 feet to the true point of beginning; thence North 89 ° 20'22" West a distance of 50.00 feet; thence North 00 ° 39'38" East a distance of 110.00 feet; thence North 89 ° 20'22" West a distance of 300.00 feet; thence North 00 ° 39'38" East, a distance of 100 feet; thence North 56 ° 58'14" East a distance of 360.56 feet; thence South 89 ° 20'22" East a distance of 50.00 feet; to the West line of said addition extended North; thence South 00 ° 39'38" West along the West line extended a distance of 410.00 feet to the true point of beginning; Situate in the County of Spokane, State of Washington. S C H E D U L E X Except: as to the matters reported hereinabove_, the title to the property covered by this order has NOT been re- examined. Dated as of June 12, 1992 at 8:00 A.M. TRANSAMERICA TITLE INSURANCE COMPANY By Alan Young, Title Officer Prepared For: Order No.: AY- 165536M Effective Date: June 1, 1992 at 8:00 a.m. Parcel 1: TRANSAMERICA TITLE INSURANCE COMPANY North 720 Argonne Spokane, Washington 99212 TUPPER & ASSOCIATES Certificate for Filing Proposed: E. 12929 SPRAGUE RIDGEMONT ESTATES NO. 4 PLAT CERTIFICATE (legal continued) Charge: Tax: Total: • $125.00 10.00 $135.00 In the matter of the subdivision to be submitted to Spokane County for approval, this company has examined the records of the Spokane County Auditor's and Clerk's offices, and the office of the Clerk of the United States District Court holding terms in said county. This certificate is made for the purpose herein specified, and is not to be used as a basis for closing any transaction. Liability is limited to the amount paid for this certificate. From such examination, the company hereby certifies the title to the following described land, in said Spokane County, to wit: That portion of the Northwest quarter of Section 25, Township 25 North, 'Range 44 E.W.M., described as follows: Being at the Northeast corner of Lot 8, Block 2 RIDGEMONT ESTATES NO. 4 - 4TH ADDITION; thence South 89 °20'22" East along - the North line of said 4th addition, 20.59 feet to the true point of beginning of said described center line, the side of said easement being 15.00 feet on either side of said centerline; thence North 13 West 355.40 feet; thence North 76 °52'01" East 130.00 feet; thence .North 56 °18'15" East 310.00 feet; thence South 33 °41'45" East 150.00 feet to a point where the easement changes to 45.00 feet Easterly of the centerline and 35.00 feet Westerly of the centerline; thence continuing South 33 °41'45" East 40.00 feet to the end of said described centerline and said easement; Situate in the County of Spokane, State of Washington. td WCY AV-"-EA \ -E V AI at foQES lz z" i- 6 - (?71.D :fr'rt Es/f. 141?6, oge-,4C: VPLui4E: _tz e..Q I g ED --- C t. tiT ::::7A ‘7 (10+" / Fr' T/h i.00ftt t to GO F • T — . - s "2.0E" s TotRAG 399 F1r: - O9 E &.RL DizYwc. Lt: -+ 5:66 Fr- S1OFAC Cho C.E.C. Out) tiT01=kCiE 0 1 ISCF: 0 ESC g it cIElQ F T - [it (■?:)(3 o) -4- 0 (o I) -7 T. — SUBAREA 1 = . 5- ACRES SUBAREA 2 == 1.09 ACRES TOTAL AREA • 1.62 ACRES OVERLAND FLOW VALUES Ct = .15 L = 135 N - .4 ,025 CHANNEL FLOW VALUES L Z1 Z2 N 1i 9 TD 435 36 . 172 . 016 0 .0.13 199 CONFUTED VALUES. DUR = 8.21 110 = 2.50 '010 = 1.60 DA = 1.60 . - 4y - 45 RATIONAL FORMULA HYDROLOGY 35 DATE_ = 5/11/92 DESIGNER=. D.H.C. PROJECT NAME = RIDGEMONr ESTATES NO. '4: . 5TH ADDITION DESCRIPTION = STORMWATER DRAINAGE - REVISED BASIN SUBAREA 1 RUNOFF COEFFICIENT = .9 SUBAREA rRLJNOFF'COEFFICIENT = .15 COMPOSITE RUNOFF` COEFFICIENT. = 39537037037 , DATE = 5/11/92 PROJECT NAME = DESCRIPTION = STORMW=,TER DRAINAGE - REVISED t (min.) 5.0 300 TEN YEAR STORM CALL. DOWSTRING. CALCULATIONS DESIGNER = U.H.C.. RIDGEMONT ESTATES NO. 14 -: 5TH ADDITION L Intensity Odevra. (Sec.) '(1 n. /hr.) =..18 2 Vin (cu. '.-ft.) 819 BASIN "C" VOL ...:Storage (cu. ft.) (CLI. ft.) 300 , 519. 8.2 9n ' 493 2.50 1:60 1056 493 563 10.0 600 7..43' 1 101 600 501 15.0 900 1.77 ..1.13 1210 900 310 20.0 45 ` u 2 0 f l _ 120:7 7.. 4.,,. ,'_; _ 127_ 1.... 1. 25.0 1500 1.21 .78 1292. 1500 -208 30.0 1800 1.04 ' 67 1311 1800 - -489 35. 2100 .91 .58 1322H 2100. -778 • 40,0 2400 .82 .53 1348 2400 -1052 45.0 2700 .7 4 4'7 135 2700 ., -1141 50.0 :3000 .6E3 . 44 1380 3000 --1620 55.0 3300 .64 .41 1421 3300 - 1879 60.0 3600 .61 39 1472 3600 . -2128 65.0 3900 .60 .38 1550 ' 3900 - 2350 ;70.0 4200 .50 .37 1622 ' 4200' -2570 75.0 4500 .56 .36' 1659 4500 ., -2841 80.0 4800 .53 34 .. 1686 4800 -3114 85.0 5100 .52. 1738 5100 362 90.0 ,5400 , .50 '.32/Y 1783 5400_ -3617' 95.0 5700 }9 ' 1 1841' 5700 -3859, 100.0 6000 .48 31 1896,"• ' 6000.?•. - 4104 THE ('MAXIMUM STORAGE IS 563.40267642 CU'. FT. �i.Po^ ,6" V0LUMe = 5ral cu, PI exaL = ' - _ '` .G3tl sL'oPE_ Ai V:( s)( 2 )( 0 ° :YPEe t The tl illr' C]f concentration is 8.208737 minutes. 1o0)(n ?) ='l5 ru. FT. .. F ,,b "ez vo LvmE= 5G ( +'1: • The Uncle eloped flow out i..s 1• c. =. j.. 'tt(PC „ F' DF 7v'tti- ' = 6 ?6 = �.FteS RATIONAL FORMULA HYDROLOGY DATE = 3/20/92 DESIGNER = K W MCMULKIN BASIN PROJECT NAME = RIDGEMONT 5TH ADDITION DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 = .11 ACRES TOTAL AREA = .11i ACRES COMPOSITE RUNOFF COEFFICIENT = .9 OVERLAND FLOW VALUES Ct = .15 L = 0 N = .4 .. S = .01 CHANNEL FLOW VALUES L = 152 Z1 -40 Z2 = .172 N = .016 B = 0 S = .008 TD = .1137 COMPUTED VALUES DUR = 5.00 110 = 3.18 010 = GA = Cute..5 OPENING INLET ON C'oN'(INUOUS 6RA9E 1) FRov1 ?G. G FIG. 16(0.) .., GuiPEt-tyES Fog STOFmwr.TES H MANAGEtmENT — I 2) a = 0,015 L-*. Fog ° DERgESSION AT INLET • 'DEYTI{ OF FLOW • 1>ISCNNKEiE 2 0TH AVENUE $T r., 15-too To 5"th 1'1 + 45 SUBAREA 1 RUNOFF COEFFICIENT = .9 A = 2. = 0 `(= 0.1131 FT. Q 0.31 CFS Go. 0.31 F'C. @ 100 FLOW INTERCEPTION QwALw 0.015. 1 1 1 1 1 1 in I i I•, 1�, 1 i I . ' 1 I . I 1 . .e s fE 1 1 1 1 1 1 1 • I 1 1 � 1 1 1 1 I 1 1 1 1 1 } 1 I ' i l 1 I'i l 1 I . 1 I I I .ill ! 11, ' 1 1 I L I I`air -- - r - I - 1 LI 1-1- I I f 1 ,/� T 1- I iT T 1 - - I ! 1 1 .1 . 1 I __ I / - t--1 -1-.1 ' I - .L -)--.- .i_,+ _ 1 1 1 jT I I 1 1' 1 1 1 1 L I � I 1 - 1 1. I I I 1 1 1 I1- 1- --I- l a / 1 1 - 1 + I i l j I I I 1 I I dill I 1 1 1 1 - 1 1I I I I I 1 I i 1 1 1 i 1 1 - 1 1 --�- T -r I I 1�T i -�-� 11111 Iii I L Fir i I 1 1 1 1 1 1 1 1 I II 0/ 1 II I i • ,� % 1 1 1 1 1 1 1 - I I 1 1 1 11 III I Ian ti , 1. 1 1. ".I 1 1 11 I I 1 I I I I ' IV WO" • . �II��■N E c, 1 1 1 1 1 \+°÷ I/ I o I I I I I 1 Ml 1 I 1 1 I 1 I . I I 1 I I I 1 ( I S i . 11 I I I i I 1' I I - + -- I 1 T 1 I imir, 1 . &A 1 ., {- I I I 1 1 1 -t--L1 -- I I I I I I - � _ ii 1 I II � L I 1 1 I 1 4 0 x { T r I I 1 1 1 1 1 - .If1I � %/ 1 I 1 • I 1 1 1 I I I .. I I 1 I I- -II 1 - = 1- r-k n --I-1� I 1 11 I I I 111 1 1 I I I 1 . I { 1 11 I C I 1''1 1 1 1 1 1 1 11 1 1 1 // I I I/I 1 1 11 I I 1 1 111 1 i., I I I-- I I I I 1 I I j I 1 1 I I 1 I I I I l 111 1 1∎ (b) PARTIAL INTERCEPTION RATIO FOR INLETS OF LENGTH LESS THAN L .01 _ -- .02 .03 .04 .OS .08 00 10 (a) DISCHARGE PER FOOT OF . LENGTH OF CURB OPENING INLETS WHEN INTERCEPTING 100% OF GUTTER FLOW DEPTH OF FLOW - y - FEET .05 .06 .08 .10 .8 S 10 .3 .4 .5 .6 .8 1.0 L�La 1 CAPACITY OF CURB OPENING INLETS . ON CONTINUOUS GRADE 6 -39 FIGURE 16 1.0 8 .6 .4 3 .2 , Oa L .10 oe 06 05 04 03 02 01 1.0 .4 3 Oa 1 1 1 Ni II OMENS C N.,.dr* R•II Iii 0/ II!L'� A L� naafi - --, -- CCS t ---, - - - .�n ON 4 - 1 1 - t - 1 - + -- imir, 1 . &A 1 -r 1 1 1 I 1 1 (b) PARTIAL INTERCEPTION RATIO FOR INLETS OF LENGTH LESS THAN L .01 _ -- .02 .03 .04 .OS .08 00 10 (a) DISCHARGE PER FOOT OF . LENGTH OF CURB OPENING INLETS WHEN INTERCEPTING 100% OF GUTTER FLOW DEPTH OF FLOW - y - FEET .05 .06 .08 .10 .8 S 10 .3 .4 .5 .6 .8 1.0 L�La 1 CAPACITY OF CURB OPENING INLETS . ON CONTINUOUS GRADE 6 -39 FIGURE 16 1.0 8 .6 .4 3 .2 , Oa L .10 oe 06 05 04 03 02 01 1.0 .4 3 Oa BASIN g o6emorry 6.5 5 No.1- - 5 A:PD 3/41'10N 11 1 AcgE 37 V • • 3, a+C? F P0 P. pmel) pcizeis. 61245 s g oofs— a - pF.iIe5 5 Ci?ctse.r) 6(4 + 41-88 pt. fr‘F-e-A = l4 1$0D I I _S V oLuME EQug RSp LiNs 2.0 A v emus. 3 — e -m- '2.08 11- STORAGt — w - 6 , 06 . STORAGE _ [c -17 11- (\ )( 3(9 ) 4. (' ( C 11 55o FT' ) goo° L -1 - l000 FT: r LoT .. 311 . Z 2 g5o _t k5 PY 0.34 c Fp 1 • 11). • 2,2 DiS o FT! 36 • 1- votAtst_e sksg.E.L. t)sywei-t_ -3/4- 3 S sTogt.GE _7500 ,Ly NO 2-60 3/2_0/9 2. (1<w) L 0.5 AcgE V a l " . = 60 '6 t Y 3:1A 0.5 1-5 ? )-1 Aiurr9 trer 3 F.T• 6.06 355 _. RATIONAL FORMULA HYDROLOGY DATE = 5/11/92 DESIGNER = D.H.C. PROJECT NAME = RIDGEMONT ESTATES NO. 4 - •5TH ADDITION DESCRIPTION = STORMWATER DRAINAGE - REVISED SUBAREA SUBAREA TOTAL AREA 1 = .51 ACRES = .36 ACRES = .67 ACRES OVERLAND FLOW VALUES Ct = .15 L = 135 N = .4 5 = .025 CHANNEL FLOW VALUES L = 439 21 = 36 L2 = .172 N = .016 9 = .012 TD = .164 COMPUTED VALUES DUR• = 3..55 I10 = 2.45 010 = 1.26 QA = 1.25 SUBAREA SUBAREA COMPOSITE BASIN 1 RUNOFF COEFFICIENT = .9 2 RUNOFF COEFFICIENT = .15 RUNOFF COEFFICIENT = .569655172414 'BONSTRING' CALCLJLATICINS DATE = 5/11/92 DESIGNER = D.H.C. PROJECT N=AME = RIDGEMOINT ESTATES NO. 4.- 5TH ADDITION DESCRIPTION = STORMWATE.R DRPIINAGE - RE_VISED BASIN "D" t. Intensity Ddev Vin Vogt Storage (min.) (sec.) (in. /hr:) (c.f.s.) (cu. ft.) (cu. ft.) (cu. ft.) 5.0 300 • 3.18 1.63 656 700 356 8.6 * 513 2.45 .1.26 864 51= 351 10.0 ' 600 2.24 1 1 " 890 600 290 15.0 900 1.77 .91. 976 900 ' 76 20.0 1200 1.45 .74 .1022 1200 --178 75.0 • 1500 1.21 .62 1079 1500 -461 1800 1.04 5 1053 1800 -747 35.0 2100 .91 .47 1062 2100 -1036 40.0 2400 .92 .42 1083 2400 --1317 45.0 7700 .74 .38 091. 2700 -1699 50.0 3000 • .68. 1107. 3000 -1893 55.0 3300 .64 . .> 1 141 • = 3011. 2159 60.0 3600 .61 31 -. . 1181 • 3600 . -2419 • 65.0 3900 .60 .31 1244 "7900. -2656 70.0 4200 .56 .30 1302 4200 -2393 75.0 4500 .28 1331 4500 -7169 80.0 4800 .53 .27 1353 4300 -3447 35.0 5100 .52 .26 1394 5100 ' -3706 90.0 5400 .50 .26 1430 5400 -3970 95.0 5700 .49 .2.J 1477 5700 4223 100. 0 6000 .43. 25 1520 6000 -44901 THE MAXIMUM STORAGE IS 355. 79868 CU. FT. >Yo.b "D" v oLURE = GI1 c.0 . FT. Th . t.i'ne of concentrat.:ion is 8.554799 minutes.• The Undeveloped flow out is ' 1 c. f . s. -). i - - TiPC , t " bi 1 - 1 - TEN YEAR STORM CAL.0 , GF� =IN ' STA• 601-40 CuL DE-SAC NtrJ6 /NLET oN CoNT /NUOt4t7. c$FAAE I� FFom p6. 6 -39 FIG. IN(A) QA " p,l: e0K ° DEPKCS AT INLET 0.= 2 = 0.11 LOS DEPTH of FLotI `1' = 0.18 F-T. . DISC HARGE a Q o. 2-) L 0, Q° 11-‘, it- \DGEMoNT ESTATE No - S ADPITIOt4 0 .tv p_\Z = 1 0,5 FT. No• 126o0 C1= V /'iYl) u t LiIGC LIriEs P of STogvnwAtcg t ' WIANAGEWIENT - 1181 10 -25 FT. (a 100 FLow INTEtCEYTIOrJ SFY: 12 F S DE Y GUKB O?tNt14G 1jl I 1 I1 1 I •.•I II I t E I I 1 1 i 111 1.�.. ; l P 1 1 1 1 1 j 1 . i .1 i.I I i I . Hi I I � I 1 j0r. I I 1 II-- -- �.- . 1.:1 .,. ." � 4 I ,, 1 1 - 1 �I ,,,, 1 1 1 11 I I r./ - 1 i : j - �- - 1 1t ,,I ,,,,III 1 I I 1 _ .1 1 1 11' I I 1 1111 I 1 - 1 I I T-r -�- i: .-i -I-� I I ' I I I i 1 I 1 1 1 1 1 1 I I I 1 t - /� 1 1 1 1 I 1 1 1 1 1 — I 1 T 1 11 _1 n ' 'r I 1 -. I VCrns I .i i 111 -.01 I 1 1 1 1 1 1 0,1a� �1.-E. o ti' i I I 1 _I =_ 'I__I I I I 1 1 1 1 Y rellr /��■■■■N Ey o 1 I I 1 1 1 I. I I. °� 1 I I I 1 I I I I I 1 I 1 1 i I 1 1 43 � 1 1 1 i 1 1 1 1 1 1 I • I 1 . I I I' I I 1 I I 1 j I 1 1 -+- 1 � � I I I i lI 1 •,I 1 I 1 1 I I 1 1 --+— ,i I 1-I 1 T� 1 I I I —: I I -1 1� - {-L- I;: I I�- I 1 1 I 11 I I 1 I I I I� i 1 I I I I I 1111111 I I I I I I I I r I I I 11 11 Y I II ,, , -- + i a( -1-r�- I 1 I I ii I I I I I I I aa�■ ■ aaaa�a�aa� w■umra i I a/ al a'�il i liyN isi N11 4 0 =mgi ■p n ■en= �� .tra t1 - li :�' % sir. 1 -L I - 1 - +- - 1 - - -L- -- - - -± - -- I Tr 1 i t - - r - -- r - (b) PARTIAL INTERCEPTION RATIO FOR INLETS OF LENGTH LESS THAN L DEPTH OF FLOW - y -FEET . 02 03 .0+ .0 Oe Oe 1 0 (a) DISCHARGE PER FOOT OF LENGTH OF CURB OPENING INLETS WHEN INTERCEPTING 100% OF GUTTER FLOW • • .05 .06 -08 .10 • .2 L ka CAPACITY OF CURB OPENING INLETS ON CONTINUOUS GRADE 6 -39 FIGURE 16 .8 .6 s 1.0 .8 .6 .3 2 00 L 10 cm 06 05 04 03 2 0I 1.0 4 0 3 Oa A KEA -- 65, '192_ FT` T6TPL .AKEA :Art-I11 rivic - R.cat ° 4- 1:01 ' - IS :AKA iMPCrkiio u5 uNU W�6r^:C K,DGEMO4JT cc-I- a IN\o. 4 - S7 A:D■T1ot 0 -3 -7Z i5 poniD " : FLooK /6 9184 El! (Cigars - i - 4 FT, �e.AST Par t I3 c G21- FT '7 OTFiL I. SS Aci_.cs (? COO + I ooc, LoT PCK. rrLVlc'IS ruC e.i rT,• ) nF CUL` y00 FT R. 8G4 +'9000 ._. 2_•T., 8 G4 - F'F` = 0. 5Z5 AcK= 67, 7 91 - 22_ -, 864- _ ' f - 4, 92-3 Fr' = / O , ( ,qty h1 M went i SIDE stores, o ( FOR. A - r - i) + D A + o P 2 A= el ) t (16,Q(9)+ 33) = = 227 + 2'72_ + 594 = I093 _ P 1/ = O= CIo73 + D315 628,71) 54G,S + 48.3 = 554.8 potip voc_vM 3 is o =( re_oo1:__ sToRACie: = 13, - iz " / FT. 5 78 Cu, ET. voLuME L• (a 7CPT1 -1 — 59 Cu FT ., AGEQvhIE: ,1- T`ftF` -6" Dr:f,JCLL -t- 53O cv. f-r 07ot' %,G6 ,tEquier .. p M) ,. r ,. VOLUME @- 2 PCP1F1 0 , 6�1 ( 10yLC' = 1 cu.FT. a Conti DATE .; 6/2/92 PROJECT NAME = RIDGEEMONT ESTATES NO. 4 - 6TH ADDITION DESCRIPTION STORMWA'TF_R DRAINAGE - REVISED SUBAREA 1 = .525 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .9 SUBAREA 2 = 1.031 ACRES SUBAREA 2 RUNOFF COEFFICIENT = .15 TOTAL_ AREA = 1.556 ACRES COMPOSITE RUNOFF COEFFICIEI'IT = .403057694229 OVERLAND FLOW VALUES (' I_ __ .15 L = 450 I'l = .4 .015 CHANNEL FI_O4 =1 'VALUES L = 140 21 = '6 N = .016 B = 0 S = il0G TD = .195. COMPUTED 'VAI_..L!ES DUR = 13.27 I 10 = 1.9.1 P10 = 1.20 OA = 1.19 RATIONAL FORMULA HYDROLOGY DESIGNER = D.H.C. BASIN "I: ' DATE = 6/2/92 BOWSTRING CALCULATIONS DESIGNER' = D.H.C. BASIN `F' PROJECT NAME = RIDDEOONT ESTATES NO. 4 - 5TH AUDITION DESCRIPTION = STORMWATEK DRAINAGE - REVISED t . Intensity Qdev. Vin Vaut Storage (min.) (sec.) (in./hr�) (c.f.s.) (cu, ft.) (cu. ft^) (cu. ft.) 1.1G 1.99 802 ::,00 502 l0.0 600 2.24 1.40 112'9 600 529 13.� lc 796 1. "91 1277 796 481 15.0 900 1.77 1. 11 l�00 900 400 1200 l.45 .9l 1337 1200 137 25.0 1500 1.2l .76 1344 1500 -156 1800 1.0l .65 1351 1800 -449 15.O 21.00 .71 1 .57 1353 2l00 -747 l0.� 2400 �R2 ^51 l373 2490 --1027 45.0 2700 .74 .46 1379 2700 -1321 50.0 3000 . b6 ,43 l395 300u -1605 55.O . 64 .4� l43� 3300 -1067 60.9 :1600 .6l .38 1481 -2119 65.0 3900 .60 .T7 1756 3900 -2344 /0. 4200 .58 1626 42�� -2574 75.0 4500 .5b .35 1661 4590 -2839 80.0 4800 .53 �33 16G5 48o0 -3.115 G5.0 5100 1735 5100 -1165 90 .0 5400 .�U "3l 1778 5400 -3622 95. 5�00 .49 .11. l83� �7O� �-3665 100.0 6000 .48 .30 1808 6000 -4112 THE MAXIMUM STORAGE IS 529.472064 CU. FT,-, P"^/v a`»ern\=731u/. * Tno time of concentration is 13.27201 minutes. � The Undeve)oped fl�w out is ,l c.f.s. -+ �L r|ns �e' »^'wcc� TEN YEAR STORM CALC t) akSIN1 "C" STA. IOk4o CUt_- GE - SAC C.0 &e. O?l.1•II NC INLET ON CoN TIf'iU01/4S CF FR o vvi '6. G FIG. 16 (a) as La l_ A g\DCevhoNT ESTs.TEs No.1- — 5 KvtCrtON■ D.1> Q w/L a t.5‘ D - 13 FoR != (7 Q. _ 1 -_ ° - = 11.8 5 t- �• /ca - 1 u GUIDELINc'.S Fct< STDFVnWATEK WIANAGEvti1ENT - Ici o Dei =1C0 f.T Iw LET • DEPTH oP FL-ovi • G\SCHAgGE No. t2600 ?if -oc(9z (1 m) fI Y = o.t9 E Q 1.56 Cfs ram() FT. d loo7o ELOvJ INIEttCEPT10N A't 12 F'1 W1cE ti L'EP CUK'[: Y . I I 114 r00 I I ' 1 L I I �. I I I III I I I I I .1 1 1 1 t l II I . 1 11 1, 1 , 1 r 1 t 1 i 1 I i 1 11 I 1 f j 1 _ 1 � In- I I 1 / 14 I T I -t- I T . 1e1 .1. � � I • I E _ t-1 I I -k +- I 1' 1 1 1 J � I I� � I I: I I I I ! I t I _ 1 1 t I I1-µ I 1 1 ;� I I -t- I I I 1 J 'I 1 1 I 1 1 1 1 mo- I I 1 1 1 ,! 'III I I 'I I I I' 1 1 _ I I I ill 1 1 / I I I --t- r - = I - -I_ ... I .- Y VA Y �5 I I I 1 1 1 1�� ° � I �� I I I I ! I ( I I .I I . I . I. I I a. I I 1 1 ! 1 1 -- .rte i nr e riwasw O , I I I�1 =YY -1- - 1---1- - _1 _ ._ '' I� III � �_ , 11T I ! 11 r 1 , 1,1 I ,; I I� I I I t I I • II 1 ' II. 1 I I I I 1 I I I I 1 I ` 1 I I I — I I I I I ' i— 1-J- + I 1 II 1 I I I11 I I . . . .I I 1 111ti! f i! // r r I/I I I I' 1�1 1 11 I I I III Y . YitY■■Ye �� NN:%eya■ 1 ■■ oS■■■�■�M N►,,1M,4 I I 0/ A5Nr.YNN ea�ts �� t t ■n■S=l= rr E diii I I I ii IPPIV; : III l tH - 1 .° -4 no limn 90 . 1; Iiiii ,.0 < • \0 _ . 17__ - O . 11111 - T - _ - 1- I .01 (a) DISCHARGE PER FOOT OF • LENGTH OF CURB OPENING • INLETS WHEN INTERCEPTING 100% OF GUTTER FLOW (b) PARTIAL INTERCEPTION RATIO FOR INLETS OF .LENGTH LESS THAN •L DEPTH OF FLOW - y - FEET, 02 .05 .06 08 .10 3 • 1.-/ CAPACITY OF CURB 0 ON CONTINUOUS 6 - 39 • PENING INLETS GRADE FIGURE 16 .e 6 .3 .3 06 05 03 1.0 .8 .6 5 .10 1.0 10 08 4 2 0 a 8 +58.5 PI L= 0.000 L/H Pt.= 0.000 @ 0 Grade= - 2.125% 8 +58.5 44.460 8 +81.3 PI L= 0.000 L/H Pt.= 0.000 @ 0 Grade= 2.057% 8+81.3 43.930 '9 +00 44.315 9 +25 44.829 9 +50 45.343 9 +75 45.857 45.857 10 +00 46.286 46.372 10 +25 46.543 46.886 10 +50 • 46.628 47.400 10 +50 PI L= 150.000 L/H Pt.= 46.628 e 10 +49.916 Grade= - 2.0627. 10+50 46.628 47.400 10 +75 46.541 46.885 11 +00 46.283 46.369 11 +25 45.854 11 +50 45.338 11 +75 44.823 12+00 44.308 12 +25 43.792 12 +50 43.277 12 +75 42.762 13 +00 42.246' 42.246 13+25 41.790 41.731 , 13 +50 41.454 41.215 13 +75 41.237 40.700 13 +75 PI L= 150.000 L/H Pt.= 41.132 @ 14 +08.065 Grade= .8007. 13 +75 41.237 40.700 14 +00 41.138 40.900 14 +25 41.160 41.100 14 +50 .41.300 41.300 14 +75 41.450 41.500 15 +00 41.500 41.700 15 +00 PI L= 100.000 L/H Pt.= 41.500 G 15 +00 Grade= - .8007. 15 +00 41.500 41.700 15 +25 41.450 41.500 15 +50 41.300 15 +75 41.100 16 +00 40.900 16 +25 40.700 16 +50 40.500 16 +75 40.300 17 +00 40.100 17 +25 39.900 17 +50 39.700 17 +75 39.500 18 +00 39.300 18 +25 39.100 18 +50 38.900 18 +75 38.700 19 +00 38. 500 19 +25 38. 300 19 +50 79.100 19 +75 37.900 37.900 20 +00 37.800 37.700 20 +00 PI L= 50.000 L/H Pt.= 37.800 @ 19 +99.976 Grade= .8027. 20 +00 37. 800 37.700 20 +25 37.900 '711.L �.fl s : A okit F' R 0 F I L E ?AE in.' c{ -I - q2, 20+75 38^301 21+00 38^.502. 21+25 38.702 21+25 38.702 21+25 PI L= 0"000 L/H Pt.= 0.000 @ 0 Grade= SAG VERTICLE CURVE. CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = -2.32456140351 GRADE #2 = 2.05690574985 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) 147.619208524 LENGTH OF VERTICLE CURVE (GIVEN) 0 WARNING... GIVEN LENGTH IS SHORTER THAN CALCULATED SIGHT DISTANCE 198"89830508 CREST VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = 2.05690574985 GRADE #2 = -2°06153846154 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) 58.348039718 LENGTH OF VERTICLE CURVE (GIVEN) 150 GIVEN IS LARGER SIGHT DISTANCE 198.89830508 SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = -2.06153846154 GRADE #2 = .8 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) 14.735511205 LENGTH OF VERTICLE CURVE (GIVEN) 150 GIVEN IS LARGER SIGHT DISTANCE 198"8983050B CREST VERTICLE CURVE. CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = "B GRADE #2 = -.8 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) -475,95338984 LENGTH OF VERTICLE CURVE (GIVEN) 100 GIVEN IS LARGER SIGHT DISTANCE 198.89830508 SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = -.8 GRADE #2 = .801515593122 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) -286.645097738 LENGTH OF VERTICLE CURVE (GIVEN) 50 GIVEN IS LARGER SIGHT DISTANCE 198.89830508 I y Q P R 0 F I L E 10 +00 PI L= 0.000 L/H Pt.= 0.000 e 0 Grade= - 2.5007. 10 +00 • 40.180 10 +20 PI L= 0.000 L/H Pt.= 0.000 @ 0 Grade= 2.116 %. 10 +20 39.680 10+25 39.786 10 +50 40.315 10 +75 40.844 11 +00 41.373 11 +25 41.902 11 +50 42.431 42.431 11 +75 42.878 42.960 11 +75 PI L= 50,000 L/H Pt.= 43.281 G' 12 +30.378 Grade= .800% 11 +75 42.878 • 42.960 12 +00. 43.160 12 +25 43.360 12+50 43.560 12 +75 43.760 13 +00 43.960 13 +25 44.160 13 +45.05 PI L= 0.000 L/H Pt.= 0.000 G' 0 Grade= .7887. 13 +45.05 44.320 13 +50 44.359 13 +75 44.556 14 +00 44.753 14 +02.16 PI L= 0.000 L/H Pt.= 0.000 G 0 Grade= .800% 14 +02.16 ' 44.770 14 +25 44.953 14 +25 44.953 14 +25 PI L= 0.000 L/H Pt.= 0.000 G' 0 Grade= SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = -2.5 GRADE #2 = 2.11612903226 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) 160.33702874 LENGTH OF VERTICLE CURVE (GIVEN) 0 WARNING... GIVEN LENGTH IS SHORTER THAN CALCULATED' SIGHT DISTANCE 198.89830508 CREST VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = 2.11612903226 GRADE #2 = .799764775066 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) - 664.21946356 LENGTH OF VERTICLE CURVE (GIVEN) 50 GIVEN IS LARGER SIGHT DISTANCE 198.89830508 CREST VERTICLE CURVE, CALCULATE LENGTH, GIVEN DESIGN SPEED GRADE #1 = .799764775066 GRADE #2 = .787953073017 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) - 117959.404935 LENGTH OF VERTICLE CURVE (GIVEN) 0 GIVEN IS LARGER crru nrcrAklrr 1QL1 nQ14?fl rP SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = .787953073017 GRADE #2 = .8 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) - 90591.7204116 LENGTH OF VERTICLE CURVE (GIVEN) 0 GIVEN IS LARGER SIGHT DISTANCE 198.89830508 P R O F I L E 15 +67.36 PI L= 0.000 L/H Pt.= 0.000 @ 0 Grade= - 2.500% 15 +67.36 37.800 15 +87.36 PI L= 0.000 L/H Pt.= 0.000 G 0 Grade= 1.500% 15+87.36 37.300 16 +00 37.490 16 +25 37.865 16 +50 38.240 16 +75 38.615 38.615 17 +00 39.065 38.990 17 +00 PI L= 50.000 L/H Pt.= 38.147 @ 16 +12.675 Grade= 2.704% 17 +00 39.065 38.990 17 +25 39.666 17 +50 40.342 17 +75 41.018 18 +00 41.694 41.694 18 +25 42.251 42.370 18 +25 PI L= 50.000 L/H Pt.= 42.655 @ 18 +71.077 Grade= .8027. 18 +25 42.251 42.370 18 +50 42.570 18 +75 42.771 19 +00. 42.971 19 +25 43.172 19 +25 43.172 19 +25 PI L= 0.000 L/H Pt.= 0.000 @ 0 Grade= SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = -2.5 GRADE #2 = 1.50035511364 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) 123.784919537 LENGTH OF VERTICLE CURVE (GIVEN) 0 WARNING... GIVEN LENGTH IS SHORTER THAN CALCULATED SIGHT DISTANCE 198.89830508 SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = 1.50035511764 GRADE #2 = 2.704 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE ( CALCULATED) -- 512.890653336 LENGTH OF VERTICLE CURVE (GIVEN) 50 GIVEN IS LARGER SIGHT DISTANCE 198.89870508 CREST VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = 2.704 GRADE #2 = .801832760596 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) - 337.154539793 LENGTH OF VERTICLE CURVE (GIVEN) 50 GIVEN IS LARGER SIGHT DISTANCE 198.89830508 1Q0 4 . 1201-4V o L. , 6 2 ' 3 L. 117 T 22 NO ii.f;!.A1 A 3 209 2 i 4 221 230 237 . ca 45.70' C. A • 215 0 0 6 2 I 96 207 a...is. 7P 204 219 u. 0 4 23:i - 24 tll 206 a 4.5.72_ 4 0 " 217 218 232 ts 233 26 1.4 6 3 or II 2 0 rr 25 6 1 A-I As 0 03 3. ,S! 7 7" 1-. V." •tr , No.1779 5 4 ) (..) N D. / d• 4 4 r; , • N I 4, 0 C y Z A Zy 'Rt. 0 - r. 51...-4' ( R.3y8.1' Ce - fSc:I. • • Olr /24 - Go 5 ALT o.CHG-. 0/ -4 cct - 7o C, fi 6'`Y1 - 7 tie - G as y _ g�� / 33-/ - 554 �� .ss — 33 c 3 - 1 1 sip q 3 35 �� c S /. � . TO: GAF-1 S. Nei -300 P- E. 5ForANIS CouNi y enIG(NeE .s SUBJECT: f.►DGEVnoNT ESTATES t4o.4 - 5TM ADDITION DATE: 3 /2s /TL A - 1- tweed for rev;ew are prin of tine_ street . 3nur cud cLraina3e_ clans - for c:icl3evnovt1/4" ES P!o_ 5'HAaaMioh. Paso in clwdecl are Cot,ces 0 4 the c(.raivc e e4(tvdo-Fit,ns_ NOTE : Curb 'returns at tom Avenue.. and Sullivan Road (fgofosAi_) -wilt be desiyhecl and ConS in future Sullivan Rona R.I•D. Pavement only will be. extended -from ev,a of curbs. S 9 +16.80 to" Avenue to cxistin3 edge of \t yaivevneh-t nn Sullivan (Load. A 1 w i/Y, - ' f9j� 11 .�r ,ca4 l -r te 7 / I /J .Azet. to .�... �1Q 4 .Las,.4 .Q.h . .w+ Own 4 fn.. - 4 .�.✓. ..01. J /lit .tom jisita, $'a4. w L .If/ r"".....A / Mi teead .V' pwn. /. Co . r tkANK `yo,— e impson Engineers, Inc. CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road • Spokane, WA 99212 (509) 926 -1322 • Fax: 926 -1323 eincr/7/A41/241 TO: GAgY iUaset.1, P, E. SPo KANE CouNTy EN) 6rniEg2S SUBJECT: RAD6EMoNIT ESrprrIES Mo, 4— 4m ADDITION : "2O8" DRAInIAGE DATE: MRRc.H 6, 1992 ANFJbtb APKIL 9, 1992 "z0 ArrAcHeD Fog- You& P..0AEVJ IS TH 8" smk, u DRAINAGE PLAfi1 FD f: ftibGE1.wtrr FEIATES N o. 4 - ¢m Ann/ oN 1 AIAIJ w171-1 DESIGnI CALCzJLAnMJS I /' y� ( o(G �lmz..,,>G 6P1 o, 1,. ), MAR n q 1992 mnE U,v, .� rHCC� 1, A - t, 71 NI_ Ybu — t impson Engineers, Inc. CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road • Spokane, WA 99212 (509) 926 -1322 • Fax: 926 -1323 Signed DOUG CH21S7E7JS0/.\ TO: gfiRy k)a -Soi l P.E , P SPoKAN6 Caun1T1 F.NI;IN SUBJECT: i;,., ,3 Espy, -rEs IJo, 4- - ST1 A-Ttrnor4 DATE: Aram— I1 1992-- .4Tr -HET) Fax 4AUR PsVIEVJ key P,CPJTS of The stir -Amp D2tINAGE Putt-LS A COPIES nF bRAUNn6E CALCuc. MJ_ es-vlsef AS P&P. yove. ca,n .+ eurs nnrtl> 4 -2- . I IJUnu (pupa Lo-r PLANS Av-e R{21 C.a tpw1C, petJNit -)6 `/ove. AP pp) ✓RL nF -nM ovERALL I) RAIIJA6E Cat-id-err t 1 4, 0 7kktJK V S impson Engineers, Inc. CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road • Spokane, WA 99212 (509) 926 -1322 • Fax: 926 -1323 Signed bou G C4-t21STeNso+J Spokane County Engineers Project: N. 811 Jefferson 456-3600 Job No.: Spokane, NA 99201 Disc.No.: File Name: TYPICAL SECTION DATA Roadway half width ENTER --> 45 Road Name ENTER - -) Sullivan Left or Right ENTER - -> Curb Type TYPE 8 COUNTY Station Interval ENTER - -> 50 26- Apr -92 08:15 PM MINIMUM MAXIMUM Curb EL. Curb EL. Edge Pave. CENTER X SLOPE EDGE DIST. X SLOPE EDGE DIST FROM (-4.51 ( -21 to butter LINE CENTER- PAVEMENT C/L TO C/L TO PAVEMENT EDGE PVMT.from E/P 4. FROM E/P + SELECT- Design Top Curb STATION ELEVATION LINE ELEVATION E/P EDGE PAVE X SLOPE TO CURB CURB HGT) CURB HGT) ED ELEV X GRADE X Grade 4600.00 28.23 27.90 13.00 -2.54 0.00 32.00 26.91 27.68 27.12 -3.82 4650.00 28.02 -0.42 27.70 11.50 -2.78 -0.40 33.50 26.65 27.45 26.67 -4.42 -0.90 4700.00 28.00 -0.04 27.75 12.00 -2.08 0.10 33.00 26.72 27.51 26.68 -4.62 0.02 4750.00 28.16 0.14 27.85 11.60 -2.67 0.15 33.40 26.80 27.60 27.16 -3.37 0.96 4800.00 28.57 0.82 28.20 11.50 -3.22 0.70 33.50 27.15 27.95 27.63 -2.98 0.94 4850.00 29.09 1.04 28.66 11.60 -3.71 0.92 33.40 27.61 28.41 28.11 -2.93 0.96 4900.00 29.60 1.02 29.28 11.50 -2.78 1.24 33.50 28.23 29.03 28.63 -3.23 1.04 4950.00 30.20 1.20 30.01 11.00 -1.73 1.46 34.00 28.93 29.75 29.50 -2.75 1.74 5000.00 31.31 2.22 31.17 10.60 -1.32 2.32 34.40 30.07 30.90 30.77 -2.39 2.54 5050.00 33.07 3.52 32.65 10.80 -3.89 2.96 34.20 31.56 32.38 32.38 -2.00 3.22 5100.00 35.16 4.18 34.97 11.00 -1.73 4.64 34.00 33.89 34.71 34.04 -4.05 3.32 5150.00 36.87 3.42 36.78 11.00 -0.82 3.62 34.00 35.70 36.52 35.70 -4.51 3.32 5200.00 38.10 2.46 38.01 11.20 -0.80 2.46 33.80 36.94 37.75 37.36 -3.20 3.32 5250.00 39.57 2.94 39.37 11.20 -1.79 2.72 33.80 38.30 39.11 38.97 -2.43 3.22 5300.00 40.84 2.54 40.57 11.00 -2.45 2.40 34.00 39.49 40.31 40.28 -2.08 2.62 5350.00 41.96 2.24 41.82 10.70 -1.31 2.50 34.30 40.73 41.55 41.47 -2.24 2.38 5400.00 42.97 2.02 42.82 10.80 -1.39 2.00 34.20 41.73 42.55 42.21 -3.04 1.48 5450.00 43.79 1.64 43.68 10.80 -1.02 1.72 34.20 42.59 43.41 42.88 -3.62 1.34 5500.00 44.32 1.06 44.10 11.50 -1.91 0.84 33.50 43.05 43.85 43.55 -2.92 1.34 5549.18 44.46 0.28 44.45 12.00 -0.08 0.71 33.00 43.42 44.21 44.16 -2.14 1.24 5600.00 44.44 -0.04 44.48 11.50 0.35 0.06 33.50 43.43 44.23 44.32 -1.70 0.31 5650.00 44.29 -0.30 44.31 11.50 0.17 -0.34 33.50 43.26 44.06 44.04 -2.05 -0.56 5700.00 44.19 -0.20 44.10 11.20 -0.80 -0.42 33.80 43.03 43.84 43.69 -2.46 -0.70 5750.00 43.83 -0.72 43.64 11.00 -1.73 -0.92 34.00 42.56 43.38 43.34 -2.11 -0.70 5800.00 43.52 -0.62 43.35 11.40 -1.49 -0.58 33.60 42.29 43.09 42.99 -2.32 -0.70 5849.18 43.41 -0.22 43.48 11.50 0.61 0.26 33.50 42.43 43.23 42.62 -3.89 -0.75 5900.00 43.52 0.22 43.42 11.50 -0.87 -0.12 33.50 42.37 43.17 42.52 -4.02 -0.20 5950.00 43.73 0.42 43.53 11.50 -1.74 0.22 33.50 42.48 43.28 42.84 -3.36 0.64 6000.00 44.08 0.70 43.86 11.80 -1.86 0.66 33.20 42.82 43.61 43.38 -2.73 1.08 6050.00 44.61 1.06 44.42 10.70 -1.78 1.12 34.30 43.33 44.15 43.92 -2.70 1.08 6100.00 45.32 1.42 45.05 10.50 -2.57 1.26 34.50 43.95 44.78 44.46 -2.95 1.0B 6150.00 46.22 1.80 45.96 10.30 -2.52 1.82 34.70 44.85 45.68 45.00 -4.05 1.08 ' ' it: 11111INUNIt- NAXIKUN -.' . 'Curb EL'. Curb EL. CENTER , 2 SLOPE EDGE . ' „DIST:. 2 SLOPE : 1.-1.52..: (-2i' : . LINE . : .CENTER : PAyEhEill : G2L, TO c/,:ro.:;;:,i)tiypisittefro0;111t.fro,:E/P:l ?110 N ,E/P 4 NiAliON ELEVATION LINE, .. -ELEVATION E/P - . EDGE l'AVIi.:(2iSLOPC.10 CUIB .GUI45.1iNt) . CURB 5GT) : - ,it-; ::, ,., SILEGI ED ELEY .21.12 • • Edit Pave to Gutter eigt ; 2 GRADE: t-t-3,82 : . ' • topGurh 1 Grode. - ;4 4- ,,,s. .• .4.: .- i .P ?e" !-4--ey.4 1:31-1 " ti .. e. .< 160u.tio 28,23.,- :,... ,.. „ ..27,90 :13.00 ri .-2.54 0.00,2.00 -..... •26.91 :.' 4r. 4V740 '402 Q4) 1 70 1150 - 2 7 8 ' '0 40'''''"33 50 26 115 2745 '6 2 4796.00 28,00 - -0.04 .27.75 :12.00- 4'. 4 :-2,08,•::H 0,10:.-4":';:::33,00.4 ... , 27,51 i ,26,58 : ' - ;44,g2 ,- 0,01 40.96 r• 7.. ' i750.00 28.15 - 0.14 47,35 , 11.60 U .- 0,67 -4 : 44 0.15i : *;;; 4. 33.40: - :'4;1 ,4 25.80.. 4 t 4 : - 17.60 . 27.18 ": -3.31 1800.00 28.51 '-E 0,82 •.• 28,2D :11,50: - i'.. - -3.22 li.ii': *4:21.15 ::•r 27.95 21.53 -.. .11 : -2.93 4: 0.91 0,96 .4":4 ,- -7.536 € • ." 28.88:' 1050.60 29.09 ' 4,04 :-. 28.66' /11.00". - -3.71 4 33,4Q :t2751 : : 28,11 1)60.00 29.80 : 1.02 29,28 11,50" • ' -2.78 t 33•.50::':::. 28.2F:' • :" 29.03 -28.63 ' ' -3,23 " 1.04 1550.00 30.20 r' 1.20 '30.01 4 11.00 '' - t 29,75 4 29.50 • -2.75 - 1.71 So00.00 31.31 2.22 31.17 :10.60 - : ''-1.82 4 231 31 ;10;a '''-" 30,90 *30.71 ''32.38 "-2.39 -2.00 ' 2.51 ' 3.22 ' - .30.86 ' 3 * 5050.01 33.07 3.52 32,55 08080 '-' • -3.89, 34.20N 5100.00 35.16 .4.18 " -11,00 -1.73; 4s,'P ' -44 34.71 '34.01 - 35.70 :37,36 -1.05 -; -4.51 ' - 3,20 3.32 t: '3.32 . 3,32 ' '31-i45 ; 36.26' ' .."3 5156.00 35.87 3.12 ' 36.18 :•11.00' t :4' -0,82 34.00 H: ; 35.52 5:00.00 30,10 - - 2.16 '4.38,01 - 11.20 "•" 33,80:J."5.. ' ' '37.75 5253.03 39.57 2.94 ' .73 0 , 44 2,30 39.37 : 11.20- .r:-1,79,"::.',2,721:;1 33;85 - 39.11 ' 38,97 ;10248 ' -2,17 -209 - 3 ,22 2.52 -0 ° :Dc . : 5300.00 10,84 : 2.54 ; 40.57 . 11,00 ' :: '7 •.39.19 - 1.. 4 40,31 :11.81 10.70.. 1.1 li 30 73 ' 41 55 5350.00 41.96 - 2,24 ' 11,17 ' 12.21 42.88 -2.24 ; -3.04 • -3.62 0,38 1.48 1.31 ' :44-‘•.r, . '• 42.42- ; . 43.2.1 ',400.00 42.97 2,02 12482' . 10,80 1 ' 7 ' - 1.39.''.1." ) ;4";2.00 : 3420.''','1 . 1.13 ; / . 12.55 5450.60 41.19 1.64 . 13.68 ... -10,80 4.-1.02.;;;:-1,124:141 31.20; '. "- 43.41 L500.00 11,32 . 1.06 • 14,10 ' 11.50..7". -1.911 ..;;;;; 0.80 - .".ili 33,50 1 A1.05 .... 13.85 13.55 „ -2.92 . 1.34 • '43.14 5545.18 11.46 0.28 11,45 12.00 - ..-0.08 T;•:-.i:33.00 . i... -... -41.21 11.16 -2.14 1.24 5600.00 44.44. -0.01 14,48 .: 11.50 -. 0.15. '::. 13.13 .;.•41.23 :14,32 41.04 • , -1,10 .. -2.05 . . 0.31 -0.56 - 44.27 . 4 41.4.06 ". 43.19 5650.10 41.29 -0.30 . 44.31 .I1.50 ,. 4 .0.17 '4O4:1r0,34 ii;;.33.50 C;•.:11,25.• 4 :' •41,06 5700.00 44.19 1.20 -. 14,10 - 11.20 :0,80:::,.. •i' - .:4 43,34 13.69 -.-2.16 -0,70 5750.00 13.53 -0.72 13.64 11.80 • 'o',,-1.73 iri :,!t.,-4.- 12,56 -.;.-.. 43,38 13,34 . -2.11 : -0,70 • : •31 5800.00 43.52 - -0.62 4-.; 13.35 :411,40 '; '1;49 '4,.y0,511 ..)....';;33.60; - -: 13.09 42,99 -2.32 -MO 43.D4y '9uu .' ul 13.52 0.22 0 26 50 13 .' 13 23 . 43,12 - 11.50 ' -0,87 .444-0,822 43.17 '12 62' " -3.89 - 4 -4.02 ' -0.75 ; -0.:0 " ". 43.00'1 12,52 : ; - 42017.'4" 5550.00 1343. 0.4: ' 13,53' ; 11.50 • : ';-1.74:0;22",;' 3350 1 ...AV18 . 43.28 42.84 .'13.38' • -3,16 . -2.13 ; 0,54 1.08 :„. 43.■2 -- -;-- 4' i.3.53 ''• ' 44..01 11 5000,30 44,08 :', 0,10 .4.;43,86, 11.80 - -1,86.-0;66 •;:iri 33,241, 13,61 6050.00 445110o 44,12 10.10 1,_ ' -1,1V:4;44:1;12 • 11 41.33 ' '''' .. 1415 4 13,92 11.46 -2,10 -2.95 ' 1.08 6100.00 ' 45 '''-'' 1.42'' 15.05 - l0.50. -% -2.57 1:1 1 '',' 44.18 -'. :•-44.66' ,-, .'-')45.1-tr, 6150.00 16.22 ' - 1 15.96 - 10.30 1: 4 .'2.52:: . ' 45.00 , . -•-4.05 . 1:08 ' • - • - '• ' ' . .•" •_ PA 1 t+. ,I...... I. o‘t• P.:, . , • a. .. .... ..... ..... . ... ... 90i Arg3nto Rod 926-1322 -- -. - ' ' Sial-sdn Enjineerdi the. - ' ' . r .' ' , '.. Job•No.:` 4. ..:4 1600 :•§r 4 " Project: '.-11,E.' o.4 - 5th AV,1 : dIp.d'ianc:, WA 99212. 4 ' • - ' ' 41": DisC;Noi File Haile: ' 12600 - : ' .4? : '., '" . • •-:: : :1' :: . •.;.;....,. 77PiCAL SECTION DATA ' ' : - - r r. ' ' -- - ... 7 .l. - . ),:: 'tl1r,i'l :' '. ,:::;1. ;cf.!, , . lidajway halt width l . l ENTER--) t ; 4- 15 - -- `T:::;' : :: . :' :'''..-''..; 7'": ' ' ! ' "- -. ' : ' "Yi .11:51 AX 9 Niat ' . . •:":- 2 :: ENTE1--) 011111114a rood , '"' ..• 45 :;:'" Left Ot Right :, ...; ,...' .E1IER--2 right ' 3. T . , .:... Curb type . '' TYPE a C -, ;• rH,i =y. ;: ,,::: ilatioa Interval • ENTER--) •.• ; 50 S[r,psen Engineers, Inc. / y Project: R.8. No.4 - 5th Add. N 909 Argonne Road 926 -1322 S ilk _ �O �o�, IN " Job No,: 12600 Spokane, '1A 99212 70 / = 0 _ C -h Dise.Na.: h File Naze: 12600 7 A TYPICAL SECTION DATA b e -a-11 _ 4�Sr + O s _ , 413 Apr -92 Roadway half width ENTER--) 45 ✓ [1:54 AM Road Name ENTER--) sullivan road Left or Right ENTER - -> right Curb Type TYPE D COUNTY Station Interval ENTER --> 50 s b tits. CE NT R % SLOPE. EDGE D[ST, k SLOPE EDGE DIST FROM ( -4.5% W Y�� L1 E CENTER- PAVEHEt1T C/L TO C/L TO PAVENENT EDGE PVNT fron E/P STATION ELEVATION LINE ELEVATION E/P EDGE PAVE %SLOPE TO CURB CURB BM 4 28.66 600,00 28.23 -2.54 0.00 32.00 26.91 4660.00 23.02 l 0.42 27.70 11,50 2'.78 0.40 33.50 26,65 4700,00 28.00 ✓/ 0.04 27.75 12,00 / 2.08 0.10 33,00 26.72 4750.00 18.16 J / 0.14 17,85 11.60 ✓ 2,67 0,15 33,40 26.80 4800.00 28,57 / 0,82 28.20 v/11,50 3.22 0,70 33,50 27,15 350.00 29.09 ✓ 1.04 27.90 ✓ 13.00 ✓ 11.60 33.40 -3.71 78 1 33,50 27 28 , 23 61 4900,00 29.60 1.02 29.28 11.50 -2.. 4550,00 30.20 1.20 30.01 11.00 1.73 1.46 34.00 28.93 5000.00 31.31 2,22 31.17 10.60 1.32 2.32 34.40 30.07 5050.00 33.07 3.52 32.65 10.80 -3.89 2.96 . 34.20 31.56 5100.00 35.16 4.13 34,97 11.00 1.73 4.64 34.00 33.89 5150.00 36.87 3.42 36.78 11.00 -0.82 3.62 34.00 35.70 5200.00 38.10 2.46 38:01 11.20 -0.80 2.46 23.80 36.94 5250.00 39.57 2.94 39.37 11,20 -1.79 2.72 33.80 38.30 6300.00 40.84 2.54 40,57 11,00 2.45 2.40 34.00 39.49 5350.00 41.96 2.24 41,82 10,70 -1.31 2.50 34.30 40.73 5400.00 42,97 2.02 42,62 0,80 39 1.00 34.20 41.73 5450.00 43.79 1.64 43.68 10.80 -1,02 1. 72 34.20 . .42.59 5500.00 44.32 1,06 44,10 11.50 91 0.84 33.50 43.05 5549.12 44.46 0.23 44.45 12,00 008 0.71 33.00 43.42 5600,00 44.44 x.04 4B ` 0 0,35 0,06 33.50 43.43 _ 0,1 5650.00 44.29 -0.30 44731 11.50 ✓ 7 04 33.50 43,26 5700'.00 44.19 -0.20 44.10 11.20 -0.80 -0.4 33.80 43.03 5750.00 43.83 -0.72 43.64. 11.00 -1.13 -0.92 34.00 42,56 5300,00 43.52 -0.62 43.35 11.40 -1,49 -0.58 33.60 42.29 5849.11 43,41 -0.22 43.48 - 11.50 0,61 0.26 33.50 42.43 5900.00 43.52 0,22 43.42 11.50 -0.87 -0.12 33.50 42.37 5950.00 43.73 0.42 43.53 11.50 -1.74 0.22 33.50 42.48 6000,00- 44.08 0.70 43.86 11.80 86 0.66 33.20 42.82 6050,00 44,61 1.06 44,42 10.70 -1.78 1.12 31.30 43.33 6100.0'0 45,32 1.42 45.05 0,50 -2.57 1. 2G 34,50 43.95 6160.00 46.22 80 45.96 10.30 2,52 82 34.70 ' 44.85 MINIMUM Curb EL. MA %[NUM Curb EL. ( -2% FROM E/P 4 CURB 807) 27,68 27.45 27,51 27.60 27.95 28.41 29.03 29.75 30.90 32.38 34.71 36.52 37.75 39.11 40.31 41.55 42,55 43.41 43.85 44.21 44.23 44.06 43.84 43.38 43.09 4 43.17 43.28 43.61 44.15 44,78 45.68 SELECT- ED ELEV 27.12 26.67 26.68 27.16. 27.63 28.11 28.63 29.50 30.77 32.38 34.04 35.70 37.36 33.97 40.28 41.47 42,21 42.88 43.55 44.16 44.32 44.04 43.69 43.34 42.99 42.62 42.52 42.84 43.38 43.92 44.46 45.00 Edge Pave, to Gutter Design GRADE -33,62 -4.42 -4.62 - 3.37 -2.98 -2.93 -3.23 -2.75 - 2.39 -2.00 -4.05 -4.51 -3.20 -2,43 -2.08 -2,24 -3.04 -3.62 - 2.92 -2.14 -1.70 - 2.05 -7.46 -2.11 - 2.32 -3.89 - 4.02 -3.36 - 2.73 -2.70 -2.95 -4.05 Top Curb % Grade -0.90 0.02 0.96 0.94 0.96 1.04 '1,74 2.54 3.22 3.32 3.32 3.32 3.22 2.62 2.38 1.48 1,34 1.34 1.24 0.31 - 0.56 -0.70 -0.70 -0.70 -0.75 -0.20 0.64 1.08 1.08 1.0'8 1.08 PATH 6 ' PATHWAY 15' Y. DRAINAGE. LANDSCAPE z 1 VKerallsc --- NOTE: PATHWAY SYSTEM CAN MEANDER AND SHALL BE OPEN TO THE PUBUC W — 5 R4' 12' 2% MIN !05 .44* 7' 7' 12' 2% MIN 35 SURFACING DEPTH TO BE DETERMINED BASED ON TRAFFIC AND SOILS MIN. 4' A.C.P. 14' '1 15' PATHWAY, DRAINAGE. LANDSCAPE 6' PATHWAY R/W '•* x. vv vim' i... __._J, RAJ J 4- DRAWN BY: RIE Y. DESIGNED BY. CHECKED BY: DATE 1 SCALE BORIZONTAlc NONE VERTICAL NONE OFFICE OF 'APPROVED: 'SPOKANE COUNTY ENGINEER 14. 811 JEFFERSON ST. ( APPROVED: SPOKANE . WA. 99260 458 -3800 DATE DEVELOPER COUNTY ENGINEER i SODA. ROAD GEIGER BLVD. — TERRACE PARK DRIVE TYPICAL SECTION SHEET OF H %GTIO. '.,.,�$r 3 .�y" ) ) ./ ' Cyy 31) y ; 2 '44 471 ? i !lr J , Y •B,s G I 1- . '.Cwt ,_ .11 Yp s i 1 • - rat", " -0- .1 9A I9 L t/ / '1 a Y 'zo .. __% c_ ' I 69 • Vy ya i , y N 7 763 , ith 9C AEI P / /1r .44:..'7 t 3: , s ° C/acemcwr7 " - 6 -9z ...' :' - v iwTi rt. P .• ._ . 7 ". 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X91 29. 30 0_ 316 I2- 1174 .± .J15 12 ° .. it 11 109 ID 6 _29 28 71 285 28 28 54 ROAD (GRACE HARVEST) : I RI GHT (eAST) SIDE PG. 2- OF 2 ASP HALT- CU RRENT TOTA CURB- FUTURE DI5T. NCw p�� D15T , »j *g4 EP GRADE WID r l -1>LFB anon.. :EC~ o E ! 4UT. T. c. smog 3 1 '74 0± 020 -, 0 29_ 020 -, 030 7.040 -, 043 -,051 -, 020. - ,.414... 01 7, -050 28 52 211 27 s2 27 -- 2.1 2± Ili 28 - 28 SIN ASPHN -T 0 gvG O 0 PIYG 27 19 EVC 0 0 + 36° 3G 3G 9 3G 3G° 3G° 36?- 36 36 ° _ 3G 2 35± 33 2- ..3 2b9 .. 21? EX. 45 0 4.5-_ 4-5. 45 .45° 45 °.. 4S- 0 45.a 4-5 4.5. 4G ° 4.5_ °. 45 °_ 4 -.5 .A5 46 - 45 2 0 45_- .4 °.. 45 °_ 45.° o 45 °. 45° 4'S.' 2.14.. zna 20? 19. 20; 19 21 2-38 1 29.°. 3.1 ? 33? 34- 025 - ,029 -, 033 -, - 045 - 0 .4.2- -, 035 -.0 7 011 -, 02'1 27 : 1.'.IN9 {:Innt'.nly. e.� zo 30 28 _. . es 27 ° 26 56 03 30 30 31 D = .vc v -o 0 0 0 STATION CENTER LINE ELEVATION % SLOPE CENTER- LINE EDGE PAVEMENT ELEVATION DIST. C/L TO E/P % SLOPE C/L TO EDGE PAVE EDGE PAVEMENT % SLOPE DIST FROM EDGE PVMT TO CURB MINIMUM Curb EL. ( -4.5% from E/P + CURB HGT) MAXIMUM Curb EL. ( -2% FROM E/P + CURB HGT) SELF ED EL T- Edge Pay . to Gutter Design % GRAD Top C % Gra rb e 4000.00 32.43 32.31 9.70 -1.24 0.00 17.14 31.99 32.38 32.45 -1.57 4050.00 32.47 0.08 32.30 9.30 -1.83 -0.02 20.25 31.84 32.31 32.20 -2.59 -0.50 4100.00 32.43 -0.08 32.26 9.50 -1.79 -0.08 22.76 31.69 32.22 31.95 -3.27 -0.50 4150.00 32.30 -0.17 32.14 9.50 -1.68 -0.16 25.47 31.45 32.05 31.70 -3.44 -0.50 4200.00 32.08 -0.44 31.83 10.00 -2.50 -0.62 27.68 31.04 31.69 31.45 -2.92 -0.50 4250.00 31.61 -0.94 31.49 11.30 -1.06 -0.68 29.09 30.63 31.32 31.20 -2,45 -0.50 Spokane County Engineers N. 811 Jefferson 456 -3600 Spokane, WA 99201 TYPICAL SECTION DATA Roadway half width Road Name Left or Right Curb Type Station Interval ENTER - -> ENTER - -> e .n ! ci 24A ENTER - -> TYPE B COUNTY ENTER - -> 25 Project: Job No.: Disc,No.: File Name: 26- Sep -91 10:43 AM STATION CENTER LINE ELEVATION %SLOPE CENTER- LINE EDGE PAVEMENT ELEVATION DIST. C/L TO E/P %SLOPE C/L TO EDGE PAVE EDGE PAVEMEN % SLOPE DIST FROM EDGE PVMT TO CURB MINIMUM Curb EL. ( -4.5% from E/P + CURB HGT) MAXIMUM Curb EL. ( -2% FROM E/P + CURB HGT) SELECT- ED ELEV Edge Pave. to Gutter Design %GRADE Top Curb % Grade 4400.00 30.04 ERR 29.36 19.70 -3.45 ERR 25.30 28.67 29.27 29.25 -2.08 ERR 4450.00 29.55 -0.98 29.24 12.70 -2.44 -0.24 32.30 28.24 29.01 28.80 -2.68 -0.90 4500.00 29.10 -0.90 28.76 12.70 -2.68 -0.96 32.30 27.76 28.53 28.35 -2.58 -0.90 4550.00 28.90 -0.40 28.51 12.70 -3.07 -0.50 32.30 27.51 28.28 27.90 -3.23 -0.90 4600.00 28.57 -0.66 28.24 13.00 -2.54 -0.54 32.00 27.25 28.01 27.45 -3.85 -0.90 4650.00 28.36 -0.42 28.04 11.50 -2.78 -0.40 33.50 26.99 27.79 27.06 -4.27 -0.78 4700.00 28.34 -0.04 28.09 12.00 -2.08 0.10 33.00 27.06 27.85 27.09 -4.40 0.06 4750.00 28.50 0.32 28.19 11.60 -2.67 0.20 33.40 27.14 27.94 27.53 -3.28 0.88 4800.00 28.91 0.82 28.54 11.50 -3.22 0.70 33.50 27.49 28.29 28.03 -2.80 1.00 4850.00 29.43 1.04 29.00 11.60 -3.71 0.92 33.40 27.95 28.75 28.53 -2.68 1.00 4900.00 29.91 0.96 29.63 11.40 -2.46 1.26 33.60 28.57 29.37 29.03 -3.07 1.00 4950.00 30.53 1.24 30.32 10.90 -1.93 1.38 34.10 29.24 30.05 29.88 -2.53 1,70 5000.00 31.64 2.22 31.49 10.60 -1.42 2.34 34.40 30.39 31.22 31.08 -2.42 2.40 Road Name Left or Right Curb Type Station Interval ENTER - -> e sullivan n of 24th ENTER - -> TYPE B COUNTY ENTER - -> 25 713/4 Adc e Mketwit 21-^ )1\4 r F lQ 50 GRAPHIC SCALE 100 ( IN FEET ) 1 inch - 50 ft. 'j'OTAL wEW (v04 �� 0.120 --a 22.81' 2.12' _I 4,92 1 1 L X6 BO W : assuIna � = e� �c 6'J1 Go 7% S - ' d$ /2 ' /ofc S = / /onP /2 Cu 44 n/4 A/ VJ 44- l fe- 90 1 /55 �' TYPE OF TAPER UPSTREAM TAPERS Merging Taper Shifting Taper Shoulder Taper Two -way Traffic Taper DOWNSTREAM TAPERS (Use is optional) FORMUI AS FOR L SPPFFD I IMIT EQRMUTA 40 MPH or Less 45 MPH or Greater L= Ja r TAPER LENGTH L Minimum 1/2 L Minimum 1/3 L Minimum 100 feet Maximum 100 feet Minimum L = ''WxSxS '60 L= Wx S L = Taper Length in feet W = Width of offset in feet S = Posted speed or off -peak 85 percentile speed in MPH - Vg ,4s • u 4-4 flF k RE tr i P i n - SEP 22 3 46 PH '85 w:CL; I4 E. Dr,Na;!UE ,Spot' HE i:c.li hi T ii:YOCSfil SAMPSON The Grantor(s) Henry Lloyd Phillips, as Executor of thr estate of Elizabeth Phillips, deceased and Phillips Development, Inc. of the County of Spokane, State of Washington, for and in consideration of Mutual Benefits, the receipt of which is hereby acknowledged, grants to Spokane County, a political subdivision of the State of Washington, an Easement over, under, upon and across the hereinafter described lands situated in the County of Spokane, State of Washington: A Utility Easement over that portion of Section 32, T 2 ;J, R 44 EWA described as follows: Begin at the Si corner of Lot 5 Block 2 PONDEROSA FIFTH ADDITION, as recorded in Volume 16 of Plats, page 21; thence N 27'24'23 "W, along the Westerly line of said Lot 5, a distance of 70.97 feet; thence S 60'47 "8 a distance of 130.00 feet to the True Point of Beginning; thence continuing S 60 °47'04 "W a distance of 59.14 feet to a point radial to a curve concave to the Southwest with a radius of 623.46 feet and a radial bearing of N 60' 47'04 "E; thence Southeasterly, through a central angle of 2 °50'56 ", an arc distance of 32.45 feet to the beginning of a compound curve concave to the West with a radius of 15.00 feat and 3 radial bearing of N 63 ° 46 1 00 "E;. thence Southerly, through a central angle of 54 °23'41 ", an arc distance of 14.24 feet to the begin- ning of a reverse curve concave to the Northeast with a radius of 50.00 feet and a radial bearing of N 61 °50'19 °4; thence South -. erly, through 3 central angle of 99 °26'24 ", an arc distance of 86.78 feet; thence S 71 °59'02 "W 115.00, feet; thence N 01 °07'17 "E 185.00 feet; thence s 86 °20'26 "E 105.00 feet to the True P.O.B. DRAINAGE EASEMENTS, as shown hereinabove are for the purpose of installing, operating and maintaining drainage swales and drainage facilities to dispose of runoff, are hereby granted. The County of Spokane is hereby granted the right of ingress and egress to all drainage easements adjacent to the.public right of way. The property owner shall maintain the drainage ewale with a permanent live] cover of dryland type grasses acceptable to the Spokane;•County Engineers; with optional shrubbery and /or trees,. which do not obstruct :.the" "`,flow: :and perdolafion :.storm drainage water in the drainage'swale as indicated`by'the approved plans. The Grantor(s) hereby releases Spokane County, and all its officers, employees, and agents from any responsibility or._ liability rfor any .damage whatsoever including inverse condemnation by or to any and all persons or property arising out of or in any way incident to or attributable to the storm drainage within said Easement. The Easement described hereinabove is to ,and .shall run with the land. No modification of the boundaries of. said Easement can be made without the prior approval of Spokane County. IN WITNESS WHREOF, I have. hereunto set my hand(s) and seal(s) this day of �; 1989. On this day personally appeared before me Henry Lloyd Phillips, •personell}!'lcnown .to me to be the individual(s) who' executed the forgoing instrument ' alid:\ackiio*±edged the said instrument to be the free and voluntary act and deed of 'said individual(s), for the uses and purposes therein mentioned. Given under my hand and seal this /9 day of 1. 7` ,' 1989. STATE OF WASHINGTON COUNTY OF SPOKANE R. E. Excise .1X Exempt cQ� 19c7 Spokane County Treas. SS 8909220295 SPOKANE COUNTY ENGINEERING DEPARTMENT Spokane County, Washington STORM DRAINAGE EASEMENT vol.. 1U u" FuiE 148 ;3 deer of 247` 7 727 Add / Phill s, as Executor of,,,, ,4 ... , Henry Llo the es � e of Elizabeth Phillips, 'dgcgased''-. .Nb ary Public ,• In and for the State of Washington, residing at Spokane, Washington. Sls BERM i• NT ament Bod. R /w * From south property line Lot 1 , Block 1 to north and of "Z08 dranage. pond . - CENTERLINE DITCH IO ° - VARIES I 7- TOP BERM 1 EXISTING GROUND LOP VA RIE S ()Pond and swale.to be seeded with' dryland type grass (using a mix of 2 /3 Sheep fescue and V3 Reube.n Canada, Blue grass by height). Z) The azrass' Percola3i6n (pond) 15 .to have 3 living and vigorous grass plant's per square foot, at the end of one growing Senaon to be considered compie{e: PoNiO ,- ORYWE.LL 208 POND SECTION DETAIL (0 \ 2S= EXISTING GROUND DRAINAGE DITCH SECTION (LOOKING NORTH) NO SCALE DRAINAGE SWALE SECTION NO SCALE NO SCALE: 25- Pc/97 713 VARIES POND BOTTOM R/w April 1, 1992 Mr. Steve Horobiowski Planning Department Spokane County North 721 Jefferson Spokane, WA 99201 Dear Steve: It is our understanding that the Planning Department has requested a revision to the original preliminary plat. The revision would realign the lot configuration of our property on our south property line by having our lots solely on our property. Also, it is our understanding that Pioneer Street, when it is developed, would provide us ingress and egress to our property. Based on the south property line with lots realigned and access of Pioneer Street for ingress and egress, we are in agreement with the revised map (attached Exhibit A). Sincerely, UPPER Ce UMBIA CORPORATION OF S ,NTH DAY ADVENTISTS April 1, 1992 Mr. Steve Horobiowski Planning Department Spokane County North 721 Jefferson Spokane, WA 99201 Dear Steve: It is our understanding that the Planning Department has requested a revision to the original preliminary plat. The revision would realign the lot configuration of our property on our north property line by having our lots solely on our property. Based on the north property line with lots realigned, we are in agreement with the revised map (attached Exhibit A). Sincerely, W � . Vices�c�ewfi SPOKANE VALLEY CHURCH �9N THE NAZARENE II 11 1 0 IN 4 5 « Rev \ seN P \cir R S N 1 \, \e\q o E . cynt\y QQS.\. -- 1 � v.�\v P&) S 0 WV' A-NERSHk VI S. k \Oro E thSQ iT ?--SvfNTE z 1 1 I I 1 1 I I � 1 I 1 1 1 I I I 1 1 I I 1 1 I I 1 1 1 1 1 1 I 1 15 \ 14 35 1 19 I • 2 I ' I I 31 I 30 I 29 1 28 i 2 1 26 25 I I 4 3 t : �. 7 I 14 { / 37 36 I 39 1 1 1 3 1 I 1 3 1 -- I I- -- - — 2 1, 29 m II 38 1 7 I- - - -1 l 1 6 \ 1 1 I 5 I 12 5 NAgZAF p E4CH - - - - -, 1 - - - -- k I nn a t t A i ■ ems 4 7' T 1 nlA 11 (7 RIDGEY (ESTATES NO.4 1ST A 2 c: \wpdoc \gary \memo OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON TO: Ken Tupper FROM: Gary Nelson DATE: May 27, 1992 SUBJECT: draft "Easement and Maintenance agreement" Per your request, here is a draft "Easement and Maintenance agreement" for the easement for Grace Harvest Church from their property north to 20th Ave. We need 1) a written legal description of the easement, 2) a map which shows the legal description, and 3) a copy of the parent property deed to prove ownerships. We understand you will prepare the easement and submit it to us together with 1), 2), and 3) above prior to obtaining signatures. This is the same information we need for the draft cul -de -sac easement we previously sent on 5- 21 -92. Please contact us if you have any questions. Prepared For: Order No.: AY- 163710M KEN TUPPER C/O STAR - TUPPER REALTORS E. 12929 SPRAGUE cc: Simpson Engineers TRANSAMERICA TITLE. COMPANY North 720 Argonne Spokane, Washington 99212 PLAT CERTIFICATE Effective Date: March 17, 1992 at 8:00 a.m. (continued) Certificate for Filing Proposed: . RIDGEMONT ESTATES NO. 4 - 5TH ADDITION Charge: Tax: Total: 0 199 y Ettittetiat $125.00 10.00 $135.00 Situate in the County of Spokane, State of Washington. (continued) Order No.: AY- 163710M Page No.: 2 In the matter of the subdivision to be submitted to Spokane County for approval, this company has examined the records of the Spokane County Auditor's and Clerk's offices, and the office of the Clerk of the United States District Court holding terms in said county. This certificate is made for the purpose herein specified, and is not to be used as a basis for closing any transaction. Liability is limited to the amount paid for this certificate. From such examination, the company hereby certifies the title to the following described land, in said Spokane County, to wit: That portion of the Northwest Quarter of Section 25, Township 25 North, Range 44 East, W.M., to be known as RIDGEMONT ESTATES NO. 4 - 5TH ADDITION, described as follows: BEGIN at the Northeast corner of Lot 5 Block 7 of RIDGEMONT ESTATES NO. 4 - 4TH ADDITION; thence South 83 °02'09" West, along Lot 5 Block 7 of RIDGEMONT ESTATES NO 4 - 4TH ADDITION; 112.99 feet; thence South 80 °51'41" West, 233.27 feet; thence North 00 °39'38" East, 137.71 feet to the beginning of a curve concave to the Southeast with a radius of 20.00 feet; thence along a central. angle of 71 °28'23 "; • thence Northeasterly, along the arc, 24.95 feet to the beginning of a non tangent curve concave to the Northwest with a radius of 485.00 feet; a radial bearing of South 17°51'59" East, and a central angle of 34 °21'23 "; thence Westerly, along the arc, 166.53 feet; thence North 89 °20'22" West, 448.35 feet to the beginning of a curve concave to the Southeast with a radius of 20.00 feet; and a central angle of 90 °00'00 "; thence Southerly along the arc 31.42 feet; thence North 89 °20'22" West, 30.00 feet to the East right of way line of Sullivan Road; thence North 00 °39'38" East, along the East right of way line of said road, 100.00 feet; thence South 89 °20'22" East, 30.00 feet to the beginning of a curve concave to the Northeast with a radius of 20.00 feet, and a central angle of 90 °00'00 "; thence Easterly along the arc 31.42 feet; thence South 89 °20'22" East, 448.35 feet to the beginning of a curve concave to the Northwest with a "radius of 485-00. feet and a central angle.of 34 °21'23 "; thence along the arc 74 15 feet to the beginning of a curve concave to the Northeast with a radius of 20.00 feet a radial bearing of South 05 °16'38" East, and a central angle of 95 °56'16 "; thence Northerly along the arc 33.49 feet; thence North 00 °39'38" East, 547.67; thence South 89 °20'22" East, 318.44. feet; thence South 67 °52'01" East, 63.82; thence North 71. °15'24" East, 125.00; thence South 26°13'11". East, 84.57 feet; thence South 33 °41'45" East, 187.21 feet; thence South 56 °18'15" West, 313.78 feet; thence South 33 °08'10" East, 136.33 feet; thence South 12 °22'15" East, 68.45 feet; thence South 02 °45'20" West, 136.49 feet to the point of beginning; VESTED IN: ALFONS B. RENZ and HILDA E. RENZ, husband and wife, as to that portion lying within the Southwest Quarter of the Northwest Quarter; and in ALFONS B. RENZ and HILDA E. RENZ, husband and wife and their assigns, as shown under Real Estate Contract recorded January 28, 1982 under Recording No. 8201280204, shown'as Paragraph No. 4 herein, as to the remainder. EXCEPTIONS: 1. Taxes and assessments, if any, no search having been made thereof, as to Parcel No. 45252.9062. (Covers property herein described and other property) 2. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: AND: DATED: RECORDED: RECORDING NO.: REGARDING: AREA AFFECTED: 3. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: AND: DATED: RECORDED: RECORDING NO.: REGARDING: (continued) Order No.: AY- 163710M Page No.: 3 Alfons B. Renz and Hilda E. Renz, Indemnitors Spokane County, Indemnitee December 10, 1975 December 12, 1975 7512120290 To indemnify and release the indemnitee from all actions attributable to the indemnitee locating, establishing, constructing, operating, maintaining and all matters incidental thereto, the drainage control system in conjunction with Ridgemont Estates. NW1 /4 of Sec. 25, lying NWly of Ridgemont Estates. Spokane County, a political subdivision Sullivan South Enterprises, a Washington general partnership September 15, 1988 September 21, 1988 8809210088 Spokane County Sewerage Agreement GRANTEE: PURPOSE: DATED: RECORDED: RECORDING NO.: SELLER: PURCHASER: DATED: RECORDED: RECORDING NO.: AFFECTS: Seller /Assignee 4. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: 5. MEMORANDUM OF CONTRACT OF SALE AND THE TERMS AND CONDITIONS THEREOF: Seller's interest in said Contract has been assigned as follows: a. Seller's interest of Alfons B. Renz and Hilda E. Renz, husband and wife, assigned to: Grantors: Alfons B. Renz and Hilda E. Renz, husband and wife Grantees: Bruce B. Butler, Trustee, Bruce B. Butler, P.S. Profit Sharing Trust James R. Wilharm and Mary Haney, Co- Trustee, Evergreen Wholesale Lumber, Inc., Profit Sharing Brian Jenner, Trustee, Brian Jenner, Inc., Pension Trust James F. O'Connell & Associates, Inc., a Washington corporation (continued) • Order No.: AY- 163710M Page No.: 4 Spokane County, , a political subdivision Allowing natural drainage and /or runoff over and across the above . described lands March 29, 1991 April 4, 1991 9104040040 Alfons B. Renz and Hilda E. Renz, . husband and wife Sullivan South Enterprises, a Washington partnership January 27, 1982 January 28, 1982 8201280204 Portion lying in SW1 /4 of NW1 /4, with other property Undivided interest 09.1050 11.360% 15.905% 09.090% 09.090% Order No. AY- 163710N1 Page No. 5 Fern B. Klaus, a single person 09.090% Tony Higley, a married man dealing in his sole and separate property Douglas Coins, Inc., a Washington corporation 09.090% Ronald P. Douglas and Dennis L. Douglas, Co- Trustees, Douglas Coins, Inc., Profit Sharing Trust Terence R. Whitten and Marjorie P. Whitten, husband and wife Kenneth J. Tupper, Trustee, Tupper, Inc., Profit Sharing Trust (continued) 09.090% 04.545% 04.545% Total 100.000% 09.0900 Seller /Assignee Undivided interest (cont) (cont) By instrument recorded June 3, 1986, under Recording No. 8606030268. b. A portion of Seller's interest was assigned by Ronald P. Douglas and Dennis L. Douglas, Trustees of the Douglas Coins, Inc. Profit Sharing Trust to Richard W. McEachran and Bruce A. McEachran, Co- Trustees of the Robert W. McEachran Life Insurance Trust, dated May 10, 1982 by instrument recorded April 12, 1988, under Recording No. 8804120237. c. A portion of Seller's interest was assigned by Douglas Coins, Inc., to Dennis L. Douglas and Ronald P. Douglas, Trustees of the Dennis L. Douglas, P.S. Profit Sharing Trust by instrument recorded April. 26, 1988 under Recording No. 8804260191. d. A portion of Seller's interest was assigned by Douglas. Coins, Inc., to Dennis L. Douglas and Ronald P. Douglas, Trustees of the Dennis L. Douglas, P.S. Profit Sharing Trust by instrument recorded May 5, 1988, under Recording No. 8805050165. e. A portion of Seller's interest was assigned by James F. O'Connell & Associates, Inc., a Washington corporation, to Douglas Enterprises, Inc., a Washington corporation, by instrument recorded May 6, 1988, under Recording No. 8805060180. f. A portion of Seller's interest was assigned by Douglas Enterprises, Inc., formerly Douglas Coins, Inc. to Delores L. Douglas by instrument recorded June 17, 1988 under Recording No. 8806170313. g. A portion of Seller's interest was assigned by Douglas Enterprises, Inc., formerly Douglas Coins, Inc., to Jack R. Felgenhauer and Gloria E. Felgenhauer, by instrument recorded June 17, 1988, under Recording No. 8806170315. h. A portion of Seller's interest was assigned by Ronald P. Douglas and Dennis L. Douglas, Trustees of the Douglas Coins, Inc. Profit Sharing Trust to Richard W. McEachran and Bruce A. McEachran, Co- Trustees of the Robert W. McEachran Life Insurance Trust, dated May 10, 1982, by instrument recorded September 9, 1988, under Recording No. 8809090164. i. A portion of Seller's interest was assigned by Douglas Enterprises, Inc., a Washington corporation, to Fern B. Klaus, a single woman, by instrument recorded June 14, 1989, under Recording No. 8906140120. sac Order No. AY-163710M Page No'. 6 TRANSAMERICA TITLE INSURANCE COMPANY By Alan Young, Title Officer For Service on this order call: (509) 922 -2222 :5Q et %U .s 'T 2t290 Dr; 12 4 tc PR 1 15 v :;c:a :c 0 ;uso4c11raa ii i- INDEMNITY AGREEMENT -- / ._ :2IY 'd :47- T1ICS INDEMNITY AGREEMENT made and encore d into by and between Alphons B. Rena and Kilda E. Reny, husband and wife, residing at South 2109 Sullivan Road, 'ieradale, Washington 99037, hereinafter referred to as the "Indennitors" and Spokane County, a political subdivisiun of the State of Washington, having offices for the transaction of business at Hest 1116 Broadway, Spokane, Washington 99201, hereinafter referred to as the " "Indemnitce'", Jointly hereinafter referred to along alth the Indemnicorz as tho "Parties ". W I T N E S S E T H: WHEREAS, the Board of County Commissioners of Spokane County .as the care of County property and the management of -County :undo; and WHEREAS, the Board of County Commissioners of Spokane County pursuant to the Revised Cede of Washington, Chapter 5x.17 (Plats—Subdivisions—Dedications) in approving plats may require conditions therein for the.health, safety, and welfare of the public; and' WHEREAS, applicable departments within.Spokane Count have approved a drainage control system in conjunction with Rens subdivision, to be recorded as R?.dgenont Estates, and designated as PE 963 by appropriate County departments; and WHEREAS, for the correct operation of said drainage control system various easements on properties owned by the Irdemnitors hereinabove were obtained; and WHEREAS, in conjunction with easements granted by the Snde^r._cors horeinabove, the parties hereto desire to execute an agreement releasing the indcnnitee from any and all losses • ::. E. E.ci:,a 1 O Exemjl 11111. y • Crint; 6%4"tj Ifi]G4:(•[ ft .250 PACE 1251 to the property, both real and personal, owned by the Indemnitora which may be damaged or injured in anyway as a result of the Indemnitse maintaining any drainage control systems on the Renz Subdivision, to be recorded as Ridgemont Estates, or the Indemnitors' property adjacent thereto; NOW, THEREFORE, in consideration of $1.00 and other good and valuable consideration, receipt of which is hereby acknowledged, it is hereby agreed; f ECTION 1 -- LIABILITY, LOSS Of DAMAGE The Indemnitors undertake to indemnify release the Lriemnitce from any and all actions, demands, coats, expenses, compensation, and all claims of every kind or nature whatsoever Cage to their person.or property (real and personal) including inverse condemnation /arising out of or incident to attributable to the Indemnitee locating, establishing, construct- ing, operating, maintaining, repairing, and all matters :incidental thereto, the drainage control system in conjunction with Renz • Subdivision a /k /a Ridgemont Estates. SECTION 2 -- DESCRIPT_ION OF REAL PROPERTY The real property, including all encumbrances attached and located thereon, which is owned by the Indemnitors, and which is the subject of this indemnity agreement is described as follows: The NW 1/4 of Section 25, T. 25N., R.44 E.W.M. • E: <CEPT any land lying Southeasterly of the Nortnwesterly lire of Ridgemont Estates. — � rot et SECTION 3 -- RUH WITH THE LAND This indemnity agreement shall run with the land herein above described, and shall be binding on and shall inure to the benefit of the parties hereto, their heirs, successors, or assign:. .Filed for Record at the Request o£: ANN IS, SHINE, NcKAY, ,...I :•l:.F_=R & REItN, P.S. '•:ac:- .ington Trust Financial Center S -oks e, Washington 99204 Attention: Edward F. Wroe NOTICE IS HEREBY LIVEN that as of the . .)._1_ day of ..-. .-,_ , 1982, ALFOHS B. KE;tZ And HILDA E. RENZ, husband and wife, es "Seller ", and SULLIVAN SOUTH ENTERPRISES, a Washington partnership, as "Purchaser ", have entered into a Rea_ Estate Contract, pursuant to which the Seller has agreed to sell and transfer to the Purchaser and the Purchaser S:.•.'s agreed to buy from the Seller, upon . the terms 'ccr.dititns stated therein, that certain real property consisting of approximately 88 acres located between 16th and 24th friena ^_s, east of Sullivan Road, Spokane County, Past * -,_on (the "Property"), which Property is more fully C5 - a, follo•,:s. the ter:is of such Real Estate Contract are incorporated herein by this reference as though fully set forth. DATED this 5, day of January, 1982. SULLIVAN SOUTH ENTERPRISES, a Washington partnership KENNETH J. TUPPER, \\ Managing Paftn�r I� rilLFA E. RENZ i B. RENZ NE'r ;ORANE.0 •1 OF REAL ESTATE CONTRACT h201020 580 ru¢ 059 Parcel 1: The SW1 /4 of the llil1/4 of Section E.W.N., in the County of Spokane, Washington, EXCEPT county road right -of -way. Parcel 2: The NW1 /4 of the NW1 /4 of Section ll. R. 44 E.W.M., in the County of Washington, EXCEPT county road right -of -way. Parcel 3: The North 480.00 feet of the West 726.00 of .".. h CE1 /4 of the NW1 /4 of Section 25, T. 25 N. R. 44 E.W.M., in the County of Spokane, State of Washington, EXCEPT the North 30.00 feet for county road right-of-way. "Seller" 17 ray„ Tr o4 ^...: qim .t„ 1:4V:11, Oa 1.-rs. 7 F ILEA OR RECORDEOI . REQUEST 91 JAN tB 3 4a PH '62 Vito , • ':_: 1', .. Lrfii61 25, T. 25 State of 25, T. 25 State of "Purchase ' � o 4.00 y STATE OF WASHINGTON County of Spokane On this day of January, 1982, before me person- ally appeared 'ONS B. RENZ and HILDA E. RENZ, husband and wife, to me known to be the individuals described in and who executed the foregoing instrument and acknowledged that they 'signed and sealed the same as their own free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN UNDER_MX HAND AND OFFICIAL SEAL the day and year in this cert' fScdte t st above written. \ n om./ ��°-- .'Notary Public in and7ior the State )of Washington, residing at Spokane STATE OF WASHINGTON County of Spokane 15 /EFW:1g /33/G (R1/27/82) :55 :Ss 580 ;Wit 000 On this 27 day of January, 1982, before me personal- ly appeared KENNETH J. TUPPER, to me known the Managing Partner of SULLIVAN SOUTH ENTERPRISES, the partnership described in the foregoing instrument, and acknowledged that he was authorized by said partnership•to execute the same on . behalf of said partnership, as its free and voluntary act and deed, for the uses and purposes therein mentioned.. • GIVEN ,UNDER HAND AND OFFICIAL SEAL the day and year in this certificate xst above written. Notary Public in 9� the State of. Washington, residing/at Spokane DEED (AND 3 Filed for Record at the Request of: LUKINS S ANNIS, P.S. 1600 Washington Trust Financial Center Spokane, Washington 99204 (509) 455-9555 Attn.: Ronald P. Douglas __= t U68 I3v6cS't 820 ra 1767 4,1 AND AND SELLER'S PARTIAL ASSIGNMENT OF REAL ESTATE CONTRACT GRANT OF SECURITY RIGHTS IN SELLER'S RETAINED INTEREST) 8C1 S1 T! _MSAMERIck IAG 13 3 4 as FY'YJ MILLI'.+ F. /UCIK; :UV:AN: CON' T. M4su.; aerc;r THE GRANTORS, ALFONS B. BENZ and HILDA E. BENZ, husband and wife, for value received, hereby convey and warrant to the Grantees described herein, the indicated undivided interests in the following - described real estate situate in the County of Spokane, State of Wash- ington (the "Property "), including any interest therein which the Grantors may hereafter acquire: PARCEL 1: The Southwest Quarter of the Northwest Quarter of Section 25, Township 25 North, Range 44 E.W.M.: EXCEPT 24th Avenue and Sullivan Road; PARCEL 2: The Northwest Quarter of the Northwest Quarter of Section 25, Township 25 North, Range 44 E.W.M.: EXCEPT 16th Avenue and Sullivan, Road; PARCEL 3: The North 480 feet of the West 726 feet of the Northeast Quarter of the Northwest Quarter of Section 25, Township 25 North, Range 44 E.W.M,.; EXCEPT 16th Avenue; All situate in the County of Spokane, State of Washington; and do hereby assign, transfer, and set over to the Grantees the cor- responding undivided interests in that certain Real Estate Contract dated January 27, 1982 (the "Contract "), between the Grantors hereun- der, as "Seller," and SULLIVAN SOUTH ENTERPRISES, a Washington general partnership, as "Purchaser," for the sale and purchase of the above - described Property. The Grantees hereby assume no liability with respect to the Contract other than conveyance of title to the Property to the Purchaser by Quit Claim Deed, upon completion of purchaser's performance thereunder, or upon request for partial fulfillment deeds as allowed therein. Following recordation of this instrument, the undivided interests in the Seller's interest in the Contract and in the Property shall be as follows: Seller /Assignee Undivided Interest Grantors: Alfons 8. Renz and Hilda E. Benz, husband and wife 09.105i Grantees: Bruce B. Butler, Trustee, Bruce B. Butler, P.S., Profit Sharing Trust James R. Wllharm and Mary Haney, Co- Trustees, Evergreen Wholesale Lumber, Inc., Profit Sharing Trust Brian Jenner, Trustee, Brian Jenner, Inc., Pension Trust James F. O'Connell 6 Associates, Inc., a Washington corporation Fern B. Klaus, a single person Tony Higley, a married man dealing in his sole and separate property Douglas Coins, Inc., a Washington corporation Ronald P. Douglas and Dennis L. Douglas, Co- Trustees, Douglas Coins, - Inc., Profit Sharing Trust Terence R. Whitten and Marjorie P. Whitten, husband and wife Kenneth J. Tupper, Trustee, Tupper, Inc. Profit- Sharing Trust 04.545% Total: 100.000% The Grantors hereunder hereby represent and agree as follows: ., c.a , ^.. y wna"T iftlirriverfRoriRr.a 0 CRy 'y°"3OMM!r'M<!'4&Y!!x!Y Off. . 820 P1.Cf .1768 yCl 11.360% 15.905% 09.090% 09.090% 09.0908 09.090% 09.090% 09.0908 04.545% 1. That the unpaid principal balance on the above - described Contract, as of the date hereof, is Three Hundred Sixty -eight Thousand One Hundred Twenty -seven and 16/100 Dollars (5368,127.16), and that interest has been paid through May 10, 1986. In connection with the execution of this instrument, Grantors have been paid by Grantees for interest accrued through the date hereof. Accordingly, all future payments under the Contract shall be allocated by the escrow agent according to the percentage undivided interests set forth above. 2. That the Contract is in full force and effect, that no par- tial fulfillment deeds have been requested or delivered, that all payments, under the Contract are current, and that the Grantors have neither received nor delivered any notice of default under the Con - tract; 3. That Grantors hold all right, title, and interest of the Seller under the Contract, and no portion of such interest has been sold, transferred, pledged, conveyed, or otherwise encumbered; 4. That the Property has been or shall upon recordation of this instrument be released from the lien of the mortgage in favor of Claude A. Morgan and Louolla Morgan, dated November 19, 1977 and f itztatemnve recorded December 6, 1977 under Recording No. 7712060213, records of Spokane County( 5. That the Grantees shall have no liability for payment of any Road Improvement District assessments identified in the Contract and /or in the preliminary commitment for title insurance issued by Transamerica Title Insurance Company in connection with this assignment (Commitment No. KM- 130681), or which may he levied in the future. In that regard, Grantors agree that any special account or arrangement maintained for the payment of any such assessments under the Contract shall be funded only from Grantors' retained share of the Contract proceeds and, to the extent necessary, from other funds provided by Grantors upon request of the escrow agent. Additionally, Grantors hereby grant to Grantees a security interest in Grantors' retained undivided interest in the Contract and the Property, for purposes of securing Grantors' obligation to pay such assessments and to perform all other obligations of Seller under the Contract. Upon Grantors' failure to pay any such assessment or to perform any such obligation according to its terms, the Grantees, or any of them, following ten (10) days' written demand to Grantors, shall have the right to foreclose on the retained interest, or to require the escrow agent to apply Contract proceeds otherwise payable to the Grantors to the payment of the assessment, or to withhold such proceeds until performance of any such other obligation. 6. That Grantors shall remain solely liable for all obligations of the Seller under the Contract, other than conveyance of title upon payment of the Contract in full (or the delivery of partial fulfillment deeds as required by the Contract, which shall he by Quit Clain Deed), and that the proceeds to the Grantees shall he subject to no setoff in favor of the Purchaser (other than the Grantee's prorata share of escrow fees). Additionally, Grantors shall retain all rights and comply with all obligations set forth under Paragraph 9 of the Contract, pertaining to the existing water well and water services, and the farming of the Property. Grantees' shall not be deemed to have assumed any liabilities or acquired any rights under such Paragraph 9'. 7. That all decisions respecting the Seller's interest in the Contract and the Property shall be made by the vote of a majority in percentage undivided interest in the Contract as set forth herein. Further, both the Grantors and the Grantees hereunder hereby unconditionally. and irrevocably make, constitute and appoint Alphons D. Benz, Kenneth J. Tupper, and Ronald P. Douglas as their true and lawful attorneys -in -fact for purposes of executing any deeds, amendments, or other instruments on behalf of the Seller under the . Contract, which instruments pertain to the Contract or the Property, and any such instrument signed by any two (2) of such attorneys -in -fact, certifying that the requisite majority approval shall have been obtained, shall be binding upon the Grantors and Grantees as though executed by all of them. DATED AND EFFECTIVE May 30, 1986. GRANTORS: ALF1iNS D. RENZ t '-fxa Ca II LDA E. BENZ cc L 820 (:.1 1769 B ?"CE B. BUTLER, P.S., PROFIT SHARING TRUST By r. CE B. BU LER, 1'rust•e EVERGREEN WHOLESALE LUMBER, INC., PROFIT. SHAPING T'1tUST - NES R. 'ILIIAPI1, Co- Trustee BRIAN INC.,�pENSION TRUST By /-r-cs ( / E�ic- d BRIAN JE1 tiE � f tu stee • JAMES F. O'CONNELL 6 ASSOCIATES, INC. a Washington corporation By Gnu �' // �/�J /.- ,�•. = -✓ / L' �- �.��1�"/' ^flu / J Er r f _,,,.. /j. X £t_. -<.-c ` " , i1, /TOtl"f H1GLI![ j corpor /3I NS, It: Washington DOUGLAS By TWe DOSGLA TRUST, ! � By t 6' �c' RONALD P. DCU LA Co- Trustee r By 7 J, . & n . -e DENNIS L. DOUGLAS, Co - tustee Co-Tr stee COINS, IIr., PROFIT SHARING i TERENCE R. WHITTEN 1L;F.JORIE P. WHITTEN TUPPER, INC., PROFIT SHARING TRUST tl \ B, Y. LNETH J. UPPF1 ft 1 • Ece` Vic. 820 PP.LL X770 r0(. . PURCHASER'S WARRANTY THE UNDF.RSIGNE.D is the Purchaser under the Contract described in the above inatruntnt and hereby represents; (1) that the balance owing on the Contract is as represented therein; (ii) that the-Con- tract Is In full force and effect, that no partial fulfillment deeds have Lcen requested or delivered, and that the undersigned has neither �VE: 820 £ GE 1771 received nor delivered any notice of default and is aware of no default on the part of either party thereunder;. and (iii) that no part of the Purchaser's interest in the Contract has been sold, transferred, pledged, conveyed, or otherwise encumbered, except by partial assignment to Spokane County, recorded June 13, 1983, under Auditor's File No. 8306130249. SULLIVAN SOUTH ENTERPRISES, a Washing- ton general partnership STATE OF WASHINGTON ) : ss County of Spokane ) By KE NETH J. TUPPE Partner ON THIS DAY personally appeared before me ALPHONS B. RENZ and HILDA E. RENZ, husband and wife, to me known to be the individuals described in and who executed the within and foregoing Deed and Sell- er's Assignment of Rgal Estate Contract, and acknowledged that they signed the same as their free and voluntary act and deed for the uses and purposes therein mentioned. GIVEN under my hand and official seal this 2 day ofJune, 1986. STATE OF WASHINGTON ) : ss County of Spokane ) 2 Notary Public in and for the State of Washington, residing at Spokane ON THIS DAY personally appeared before me BRUCE B. BUTLER, to me known to be the individual described in and who executed the within and foregoing Deed and Seller's Assignment of Real Estate Contract as Trustee of Bruce B. Butler, P.S., Profit Sharing Trust, and acknowl- edged 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 .3 day ofJune, 1986. .L�i�Gu o 4 ,..et Notary Public in and for the State of Washington, residing at Spokane M1 rentintvener's . • STATE OF WASHINGTON 1 : se County of Spokane ) STATE OF WASHINGTON ) : 88 County of Spokane ) STATE OF WASHINGTON ). : es County of Spokane ) ft UL CN THIS DAY personally appeared before me JAMES R. WILNARM and MARY HA :BEY, to me known to be the individuals described in and who executed the within and foregoing Deed and Seller's Assignment of Real Estate Contract as Co- Trustees of Evergreen Wholesale Lumber, Inc., Profit Sharing Trust, and acknowledged that they signed the same as their free and voluntary act and deed for the uses and purposes therein mentioned. GIVEN under my hand and official seal this .j day of Junq 1986. 4/ 1 4- 4r Notary Public / n and for the State of Washington, residing at Spokane r • On_ this ,:t1..: day of Junes 1986, personally appeared before me / ./ ,, , ' r , to me known to the 1 :).,O5. of JAMES F. . 'CONNELi. & ASSGCIATES, INC., a Washington corporation, the corpora- 'tion described in the within and foregoing Deed and Seller's Assign- ment of Real Estate Contract, and acknowledged to me that he was authorized by cald corporation to execute the same, as its free and voluntary act and. deed for the uses and purposes therein mentioned. WITNESS my hand and official seal hereto affixed the day and year first above written. ire , J1) Notary Public in and for the State of Washington, residing at Spokane ON THIS DAY personally appeared before me FERN B. KLAUS, to me known to be the individual described in and who executed the within and foregoing Deed and Seller's Assignment of Real Estate Contract, and acknowledged that she signed the same as her free and voluntary act and deed for the uses and purposes therein mentioned. GIVEN under my hand and official seal thisc2fO day of Jung 1986. Notary Public in and for the State of Washington, residing at Spokane STATE OF WASHINGTON ) : ss County of Spokane ) STATE OF WASHINGTON ) : ss County of Spokane ) STATE OF WASHINGTON ) : ss County of Spokane ) rig 820 rgE 1773 ON THIS DAY personally appeared before me TONY HIGLEY, to me known to be the individuals described in and who executed the within and foregoing Deed and Seller's Assignment of Real Estate Contract, 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 2 . day of June 1986. .l /,l cc, X tlar.L Notary Public in and for the State of Washington, residing at Spokane O this. 21A day of June 1986, person 11y appeared before me Irtu {O)) )' \' \fit t.2, to Inc known to the ''f 1 rt „(.; of DOUGLAS COINS, NC., a Washington corporation, the corporation described in the within and foregoing Deed and Seller's Assignment of Real Estate Contract, and acknowledged to me that he was authorized by said corporation to execute the same, as its free and voluntary act and deed for the uses and purposes therein mentioned. • WITNESS my hand and official seal hereto affixed the day and year first above written. tjp,, � btary Public in and for the State of Washington, residing at Spokane ON THIS DAY personally appeared before me RONALD P. DOUGLAS and DENNIS L. DOUGLAS, to me known to be the individuals described in and who executed the within and foregoing Deed and Seller's Assianrzent of Real Estate Contract as Co- Trustees of Douglas Coins, Inc., Profit Sharing Plan, and acknowledged that they signed the same as their free and voluntary act and deed for the uses and purposes therein mentioned. GIVEN under my hand and officia seal this ,]hc/ day of June 1986. see!, _ itte. No ry Puo ic in and for tie State bf iashington, residing at Spokane 'STATE OF WASHINGTON 1 .County of Spokane .) ON. THIS DAY personally appeared before me TERENCE R. WHITTEN and MAP.JOR.IE P. WHITTEN, husband and wife, to me known to be the indi- viduals described in and who executed the within and foregoing Deed and Seller's Assignment of Real Estate Contract, and acknowledged that .they :si2ned the .same .as :their .free .and .voluntary ,act ; and ..deed for the uses and purposes' tliereiiil mentioned'.. � J GIVEN under my hand and official al this _1 ay ofJune, 1986. STATE. OF WASHINGTON 1 : ea County of Spokane ) ON THIS DAY personally appeared before me KENNETH J. TUPPER, to me known to be the individual described in and who executed the within and foregoing Deed and Seller's Assignment of Real Estate Contract as Trustee of Tupper, Inc., Profit Sharing Trust, and acknowledged that he signed the same as his free and voluntary act and deed for the uses and purposes therein mentioned. GIVEN undermy hand and official 3.6 _ 05 Excise Tax Paid oil Sate A ;Pi Pd.12>"" 0 t 'SKIT CHILaERG Spokane Counrr T✓•aa. c 3 c 3 �G f ,,,6,,,7 EEW134481. - F5E103%86 Notary Public In and for of Washington, residing at Spokane seal this 2 day ofJune, 1986. A)544,;, ,, '4 Notary Public in and for the State of Washington, residing at Spokane 1 974, Transamerica 111111 Title Services FILED FOR nrcono AT REQUEST Of WitEN RECORDED RETURN TO BAST INE , COOMBS C GPABICKI , Name A d d re s s EAST 12929 SPRAGUE SPOKNIE , WA 99216 City, Slate. Zip Tax Paid on0 Sala Ami. DI -SKr CHILBERG Spok n County Treat V/34Ct STATE OP WASHINGTON COUNTY DV ne ALPHOW§ a/k/a ALFONS BENZ . to tor woo it In he Om individual described ilk Wisti OW WO 11;11 MO foregoing lllllll I, And ittioinwledged . niggled the samn aT ..... It in .... (rep mut mluttlary art nod devil, for 11,. itt., mul purpoxes Mervin montioned. GIVEN ,motor ow kind and PQM 11111 oloY of . • Ill z) • ( . :ein li1 and itt ht. NIAta of Waslt . posldina ot . Title Insurance Company 8606130238 P.S. (-K)R -1 - 3i)(0b1 1 - 3 D bc64 Quit Claim Deed 12 Dated June 19 86 ALPHONS B. RENZ a/k/a A.B. REIIZ a /1 a ALFONS RENZ B y STATE l)1 NVASIIINGTON COUNTY , . 823 1. rd.4 ThIS SPACE PfrOuICED FOR P.ECORDER'S USE: inED .1E1 TRUISAMERICA, JUN 13 2 45 F8 '86 WILLIAM L C.:NAKUE AUDITOR ;SPOKANE COUNTY. WASH. DEPUTY vouNa RENZ a/k/a ALFONS RENZ THE GRANTOR ALPHONS B. RENZ, a/k/a A.B. for and in consideration of Name Correct ion conveys and quit claims to ALFONS B. RENZ the following described real estate, situated in the County of Spokane together with all after acquired title of the gmnter(s) therein: North 1/2 of Section 2 5 , Township 25 North, Range 44 E.W.M. , Lrrntrir erly o t KlairM111511rrne ive Riclgemont Estates No. 2 . . ......... . Individim iSCCI(1.11) hinre me. the undersigned, a Notary Public In and Inc the State Of 41411011. duly nuntniTsiosted and morn. tvtannilly appeared and 10 me I; •8 to br the . President and.. "'"Tr rymectivrty. ot itt' Mal eTecoled the torn: .. i .. not rumen'. and acknont,lp,.4 the .3'0 instr ..... vitt to I.. dm Noe Ilmlpluntary act and or raid ,mrp.or. Minn. for the %Nes mut purr .ms thetrin monttoned, And as ost Armed Mat . .. .. to envoi.. the Mid instrument and that the sa-41 aniital Is 11... rorporale real of NMI ,,rporation. n hand awl °trivial and hetet. salted itt. dice and year lint ahnvo w III ton. N,dalv In and for the Sint.4%Vm•hinahm resisting al State of Washington, maasemwAlMleMMIWWIA2MOM mmssosaenerseencers-eL.,.."P"PrCirr • 88(14120237 Filed for Record at the Request of: LUK1N; S ANNIS, P.S. 1600 Washington Trust Financial Center Spokane, Washington 99204 (509) 455 -9555 Attn: Ronald P. Douglas Am I[ 3 1 PH '4 ao i &POAII,f i. III'K:P. DEED AND SELLER'S PARTIAL ASSIGNMENT OF REAL ESTATE CONTRACT The GRANTORS, RONALD P. DOUGLAS AND DENNIS L. DOUGLAS, trustees of the Douglas Coins, Inc. Profit Sharing Trust, for value received hereby conveys and warrants to RICIIARD W. MCEACRRAN and BRUCE A. M cEACIIRAN,. co- trustees of the Robert W. McEachran Life Insurance Trust, dated May 10, 1982, an undivided .04545 interest in the following described real estate situate in the County of Spokane, State of Washington (the "Property "), including any interest therein which the Grantors may hereafter acquire: PARCEL 1: The Southwest quarter of the Northwest quarter of Section 25, Township 25 North, Range 44 E.W.M.; EXCEPT 24th Avenue and Sullivan Road; PARCEL 2: The Northwest quarter of the Northwest quarter of Section 25, Township 25 North, Range 44 E.W.M.; EXCEPT 16th Avenue and Sullivan Road; PARCEL 3: • The North 480 feet of the West 726 feet of the Northeast quarter of the Northwest quarter of Section 25, Township 25 North, Range 44 E.W.t4.; EXCEPT 16th Avenue; DU. LIP n JaL'_ir.7S1.r∎r1 �E -i$ i.0 - - JMHSAIdLItICA TITLE All situate in the County of Spokane, State of Washington; Excise tax #253713 and does hereby assign, transfer, and set over to the Grantee the corresponding undivided interest in that certain Real Estate Con- tract dated January 27, 1982 (the "Contract "), between Alfons B. Renz and Hilda E. Renz, as "Seller," and Sullivan South Enterprises, a Washington general partnership, as "Purchaser," for the sale and purchase of the above - described Property. The Grantee hereby assumes no liability with respect to the Contract other than conveyance of title to the Property to the Purchaser by Quit Claim Deed, upon completion of Purchaser's performance thereunder, or upon request for partial fulfillment deeds as allowed therein. The Grantors hereunder hereby represent and agree as follows: 1. That the .unpaid principal balance on the above- described Contract, as of the date hereof, is Three Hundred Twenty -five Thousand Four Ilundred Forty and 01 /100 Dollars ($325,440.01); and that interest has been paid through April10, 1988. . Tacna Tax Paid on 8800003827 Sale Arm. rd.2ie -s-e DI "SKI" CNILBERG Spok _ County Trot 9yv\ j/ a/g/ 2. That the Contract is in full force and effect. DATED AND EFFECTIVE April 10, 1988. STATE OF WASHINGTON ) :ss County of Spokane GIVEN under my hand and official seal this April, 1988. GRANTOR: By DOUGLAS COINS, INC. PROFIT SHARING PLAN ANO TRUST z) Douglas,,/Trustee CT r) By Z & .. // � v _. Dennis L. Dougls, Tr yef,�e 9H. on, . -. (Q. ' vl ?.C[ On this day personally appeared before me Ronald P. Douglas and Dennis L. Douglas, to me known to be the individuals described in and who executed the within and foregoing instrument, and acknowledged that they signed the same as their free and voluntary act and deed, for the uses and purposes therein mentioned. day of ChiSs vo fl QQ ._ Notary Public in and for the State of Washington, residing at Spokane.. C/) Filed for Record at the Request of: LUKINS 6 ANNIS, P.S. 1600 Washington Trust Financial Center Spokane, Washington 99204 (509) 455 -9555 Attn: Ronald P. Douglas DEED AND SELLER'S PARTIAL ASSIGNMENT OF REAL ESTATE CONTRACT THE GRANTOR, DOUGLAS COINS, INC., for value received, hereby conveys and warrants to DENNIS 1,. DOUGLAS and RONALD P. DOUGLAS, trustees of the Dennis L. Douglas, P.S. Profit Sharing Trust an undivided .022725 interest in the following described real estate situate in the County of Spokane, State of Washington (the "Property "), including any interest therein which the Grantors may hereafter acquire: PARCEL 1: / r The Southwest quarter of the Northwest quarter of / 2 _Section 25, 'Township 25 North, Range 44 E.W.M. ; / EXCLP'1' 24th Avenue and Sullivan Road; PARCEL 2: The Northwest quarter of the Northwest quarter of ,action 25, Township 25 North, Range 44 E.W.M. ; .S PT 16th Avenue and Sullivan Road; PARCEL 3: 9 The North 400 feet of the West 726 feet of the Northeast quarter of the Northwest quarter of __$ecttsn 25• Township 25 North, Range 44 E.W.H. ; Al- situate in the County of Spokane, State of Washington; and does hereby assign, transfer, and set over to the Grantee the corresponding undivided interest in that certain Real Estate Contract dated January 27, 1982 (the "Contract "), between Alfons B. Renz and Wilda E. Renz, as "Seller," and Sullivan South Enterprises, a Wash- ington general partnership, as "Purchaser," for the sale and purchase of the above - described Property. The Grantee hereby assumes no lia- bility with respect to the Contract other than conveyance of title to the Property to the Purchaser by. Quit Claim Deed, upon completion of Purchaser's performance thereunder, or upon request for partial . fulfillment deeds as allowed therein. The Grantor hereunder hereby represents and agrees as follows: 1. That the unpaid principal balance on the above described Contract, as of the date hereto, is Three Ilundred Twenty -Seven Thousand Four Hundred Thirty -three and 62/100 Dollars (5327,433.62), and that interest has been paid through March 10, 1980. 1 16th Avenue; 8804260191 Excise Tax Paid 6/13/86, Receipt No. 05881 E rv„ 750 naoucror Are 18 11 AH'86 ' WILLIAM D(MAMUC R1t 0AAM D9PUMYT,WAIM.1 at SNEL .. L Lwoica la Lrunpl Date 5poSan. County Treas. • N- • 2. That the Contract is in full force and effect. DATED AND EFFECTIVE March 9, 1988. GRANTOR: DOUGLAS STATE OF WASHINGTON :s5 County of Spokane By Ye.. 954 1lw; • ? NS, I Ronald P. Dougl President On this (1 day of March, 1988, before me, the undersigned a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared Ronald P. Douglas, to me known to be the President of Douglas Coins, Inc., the corporation that executed the foregoing instrument and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute the said instrument and that the seal affixed is the corporate seal of said corporation. Witness my hand and official seal hereto affixed the day and year first above written. a iV C o. c J Notary Public in and for the State of Washington, residing at Spokane. / ( `Filed for Record at the Request of: LUKINS 6 ANNIS, P.S. 1600 Washington Trust Financial Center Spokane, Washington 99204 (509) 455 -9555 Attn: Ronald P. Douglas / 0605050165 X' 9 / rleeweinamez RF.OUESTBF MAY 5 II o4 A11 86 h Avenue and Sullivan Road; EXCEPT 16th Avenue and Sullivan Road; Excise Tax Paid 6/13/86, Receipt No. 05881 W 1. OUHIIF. O LS P.OKANf ILIAM COUNTY. NA WASH) �� •0(FUTY SNELL os)', 966 t E 747 • DEED AND SELLER'S PARTIAL ASSIGNMENT OF REAL ESTATE CONTRACT The GRANTOR, DOUGLAS COINS, INC., for value received hereby conveys and warrants to DENNIS L. DOUGLAS and RONALD P. DOUGLAS, trustees of the Dennis L. Douglas, P.S. Profit Sharing Trust an undivided .022725 interest in the following described real estate situate in the County of Spokane, State of Washington (the "Property "), including any interest therein which the Grantors may • hereafter acquire: PARCEL 1:• The Southwest quarter of the Northwest quarter of Section 25, Township 25 North, Range 44 E.W.M.; �ARCEL 2: � The Northwest quarter of the Northwest quarter of Section 25, Township 25 North, Range 44 E.W.M.; PARCEL 3: The North 480 feet of the West 726 feet of the Northeast quarter of the Northwest quarter of Section 25, Township 25 North, Range 44 E.W.M.; •XC•PT 1 h Avenue; All situateiin the County of Spokane, State of Washington; and does hereby assign, transfer, and set over to the Grantee the corresponding undivided interest in that certain Real Estate Contract dated January 27, 1982 (the "Contract "), between Alfons B. Renz and Hilda E. Renz, as "Seller," and Sullivan South Enterprises, a Wash- ington general partnership, as "Purchaser," for the sale and purchase of the above- described Property. The Grantee hereby assumes no liability with respect to the Contract other than conveyance of title to the Property to the Purchaser by Quit Claim Deed, upon completion of Purchaser's performance thereunder, or upon request for partial fulfillment deeds as allowed therein. The Grantor hereunder hereby represents and agrees as follows: 1. That the unpaid principal balance on the above - described Contract, as of the date hereof, is Three Hundred Twenty -five Thousand Four Hundred Forty and 01 /100 Dollars ($325,440.01), and that interest has been paid through Apri110,1908. R. L Excise Tax U.aipl Dde 7 /ia {' paJ Spokan Cw;+y Tons, 2. That the Contract is in full force and effect. DATED AND EFFECTIVE April 10, 1988. GRANTOR: DOUGLAS 49INS, I STATE OF WASHINGTON :55 County of Spokane ) On this \\ day of April, 1988, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared Ronald P. Douglas, to me known to be the President of Douglas Coins, Inc., the corporation that executed the foregoing instrument and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute the said instrument and that the seal affixed is the corporate seal of said corporation. Witness my hand and official seal hereto affixed the day and year first above written. Of 9O6 P :dE 748 L, V4,,,., VIA Cam . , Notary Public in and for the State of Washington, residing at Spokane. I•'i: for Record at Request of Ronald P. Douglas LUKINS d ANNIS, P.S. 1600 Washington Trust Financial Center Spokane, Washington 99204 (509) 455 -9555 S 5 PARCEL 1: 8805060180 Excise Tax Paid 6/13/86, Receipt No. 05881 The Southwest quarter of the Northwest quarter of S r - 2ewM{ri p 3 S A1O - «� n --_e 44 E.W.M.; EXC. 4th Avenue and Sullivan Road; • PARCEL 2: The Northwest quarter of the Northwest quarter of ( S 25, Township 25 North, Range 44 E.W.M.; XCGP6th Avenue and Sullivan Road; PARCEL 3: The North 480 feet of the West 726 feet of the Northeast quarter of the Northwest quarter of n 25, Township 25 North, Range 44 E.W.M.; EXCEPT 16th Avenue; All situate in the County of Spokane, State of Washington. °`[. JGG I:.LL 1533 athEwwcHv!:i11;x I;F 4lF.'1 F _ Mkt 6 Ins PH 1 66 WILLIAM r. Otd1AL'DC AOOITJ4 $floKAHE GOUNI.Y. WASH.: UfNTY tot Id _ .S C L ]_. DEED AND SELLER'S PARTIAL ASSIGNMENT OF REAL ESTATE CONTRACT The GRANTOR, JAMES F. O'CONNELL 6 ASSOCIATES, INC., a Washington corporation, for value received hereby conveys and warrants to DOUGLAS ENTERPRISES, INC., a Washington corporation, an undivided .0909 interest in the following described real estate situate in the County of Spokane, State of Washington (the "Property "), including any interest therein which the Grantor may hereafter acquire: and does hereby assign, transfer, and set over to the Grantee the corresponding undivided interest in that certain Real Estate Contract dated January.27, 1982 (the "Contract "), between Alfons B. Renz and Hilda E. Renz, as "Seller ", and Sullivan South Enterprises, a Washington general partnership, as "Purchaser ", for the sale and purchase of the above - described Property. The Grantee hereby assumes no liability with respect to the Contract other than conveyance of title to the Property to the Purchaser by quit Claim Deed, upon completion of Purchaser's performance thereunder, or upon request for partial fulfillment deeds as allowed therein. The Grantor hereunder hereby represents and agrees as follows: 1. That the unpaid principal balance on the above - described Contract, as of the date hereof, is Three Ilundred Twenty -three Thousand Four Ilundred Twenty -two and 01 /100 Dollars (5323,422.01), and that interest has been paid through May 10, 1908. i. L Lads. Tex Inemp; Spo►aw CoJfJy Trees. 2. That the Contract is in full force and effect. DATED AND EFFECTIVE May 4, 1988. STATE OF WASHINGTON ) :ss County of Spokane GRANTOR: JAMES F. O'CONNELL /& ASSASSOCIATES, ES, INC. By On this day personally appeared before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared James F. O'Connell, to me known to be the President of James F. O'Connell & Associates, Inc., the corpora- tion that executed the foregoing instrument and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute the said instrument and that the seal affixed is the corporate seal of said corporation. Witness my hand and official seal hereto affixed the day and year first above written. ES F. O'CONNELL, President CP Sr,.a Qn Vt. pr• Vn. CO ?.CE Notary Public in and for the State of Washington, residing at Spokane 8 806170313 Filed for Record at the Request of: LUKINS & ANNIS, P.S. 1600 Washington Trust Financial Center Spokane, Washington 99204 (509) 455 -9555 thilfgflthrill Dana r:f JUN 17 4 iQ PH TB WILLIAM I. DONAIIUE. A001T f � {St0KAHE WAsu 6 6� SN Attn: Ronald P,_Douglas Excise Tax Paid 6/13/88, Receipt No. 05881 DEED AND SELLER'S PARTIAL ASSIGNMENT OF REAL ESTATE CONTRACT THE GRANTOR, DOUGLAS ENTERPRISES, INC., formerly Douglas Coins, Inc., for value received hereby conveys and warrants to DOLORES L. DOUGLAS an undivided .04545 interest in the following described real estate situate in the County of Spokane, State of Washington (the "Property "), including any interest therein which the Grantors may hereafter acquire: Date PARCEr. 1: The Southwest quarter of the Northwest quarter of Section 25, Township 25 North, Range 14 E.N.H.; "p7 Spol6n(, Courtly Treas. EXCEPT 24th Avenue and Sullivan Road; PARCET. 7: The Northwest quarter of the Northwest quarter of Section 25, Township 25 North, Range 44 E.W.M.; EXCEPT 16th Avenue and Sullivan Road; PARCEr, 3: The North 480 feet of the West 726 Feet of the Northeast quarter of the Northwest quarter of Section 25, Township 25 North, Range 44 E.N.M.; EXCEPT 16th Avenue; 1. All situate in the County of Spokane, State of Washington and does hereby assign, transfer, and set over to the Grantee the corresponding undivided interest in that certain. Real Estate Contract dated January 26, 1982 (the "Contract "), between Alfons D. Renz and Hilda E. Renz, as "Seller ", and Sullivan South Enterprises, a Wash- ington general partnership, as "Purchaser", for the sale and purchase of the above - described Property. The Grantee hereby assumes no lia- bility with respect to the Contract other than conveyance of title to the Property to the Purchaser by Quit Claim Deed, upon completion of R. 1 Excise Tai Exempt (k Purchaser's performance thereunder, or upon request for partial fulfillment deeds as allowed therein. The Grantor hereunder hereby represents and agrees as follows: 1. That the unpaid pricipal balance on the above - described Contract, as of the date hereto, Is Three Hundred Twenty -One Thousand Three Hundred Ninety and 12/100 Dollars ($321,390.12),and that interest has been paid through June 10, 1988. • 2. That the Contract is in full force and effect. DATED AND EFFECTIVE June 13, 1988. STATE OF WASHINGTON County of Spokane :as' ) GRANTOR: By DOUGLAS EI ERPRISE$INC. l c1U Ronald P. Douglas; President On this 13 day of June, 1988, before me, the undersigned a Notary Public In and for the State of Washington, duly commissioned and sworn, personally appeared Ronald P. Douglas, to me known to be the President of Douglas Enterprises, Inc., the corporation that executed the foregoing instrument and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute the said instrument and that the seal affixed is the corporate seal of said corporation. Witness my hand and official seal hereto affixed the day and year first above written. %L 975 Padia3 I A Q Q Notary Public in and for the State of Washington, residing at Spokane. 8806170315 Filed for Record at the Request of: LUKINS & ANNIS, P.S. 1600 Washington Trust Financial Center Spokane, Washington 99204 (509) 455 -9555 Attn: Ronald P. Douglas Sp■ Cm:My Trees. EXCEPT 24th Avenue and Sullivan Road; . PARCEE. 7: The Northwest quarter of the Northwest quarter of Section 25, Township 25 North, Range 44 E.N.H.; EXCEPT 16th Avenue and Sullivan Road; U((. 975 P;�[1766 YCI. O'IJIDRON[I. REUUCS( 01Q• Jux 17 4 13 PR '88 WILLIAM r, 00MAINE AUU11Of (SPOKANE COUNTY, WASH.. SNELL Excise Tax paid 6/13/06, Receipt No. 05881 DEED AND SELLER'S PARTIAL ASSIGNMENT OF REAL ESTATE CONTRACT THE GRANTOR, DOUGLAS ENTERPRISES, INC., formerly Douglas Coins, Inc., for value received, hereby conveys and warrants to JACK R. FELGENHAUER AND GLORIA F. FELGENHAUER an undivided .04545 interest in the following described real estate situate in the County of Spokane, State of Washington (the "Property "), including any interest therein which the Grantors may hereafter acquire:1 PARCEL 1: The Southwest quarter of the Northwest quarter of Section 25, Township 25 North, Range 44 E.W.M.; /' PARCEL 1: The North 480 feet of the West 726 Feet of the Northeast quarter of the Northwest quarter of Section 25, Township 25 North, Range 44 E.N.M.; EXCEPT 16th Avenue; All situate•in' the County of Spokane, State of Washington and does hereby assign, transfer, and set over to the Grantee the corresponding undivided interest in that certain Real Estate Contract dated January 26, 1982 (the "Contract "), between Alfons B. Renz and Hilda E. Renz, as "Seller ", and Sullivan South Enterprises, a Wash- ington general partnership, as "Purchaser ", for the sale and purchase of the above - described Property. The Grantee hereby assumes no lia- bility with respect to the Contract other than conveyance of title to the Property to the Purchaser by Quit Claim Deed, upon completion of Q E. Excise Tax Lamps Bare � ..• /7 197 Purchaser's performance thereunder, or upon request for partial fulfillment deeds as allowed therein. The Grantor hereunder hereby represents and agrees as follows: 1. That the unpaid prlcipal balance on the above - described Contract, as of the date hereto, is Three Hundred Twenty -Three Thousand Four Hundred Twenty -Two and 21/100 Dollars ($323,422.21), and that Interest has been paid through May 10, 1988. 2. That the contract is in full force and effect. DATED AND EFFECTIVE May 16, 1988. STATE OF WASHINGTON County of Spokane :ZS GRANTOR: DOUGLAS EVERPRI S, NC. ° , AL, . 975 Pr.CE 1769 Witness my hand and official seal hereto affixed the day and year first above written. On this V1 day of May, 1988, before me, the undersigned a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared Ronald P. Douglas, to me known to be the President of Douglas Enterprises, Inc., the corporation that executed the foregoing instrument and acknowledged the said Instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute the said instrument and that the seal affixed is the corporate seal of said corporation. n.A h „, W\ K Q,_ I Notary Public in and for the State of Washington, residing at Spokane. i bblit111;II ;ib44 1 File?. for Record at the Regeust oC: LI�I:1US & ANNLS, P.S. • AF.h''! ._• .._,� 1600 Washington Trust Financial Center Spokane, Washington 99204 0 9E1 1 II (509) 455 -9555 (� ( ! / Attn: Ronald P. Douglas PARCEL 1: The Southwest quarter of the Northwest quarter of _.Section 75, 1 •n , ,ulsblp 75 Nnrrll flnngp dA F W M • EXCEPT 24th Avenue and Sullivan Road; PARCEL 2: The Northwest quarter of the Northwest quarter of Section 25, Township 25 North, Range 44_E.W.M.; EXCEPT 16th Avenue and Sullivan Road; PARCEL 3: The North 480 feet of the West 726 feet of the Northeast quarter of the Northwest quarter of Section._ 25.,.- TOWns,I1jp._ 25.P2r 4h_ _Range 44 E_W_M.; EXCEPT 1Gth Avenue; All situate in the County of Spokane, State of Washington; Excise Tax @253713 IIL. L'vt.., !hut VZII . ItiCi - aissIF, *SJl: R • WILL1 / Ai'j I8 I$POKANC gcewi 1, W.Aso • DEED AND SELLER'S PARTIAL ASSIGNMENT OF REAL ESTATE CONTRACT The GRANTORS, RONALD P. DOUGLAS AND DENNIS L. DOUGLAS, trustees of the Douglas Coins, Inc. Profit Sharing Trust, for value received hereby conveys and warrants to RICIIARD W. McEACIIRAN and DRUCE A. McEACIIRAN, co- trustees of the Robert W. McEachran Life Insurance Trust, dated May 10, 1982, an undivided .04545 interest in the following described real estate situate in the County of Spokane, State of Washington (the "Property "), including any interest therein which the Grantors may hereafter acquire: and does hereby assign, transfer, and set over to the Grantee the corresponding undivided interest in that certain Real Estate Con- tract dated January 27, 1982 (the "Contract "), between Alfons 8. Rcnz and Hilda E. Renz, as "Seller" and Sullivan South Enterprises, a Washington general partnership, as "Purchaser ", for the sale and purchase of the above - described Property. The Grantee hereby assumes no liability with respect to the Contract other than conveyance of title to the Property to the Purchaser by Quit Claim Deed, upon completion of Purchaser's performance thereunder, or upon request for partial Fulfillment deeds as allowed therein. The Grantors hereunder hereby represent and agree as follows: . pF NCs G NU 644 1. That the • Contract, as of the principal Two I act, m S date hereof, i balance Hundred the above-described has been even and 00 /100 Dollars Three 207 .00), and that interest rl paid through (9815, drum Fifteen Thousand 9 September 10, 1 700, 207 2. That the Contract is in full force and effect. DATED AND EFFECTIVE September 6, 1988, GRANTOR: DOUGLAS COINS, INC. PROFIT SNARING PLAN AN. TRUST By By ouglas Trustee Ronald P. Dennis L. Douglas, 7 - st e STATE OF W ASHINGTON ) County of Spokane ;ss his day O this personall and Dennis O t L. Douglas, in and who y appeared before m act a wm ex t c at ed h the known to be foreg the instruments Douglas and deed, for theyuses signed and the g as 1 their sfree Band and ounta y September, UNDER my purposes therein mention voluntary ptember, 1988 Y hand and official d. cial seal this d ---- -_ day of Notary s Public in and for the S to of Washington, residing at Spokane, • j 4-/ ;0,2S Filed for Record at Request of I (7 2) Ronald P. Douglas / LUKINS 6 ANNIS, P.S. 1600 Washington Trust Financial Center Spokane, Washington 99204 (509) 455 -9555 Excise Tax No. 253713 vol. 10 4IPAGE 12S? Jun ILI I126 AH '05 QR SAMPSON DEED AND SELLER'S PARTIAL ASSIGNMENT OF REAL ESTATE CONTRACT The Grantor, DOUGLAS ENTERPRISES, INC., a Washington corporation, for value received hereby conveys and warrants to Fern B. Klaus, a single woman, an undivided .04545 interest in the following described real estate situate in the County of Spokane, State of Washington (the "Property "), including any interest therein which the Grantor may hereafter acquire: PARCEL 1: The Southwest quarter of the Northwest quarter of Section 25, Township 25 North, Range 44 E.W.M.; (EXCEPT 24th Avenue and Sullivan Road; PARCEL 2: The Northwest quarter of the Northwest quarter of Section 25 Township 25 North, Rance 44 E.W.M.; EXCEPT 16th Avenue and Sullivan RoaffC PARCEL 3: The North 480 feet of the West 726 feet of the North- east quarter of the Northwest quarter of Sectisui..25- Township 25 North, Range 44 E.W.M.; EXCEPT 16th Avenue; All situate in the County of Spokane, State of Washington. and does hereby assign, transfer, and set over to the Grantee the corresponding undivided interest in that certain Real Estate Contract dated January 27, 1982 (the "Contract "), between Alfons B. Renz and Hilda E. Renz, as "Seller ", and Sullivan South Enterprises, a Washington general partnership, as "Purchaser ", for the sale and purchase of the above - described property. The Grantee hereby assumes no liability with respect to the Contract other than conveyance of title to the property to the Purchaser by Quit Claim Deed, upon completion of Purchaser's performance thereunder, or upon request for partial fulfillment deeds as allowed therein. 4. k. Fades Iaa En•"pi i Dail ti.cii e. ert 9P/' 5p County Iron, VOL 1041PAGE1288 Deed, upon completion of Purchaser's performance thereunder, or upon request for pertial fulfillment deeds as allowed therein. The Grantor hereunder hereby represents and agrees as follows: 1. That the unpaid principal balance on the above - described Contract, as of the date hereof, is Two Hundred Ninety -eight Thousand Sixty -Four and 30/100 Dollars ($298,064.30), and that interest has been paid through May 10, 1989. 2. That the Contract is in full force and effect. DATED AND EFFECTIVE May 9 ,. 1989. STATE OF WASHINGTON ) :ss County of Spokane ) GRANTOR: DOUGLAS NTERPRISES, INC. By ([f _ /�!Y 1-/ RddNALD P. DOUG AS, President On this day personally appeared before me, the undersigned, a notary public in and for the State of Washington, duly commissioned and sworn, personally appeared Ronald P. Douglas to me known to be the President of Douglas Enterprises, Inc., the corporation that executed the foregoing instrument and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute the said instrument and that the seal affixed is the corporate seal of said corporation. Witness my hand and official seal hereto affixed the day and year first above written. ' lCIAwk_ rn Notary Public in and for the State of Washington, residing at Spokane 88- o835 Page - 1 8809210089 JraT‘o :FI Ltu Ua.c.EI: '.1 7 f•F.::7r( 4.71 Sall 9 E 094 PILE 1133 M17UHUq SPOKANE COUNTY SEWERAGE AGREEMENT IANE f.; uirt Y. NA.N YYIV SAMPSON J J THIS AGREEMENT, made and entered into the /$ day of � /C •�.r,,,�i.�.. , 1988, by and between SPOKANE COUNT?, a political subdivision of the State of Washington, having offices for the transaction of business at West 1116 Broadway Avenue, Spokane, Washington, 99260, hereafter referred as the "County ", and SULLIVAN SOUTH ENTERPRISES, a Washington general partnership, hav offices for the transaction of business at ['A—) .1 /4=44, J , Spokane, Washington, 99.9/6, and ALFONS B. REN AND HILDA E. RENZ, husband and wife, South 2205 Carnine Court, Veradale, Washington, 99037, hereinafter referred to as the "Owners ", jointly referred to, as the "Parties ". W I T N E S S E T H: WHEREAS, pursuant to the provisions of the Revised Code of Washington, Section 36.32.120(6), the Board of County Commis- sioners of Spokane County, has the care of County property and the management of County funds and business; and WHEREAS, pursuant to the provisions of Chapter 36.94 RCW, Spokane County has the ability to construct, operate, and maintain a system of sewerage within Spokane County consistent' with the adopted Comprehensive Waste Water Management Plan; and WHEREAS, Owners are the legal owners of certain real estate located at the northeast corner of Sullivan Road and 24th Avenue, Spokane County, as more particularly described in Attachment "A ", attached hereto and incorporated by reference herein, and hereinafter referred to as the "Property "; and WHEREAS, Owners have made application for a preliminary plat of the Property, to be known as Ridgemont Estates Fourth Addition, and are desirous of subdividing the Property with the availability to connect to the County's general sewerage system; and WHEREAS, the County is desirous of extending a system of sewerage from Sullivan Road and 24th Avenue through the Property, to the Timberlane and Ridgemont Subdivisions, for the purpose of connecting said subdivisions to the County's general sewerage system; and WHEREAS, Owners are willing to provide the County with perpetual easements through the Property, in an alignment acceptable to Owners and the County Utilities Department, and with appropriate access thereto, in order to allow for installation of Y(l. 994 fig 1134 a sewerage system through the Property; and the County is willing to make said sewerage system available for connection to future lots within the Property, in a manner consistent with Owners' subdivision plans, upon certain terms and conditions; NON, THEREFORE, for and in consideration of the mutual promises set forth hereinafter, the Parties hereto mutually agree as follows: Section 1: PURPOSE The County is desirous of constructing a sewerage system, hereinafter referred to as the "Facilities ", through the property, which Facilities will be made available to provide sanitary sewer service to lots within the Property when it is subdivided, as well as connecting the adjacent and existing Timberlane and Ridgemont subdivisions to the County's general sewerage system. Owners are willing to grant to the County perpetual easements, free of encumbrances and with appropriate access, running through the Property in an alignment acceptable to the County, in considera- tion of the County paying all costs for the design and construc- tion of such Facilities. Owners and their successors hereby acknowledge an obligation to pay the County's General Facilities Charge ( "GFC "), monthly service charges, and an In Lieu of Assessment charge (ILA), as specified herein, upon connection of the Property, or future lots therein, to the Facilities. It is the intent of this Agreement to reduce to writing the Parties' agreement with respect to the conveyance of easements to the County, the design and construction of the Facilities, and related matters. Section 2: CAPITAL CONSTRUCTION The County shall be responsible for the design and construc- tion of the Facilities, generally described as 8 ", 10" and 12" sanitary sewer pipe, and necessary appurtenances thereto. The Facilities are deemed to be a benefit to the public. The design and construction of the Facilities will be in accordance with all applicable Federal, State and Local laws, ordinances, and regulations. The County shall install "Ts" at appropriate locations within the Facilities designated by Owners; however, the County shall not be obligated to install side sewer connection lines from the "Ts" to individual lots, which shall be the Owners' responsibility to install. All manholes installed within the Facilities shall be designed and constructed to include a one foot (1') concrete ring section in order to facilitate adjustment of the manholes to a proper elevation at such time as roads are constructed within the Property. Page - 2 Section 4: PAYMENT OF GFC AND ILA This section shall apply only to those residential lots which result from approved subdivision of the Property, and which are adjacent to the Facilities and connectable by side sewer thereto. The owner of each lot at the time of hook -up to the County's general sewerage system shall pay the County's General Facilities Charge (GFC) that is current at that time, reduced by any County participation moneys then applicable to reduce said charge (the present GFC amount equals $770.00 for residential properties, currently reduced by a forty percent (40 %) County subsidy, leaving $462.00 payable by the property owner). Each lot owner at the time of hook -up shall also pay an In Lieu of Assessment charge (ILA). This charge is deemed equivalent to the special benefit that the County's sewerage system is determined to provide to parcels of land within the most recent County ULID, reduced by applicable County participation moneys. y(j'. 994 PGLE 1135 Owners agree to grant to the County perpetual easements in the property, free of any encumbrances, along with temporary access easements thereto, all as specifically indicated on Attachment "B ", attached hereto and incorporated by reference herein. Owners agree, within ten (10) days of written request by the County, to execute any and all necessary perpetual easement(s), temporary construction easement permits, access easements, or any other documents required of Owners under the terms of this Agreement. Section 3: USE OF CONSTRUCTED SUBDIVISION SEWER FACILITY Only the Owners of the Property, or subsequent owners, and their successors, assigns or heirs, shall be permitted or.author- ized under this Agreement, to tap into or use the Facilities. Owners shall be responsible for the design and construction of any other facilities on the Property, other than the Facilities to be constructed by the County as described herein, that may be necessary in order to use or connect to the Facilities, in conjunction with the subdividing of the Property. As owner of the Facilities, the County may allow, at its sole discretion, other persons, firms or corporations outside the Property to tap into or use the Facilities. Additionally, as owner, the County will be responsible for maintenance and operation of the Facilities once constructed and accepted by the County. All users of the Facilities shall pay a monthly Main- tenance and Operation Fee as established by the Board of County Commissioners. . Page - 3 Page - 4 YR 99'1 P'.CE x.136 Under this Agreement, the ILA payable at the time of hook -up shall be permanently fixed at $1,500.00 (the special benefit for residential parcels within a ULID is currently $2,500.00, which amount is currently reduced by a forty percent (40 %) County subsidy, leaving a balance of $1,500.00 payable). Each lot within the Property connecting directly, or indirectly, to the Facilities shall receive a credit of $700.00 against the ILA amount at the time of hook -up. This credit given by the County is in consideration of Owners' granting to the County perpetual easements at the east and west terminus of the East -West Sewer line easements, as indicated on Attachment "5 ", the loss of crop revenues to Owners, engineering expenses previously incurred by Owners, the nuisance of the sewer line passing through the Property prior to subdivision and the reduction in value of certain private lots within the Property due to the County easements. A further credit of $500.00 shall be allowed against the ILA to each lot owner at the time of hook -up to compensate for the County's not installing side sewer lines connecting the "Ts" to individual lots, as would be the case if the County was installing a ULID sewerage system (the amount of this additional credit amount is based upon the average cost of installing a side sewer connection, estimated as approximately $500.00, from bids received recently). The GFC applicable under County ordinance or resolution at the time of hook -up of an individual lot shall be the amount payable, less any County participation moneys applicable to reduce said amounts at the time of hook -up. The GFC amount may increase or change from present figures due to periodic adjustments by the County, and the level of applicable participation moneys may also be reduced or change according to County policy. The combined $1200.00 credit allowed future lot owners shall remain constant, as will the ILA amount. Section 5: COMPLIANCE WITH LAWS The Parties hereto specifically agree to observe all federal, state and local laws, ordinances and regulations, including, but not necessarily limited to, chapter 49.60 RCW, to the extent that they may have any bearing on either providing any money under the terms of this Agreement or the services actually provided under the terms of this Agreement. Section 6: MODIFICATION No modification or amendment of this Agreement shall be valid until the same is reduced to writing and executed with the same formalities as this present Agreement. VC[. 994 PACE 1137 .Page - Section 7: VENUE STIPULATION This Agreement has and shall be construed as having been made and delivered in the State of Washington, and the laws of the State of Washington shall be applicable to its construction and enforcement. Any action at law, suit in equity or judicial proceeding for the enforcement of this Agreement or any provision hereto shall be instituted only in courts of competent jurisdic- tion within Spokane County, Washington. Section 8: WAIVER No officer, employee, agent or otherwise of the County has the power, right or authority to waive any of the conditions or provisions to this Agreement. No waiver of any breach of this Agreement shall be held to be a waiver of any other or subsequent breach. All remedies afforded in this Agreement.or at law shall be taken and construed as cumulative, that is, in additio to every other remedy provided herein or by law. Failure of!J the County to enforce at any time any of the provisions of this Agreement or to require at any time performance by the Contractor of any provision hereof shall in no way be construed to be a waiver of such provisions, nor in any way affect the validity of this Agreement or any part hereof, or the right of the County to hereafter enforce each and every such provision. Section 9: ALL WRITINGS CONTAINED HEREIN This Agreement contains all the terms and conditions agreed upon by the Parties. No other understandings, oral or otherwise, regarding the subject matter of this Agreement shall be deemed to exist or to bind any of the Parties hereto. Owners have read and understand all of this Agreement, and now state that no represen- tation, promise or agreement not expressed in this Agreement has been made to induce Owners to execute the same. Section 10: TERMINATION The County shall have no obligation of any kind or nature whatsoever to either design or construct the Facilities described hereinabove until Owners have granted to the County that right -of way and /or perpetual easements and /or construction easement(s) as proved for hereinabove. Subsequent to the granting of such right -of -way, perpetual easement(s), and /or construction ease - ment(s), respectively, neither Party may terminate this Agreement for any reason whatsoever. Section 11: TIME IS OF THE ESSENCE Time is of the essence of this Agreement. If either Party shall fail to perform the Agreement on his part to be performed, at the time fixed for performance, the other Party may exercise any right as proved for herein. Section 12: RECORDING This Agreement, upon execution by both Parties, shall be recorded in the Spokane County Auditor's Office. The provisions within this Agreement shall run with the Property, and bind the Owners and their successors, assigns and heirs. IN WITNESS WHEREOF the Parties hereto have caused this Agreement to be executed on the day and year first set forth above. ATTEST: WILLIAM E. DONAHUE, Clerk of the Board By 4:0 � Y/A'eLlt r.-< Deputy C erk STATE OF WASHINGTON ) 5s County of Spokane ) Page - 6 BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON SULLIVAN SOUTH ENTERPRISES, a Washington general partnership By \ NCnvrs \2 cc-t) r. 4�. arr. 994 ME 1138 fry... (Title) On this /.'. day of i�4, /, „�G�.. , 1988, personally appeared before me /i - r ' /, ✓ 1 r��.� to me known to be • IN my seal Page - STATE OF WASHINGTON ) County of Spokane ) puu,uu„ , ttsE s. ruoi ,.,,, ss 4 V: 994 PACE 1139 the j) .tn,r. ,:/ ,!!a, ti',( , ;..,. of the above -named general partnership that executed the within and foregoing instrwnent, and ac- knowledged said instrument to be the free and voluntary act and deed of said general partnership, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute said instrument. WITNESS WHEREOF, I have hereunto set my hand and affixed the day and year first above written. 1 Notary Public in and for the State of Washington, residing at Spokane. My commission ex- pires (2 /yyi C CA c . E.4C=,-, ONS B. BENZ 7 HILDA E. BENZ On this day personally appeared before me ALFONS B. BENZ and IIILDA E. BENZ, 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. _. GIVEN under my hand and official seal this /! day of ��..T �.:.. , 1988. Notary Public in and for the State of Washington, residing at Spokane. My commission ex- pires , /9; (1) Parcel No. 25545 -9054, more particularly described as that portion of the North Half of Section 25, Township-- 2.5 —N., Range „44..E.W:M., lying Wly of Ln Daf; Beg 2024.35 ft. W of NE th S 80 deg 08 min 14 sds E 152.25 ft th S 50 deg 22 min 27 sds E to W In of Ptn known as Ridgemont Est q2 th Sly alg sd In to W In of Ridgemont Est Add th Sly alg sd W In to 5 ln. of NW 1/4 and .term of sd In exc W 1/2 of NW 1/4 and exe N 480 ft of W 726 ft of NE 1/4 of NW 1/4 and exc Rds, Spokane County. (1) Parcel No. 25542 -9058, more particularly described as the West Half of the Northwest Quarter of Section 25._Townshi-p --25 N., Range E.W.M., and the N 480 ft of W 726 ft of NE 1/4 of NW 1/4 exc Ptn of NW 1/4 of NW 1/4 Daf; Beg at NW cor Sec 25 th E alg the N ln SD Sec 870.00 ft th S at R/A to 5D N Ln 730.00 ft to Beg of a Cur to the Lft th alg sd Cur having a Rad of 475.00 ft through a C/A of 15 deg 21 min 06 sds 127.27 ft th W at R/A to W In sd Sec 25 887.67 ft to sd W ln th N alg sd W Ln 855.00 ft to POB exc Rd R /W, all in Section 25, Township 25 N., Range 44 E.W.M., Spokane County. Page - 8 • ATTACHMENT "A” re 994 Par 1140 YPI. The Grantor(e) Sullivan South Enterprise°, A Washington Corporation of the County of Spokane, State of Washington, for and in consideration of Mutual Benefits, the receipt of which is hereby acknowledged, grants to Spokane County, a political subdivision of the State of Washington, an Easement over, under, upon and acroae the hereinafter described lands situated in the County of Spokane, State of Waehington: A Drainage Easement over that portion of the Northwest quarter (NW 1 /4) of Section 25, Township 25 North, Range 44 East, W.M., in Spokane County, Washington, described as foliowa, Begin at the Northeast corner of Lot 4, Block 3, Ridgemont Estates No. 4 - 1st Addition as per plat thereof recorded in Volume 19 of Plats, page 27 in Spokane County, Washington; thence the next three courses and distances along the North line of said Ridgemont Estates No. 4 - 1st Addition, 567 a distance of 77.37 feet. thence 585 a distance of 83.88 feet; thence 1489 "W a distance of 374.46 feet; thence NB9'32'42 "W a distance of 80.00 feet; thence 1100 39 a distance of 300.00 feet; thence 589 a distance of 175.97 feet; thence 1427 "E a distance of 100.00 feet; thence 562 a distance of 125.00 feet to the True Point of beginning; thence N27 39 a distance of 56.00 feet; thence N62 "W a distance of 13.00 feet; thence 527 a distance of 56.00 feet; thence 562 a distance of 13.00 feet to the True P .O.B. Situate in the County 'of Spokane, State of Washington. The Easement granted to Spokane County and its authorized agents Is for the sole purposes of allowing natural drainage and /or runoff over and across the above deecrlbed lands. The Grantor(o) hereby agree not to obstruct, artificially collect or discharge the flow acroae or adjacent to the above deecrlbed lando. The Grantor(a) agree that Spokane County accepts no responsibility for maintaining the drainage Easement. The Grantor(s) accept complete and total reeponeibillty for the construction and perpetual maintenance of the facilities located within thle drainage Easement per plane on file in the office of the Spokane County Engineer. The Grantor(s) hereby releaoee Spokane County, and all its officer°, employees, and agents from any responsibility or liability for any damage whatsoever Including inverse condemnation by or to any and all persons or property arising out of or in any way incident to or attributable to the storm drainage within sold Easement. The Easement described horoinabove le to and shall run with tho land. No modification of the boundaries of °aid Easement can be made without the prior approval of Spokane County. •. E EXCIN ILA hemp' D.I. GCIG /".j" 197/ Spoken* County I,w. • a 9104040040 SPOKANE COUNTY ENGINEERING DEPARTMENT . Spokane County, Washington - (over) 1 iG : ; AGL +.1JV h rclirrr FILED O,i RICNRDED REQUEST Or__ Ara '1 IO is N1 '• WILLIAM E. DONAHUE�. AUDITOR ' SPOKANE. COUNTY. WASH. \M/ SAMPSON nsaIHAGE EASEMENT .�( 1 'c i)I:VCET111' STATE OF WASHINGTON COUNTY OF SPOKANE t.I rd. /force /jim_ le • 11 01. 118 Q Pa GE 118 4 IN • WITNESS WHEREOF, we have hereunto sot our hand(o) and oeal(s) this L 9 4 day of NA 0. re- )% 1991. a (jiu9UUJ 1 f f1.( i • SULLIVAN SOUTH ENTERPRISES Rennet J. Tup�� Attorne in Fact flYl� �' i JA 'Alfona. 0. Renz Attorney in Fact )cenneth J. Tupper and Alfona 13, Benz are Attorney in Fact for the following: Alfona B. and Hilda E. Rent, husband and wife; and Bruce B. Butler, Trustee, Bruce 0. Butler, P.S. Profit Sharing Trust; and James R. Wilharm and Mary Haney, Co- Trueteee, Evergreen Wholesale Lumber, Inc., Profit Sharing; and Brian Jenner, Trustee, Brian Jenner, Inc., Penelon Trust; and James F. O'Connell & Associates, Inc.; A Washington Corporation; and Fern B. Klaus, a single person; and . Tony Higley, a married man dealing in his pole and separate property; and Douglas Coins, Inc.,.A Washington Corporation; and Ronald P. Douglas and Dennis L. Douglas, Co-Trustees, ,Douglas Coins, Inc., Profit Sharing Trust; and Terence R. and Marjorie P. Whitten, husband and wife; and Kenneth J. Tupper, Trustee, Tupper, Inc., Profit Sharing Trust. On this Z 9 ±' day of NA krAt h 1991, before me, the undersigned, a Notary Public in and for the State of Waahington,.duly commlaeioned and sworn personally appeared Kenneth J. Tupper and Alfona B. Rens to me known to be the individuals described in and who executed the foregoing instrument for themselves and as Attorney., Ln Fact for Sullivan South Enterprises, A Washington Corporation also therein described, and acknowledged to me that they signed and sealed the same ae their voluntary act and deed and as the free and voluntary act and deed of the said principal for the uses and purpose° therein mentioned, and on oath stated that the Power of Attorney authorizing the execution of this instrument has not been revoked and that the Bald principal le now living. IN WITNESS WHEREOF, I have hereunto set my hand and affixed .my, official Beal, the day and year first above written. • 04, .' Notary Public In and for the State of Washington, residing .at Spokane. ; ''I 7. I1'f1t :s 04-0. Ac. ensa c C's . ` °�f 5 a4 u Ay& —tee n $fl.or YO' $ Q CD CD IT TIMBERLANE .7 s K/ ie TH A v - E - RI DGEMONT ESTATES NO. 4- Is? ADDITION I 2174 726' LJ 'e) �J 1 . ERLANE i is 3T ! 1 i 1 l I 1 • v / RI z d A DEVELOPMENT: "TRACT X" IDENTIFIED FUTURE PUBLIC RIGHT -OF -WAY, SUBDIVIDER',S AGREEMENT - AGREEMENT" Tract X, designated upon the plat /short plat as a private road and thorough- fare, as described in the Spokane County Comprehensive Plan as a 'local access street or road' and in accordance with the standards therein, may be required for future County street, road or thoroughfare. "(a) The owner(s), his grantees and assigns, hereby agree to dedicate Tract X to Spokane County for right -of -way and street purposes at such time as said Tract X is needed by Spokane County for that purpose. A deed conveying Tract X to Spokane County shall be executed by the owner, his grantees and assigns, and shall be delivered to Spokane County upon /demand." "(b) The owner(s) or successor(s) in interest agree to authorize Spokane County to place their name(s) on a petition for the formation of a Road Improve- ment District (RID) by petition method pursuant to Chapter 36.88 RCW, which petition includes the owner(s) property, and further not to object, by the signing of a ballot, the formation of a RID by the resolution method pursuant to Chapter 36.88 RCW, which resolution includes the owner(s) property. If a RID is formed by either the petition or resolution method, as provided for in Chapter 36.88 RCW, the owner(s) or successor(s) further agree: (1) that the improvements or con- struction contemplated within the proposed RID is feasible, (2) that the benefits to be derived from the formation of the RID by the property included therein, together with the amount of any County participation, exceeds the cost and expense of formation of the RID, and (3) that the property within the proposed RID is sufficiently developed. Provided, further, the owner(s) or successor(s) shall retain the right, as authorized under RCW 36.88.090, to object to any assess- ment(s) on the property as a result of the improvements called for in conjunction with the formation of a RID by either petition or resolution method under Chapter 36.88 RCW, and to appeal to the Superior Court the decision of the Board of County Commissioners affirming the final assessment roll. It is further agreed that at such time as an RID is created or any Road Improvement Project is sanctioned by Spokane County, the improvements required (curb, sidewalk, drainage control and paving) will be at the sole expense of the undersigned owner(s), their heirs, grantees and assigns without participation by Spokane County. .The RID waiver contained in this agreement shall expire after ten (10) years from the date of execution below. However, the owner(s) or successor(s) agree to construct the required improvements at their own expense; pay to Spokane County the then estimated cost of the required improvements to enable the County to com- plete the same; or furnish a bond or other secure method suitable to the County, providing for or securing to the County the actual construction of the improve- ments. All of the requirements of this agreement shall run with the land and shall be binding upon the owner(s), their successor(s) or assign(s)." "(c) Timing of the formation of said RID or other road improvement project shall be determined by Spokane County consistent with RCW 36.88. The street improvement authorized by the RID or other improvement project shall call for the improvement of Tract X and its immediate street system to at least the minimum Spokane County Road standards applicable to Tract X and the immediate street system at the time the RID, or other road improvement project, if a majority of the property owners want a higher standard, i.e. gutters, underground drainage, etc., that standard shall prevail." "(d) Any building constructed on any parcel abutting Tract X shall be set back from the Tract X boundary by that distance which equals the set back requirements of the zone. 0011p Owner Owne r STATE OF WASHINGTON County of Spokane On this day personally appeared before me known to me to be the individual(s) described in and who executed the within and foregoing instrument and acknowledged that he /she /they signed the same as his /her /their free and voluntary act and deed for the uses and purposes therein stated. OO11p GIVEN UNDER MY HAND AND OFFICIAL SEAL this day of , 19 . Notary Public in and for the State of Washington, residing at Spokane r r. I ~, l i I 1 1 1 , 1 1 1 I 1 1 1 \ 1 1 1 1 1 I 1 i la \ 1• I 12 11 11 f • 7 y - - 1 1 1 1 1 1 1 1 / 1• r It w iv l Hl 11 31 23 34 1 , / I • I I 1 I 1 i 1 1 1 I 1 33 i 31 21 1 30 I 2* 1 21 17 1 21 1 12 I • 31421 1440/.41/..01 1440/.41/..01 54“107 54“107 ti/2171 -rr M - ,i Id f - :1111' 1. • 44.44' / ' ' I 1 I 1 I 1 i 1 ' s i1 '• 1 1- I t- - - - - -- ; . 1 I I y 1 , . I I 14 1 . ` 1 • '3 , 1 I I I 1 I! I I �� I I a 1 / I I ' 6 I 3 . I 1 ()� eS ..„,,,.,,,,.... , /.7 -9 0 w ,.,.. c I-. , ,,s , ri 1 Ia�r cus ..,,s ,' ,,1 ' `f )6)"---/ )"---/ ` I t.l ,i6.ki'• I /9 • 1 ice) Pond Flo Yarle Or / Gr Curbena CZncrafe Apron for le th of rat-scat ,°'wide • 4't1 SCALE Pond floor Iv' 0 0 0 LI z <11 _1 01 1' rz 0 n GonSuc G Curd Cu+ G ck Sto.. ( 4- +b8 44 20 — AN/E. Lod ' l BLocK .■DG.Eron -IT ESTATES 4 - � AD❑ ur1P5014 ENGILIEEr4 1 `l0 AR40NI.IE . _ ) PoKAHE u /A`-- R9 310 I p '` 1 f "To r . o 4 G rcz ` :c -'1-1 ti; - eieit c Po,s 41 -i DouLL 6ctrre.l Dr y icJ i;Tjpe- Et- 04 G r »rc 4- ( SS : -i ' - i l r' A L lc �- r _iQ ` NO EXPIRES nn 93 ° POND: SECTION DETAIL 20 }0 p /f B 5■n t c aa pond b 9h � ^ gher than strere et bide. �� \ 0 0 l 4 c� LA CZKe: ir , *7 5 a=te ° c tz.' i -83111A.' , � 9 S E'tll eau /I 4 o < � 15 3o' > 1 61.--/A.LE 'JEl Tio 1.1 No sxst_E Low 4 I if D uly FIOO2 4 w14c -- ; I ' w .,.. rF .-c ..--4, si 6-w., %ThLE FLOOe L0WE4T 5..40 To g6 CC 1-11“4“ ALL tivt5 ExccYr 1au1 a arJ TO (7 5 E•LO To li MI U. 8`p.a jL FLOO,Z ` - T r o' io zv' SIMPSON ENG>I N.909 ARG:OKr1E - SPo }t,4NE WASH: '99212 LOT 4 - 5LOC.K. 1 ElRIEM01.IT ESTAT `i 140. 5T" iwpkt. 4 4 R/W tJJ -r 0 0 0 r- tJ 0 71' I 5z 3 5 4 2 M A SIDES a: • xcEPT Low CND 0 BE mini. o l ' ABovE FL OOR k 4. \ - - .7.I ID El .. 1 l._ V / D I: ,-, T.:. 5.....-/AE I e l ...,,,. 4.) \ O n A - ri....na t-t 1,-4. l'?- . _ __ •- Li __-(-1 c7 F P.‘1 /4.11. IL. ::-C.....-c1-.■ -,..._..., ....../ - A- SWALE SECTiON DETAIL RI G.E ONT EST TES 5 ADD. NO SCALE FLOOR itt WIDE LOWEST END 70 0E a" HIGI4 OVERFLOW 70 5WAL.E FLOOR LIME 614•J_E WrD4 GRASS DM • oveRflow Fnon SALE 1 TO 5SAJJ 2, At.413 5.-JAI_E 2 TO I I:nPIREJ 717/ 93 \ N \ \ El\ 0 9‘\ c 07 .1)-ci \C‘ i ;.•\ co \ '6 \ • \ c V ■0 11' .‘n A V, 0 \ V \ A ,, \ /ff.. 2 1 - \,• r \ -1. i \ --k 1\ \ ,.\\ \ -... 0. --- 1 •, .,,,, ZwA 3 IS 0 LOT - 5 2.1-0 cK 1 2 M c, 2 SiriPSON ENGINEERS CI 909 ARE-OHNE SPOKANE IdASN. 99212_ 7'1'or ot- � Ij p er tr. rr� r,tar. u.+i MAIMAIN MW. 17.. An✓E FROM No 'TH To SouTH. ENO UHICH Al 5wKE S. ; SIMPsow ENCJNEERS N 909 A.RG.»NNE SPOKANE WASH, 992.12. [Con 6TI-CUCT I HIGH [5ERH ALONG NORTH YkLP. LI'•• V) 5 89 _0'4.2"E. 100 T , 0 0 ID 0 1 0 W . 3 s 4v �0' J5 ' DETAIL[ " V " DITCH to S ole 1 NO SCALE MIN Co li iPIZOPERTY L1 1.1E ,� WIDE p2Al Nr.GE rIENT r / - P f3Tz.�a. r E .«, Et Q.t./. = . era 0 O O cr NO SCALE -41.— 5 a 2 11. 2 , NATLW\L Cii.c.1N1.] N 7 DETAIL: BERM 0 10 2p DIRT BERM EtiMATlQYJ i z LOT- Co CSLOCK- 1 R IDG.EMONT ESTATE5 S ADD. z 1 ire J‘D L 445.f2:7 (CoNsTRUCT 1'- 1 1 BERM ALONG NORTH PROP L1 NE ° � 1 S 89'2012_2.7E' tio.00 _26 z 0 0 0 r DETAIL : BERM :J1 NO SCALE /IN 5' err NATURAL G( EtEV(1I1IX4 - 0)! vi /NN ti DIRT BERM \T� tin LOT -1 BLOCK- 1 ', I IGEMONT ESTATES ' 4 5L ADD. • 1 ' A411. 0 10 2D IS SiMPSON ENGINEERS N 909 ARC.o1.INE SPOKANE WASH. 99212 9 D Lo-r- 1O r: LocK 1 RIDG.0 $ F I E _5U"I1'50N ENC.I NEE KS N 90 ARLONNE SPOKANE WASH. 99 2_12. Do A - (` irrc-A Dry2 I ( e I op v c-17979-0-3 oto n d !3 S At u. cuts LIMt `• — I• --\••' .4.I.ayyse \H / 0 .i i 208 POND SECTION uo 6c.ALC POW o FLecR. 1 ' uES O.l LL GRATL 1 I J - J GRASS $oO .Va n .1 V Y.V -V y V V.Y V V. POND Be TON J O DETAIL • \\ 0 10' 31414 Y J J Y Y JY 2A IC 0 F PERT L,h 5= (:)rate-. > SIMPSOIJ ENGINEER =• 1.1909 ARG.ONNE P.D, SPOKANE J WASH. 9921 Z 51 E a e- C \ � o _ v C!•c.1S2.nnC.r1 - or 1.11.rl'h c..■onc1 nor' \ - In prop. el,a i� �/ o. Pc,„d I\1' I/ Cu SLI Y •4 5 • 1 Top o{"G rclta. Loy - 15 E&OCIC. 1. RI DGEMONf E`✓TATES Zti S TN ADD. 20$' POND SECTION OCT..IL NO 6CALC 1 , Po i wo Rook Pl uEs i 1 ' ORNW LL 4MTC 17. ILL �' � ' J ° .¢ASS `00 41 47f411♦ VVV Y.V J. /VYVV\ POND Bor1OH \o t fi DOLE RREL D/W To p OF C-11,y, \ T E ELEY. 3CG. bk5 [3 .OTTOIYI 0 • OND ELEV,i3& SIMPS4 ENGINEERS N 9O9,<ARGONNE SPOKANE,WASN. 99212 13 .LU PON0 No NP c l Fu.I. Ri.L..... Cry J GhM4yll r ONU Qomicni \`' Q . C:7 Oil .7 7 .P / XC � 0" LOT I g t- oc..973 t.I7 aEN\DU.1T Ft,�TE KID. 4- OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON TO: Jeff Forrey, Department of Buildings FROM: Gary Nelson DATE: June 11, 1992 SUBJECT: B.C.C. resolution # 91 -0882 Implementation Attached are the individual lot plans for each lot containing a swale in RIDGEMONT ESTATES NO.4 5TH ADD, plat# P 1423 D. Please give the appropriate lot plan to the individual applying for a building permit on the lot, so they can draw their house and approach to scale on the lot. We will need this plan, and the corresponding $1000.00 cash surety, in the form of cash, letter of credit, or savings assignment, before we can issue the approach permit. Also attached are the letter of credit and savings assignment forms. If you desire, we can meet to further discuss this new process. k \j\f\assign.208 AMOUNT: TO: SUBJECT: Gentlemen: k \j\f\assign.208 $ 1,000.00 IRREVOCABLE LETTER OF CREDIT SPOKANE COUNTY ENGINEERS 811 NORTH JEFFERSON SPOKANE, WA 99260 -0170 NO. LOT BLOCK RIDGEMONT ESTATES NO.4 5TH ADD (Plat) PLAT # P 1423 D . (Development) We hereby authorize our irrevocable Letter of Credit in your favor, and authorize you to draw on the (bank), a draft up to one thousand (Dollars) ($1,000.00), for the account of (developer). The draft, drawn under this Letter of Credit, covers the assurance of completion of installation of storm drainage, drainage swales, sod and other work as is incidental and related thereto in accordance with the drawings and specifications as submitted to and approved by the Spokane County Engineer's Office on (date), and is to be accompanied by the following documents: written request by Spokane County Engineer's Office to (bank), at the above address indicating non - completion of all or any of the above improvements and that amount of money required to complete such improvements. We hereby agree with the drawer, endorser and bona fide holder of this draft, negotiated under and in compliance with the terms of this credit, that said draft shall be duly honored upon presentation at the (bank), at any time before completion of the above - described improvements or performance, in which event written notice shall be given by Spokane County to the bank. (developer) shall be responsible for any cost incurred by the county in excess of the amount of security. Drafts, drawn under this Letter of Credit, shall bear on their face the words Drawn under (bank) (bank address) Credit No. Dated Bank Name: By: (authorized signor) "AGREEMENT" In consideration of the issuance of a building permit for Lot , Block RIDGEMONT ESTATES NO.4 5TH ADD (plat) plat # P 1423 D (Developer) has deposited $1,000.00 with Spokane County as security for full and faithful performance by Developer respecting certain drainage facilities and sod in accordance with the drawings and specifications as submitted to and approved by the Spokane County Engineers Office on (date) 199 . Developer hereby agrees that should such drainage facilities and sod not be constructed in accordance with the approved drawings within six months of occupancy, Spokane County may then use the security to bring these facilities and sod into conformance therewith. Developer shall be responsible for any costs incurred by the county in excess of the amount of security. Spokane County agrees to return to Developer any unused funds upon satisfactory completion of these facilities and sod. NAME & ADDRESS TO BE RETURNED TO: (Developer Signature) DATE k \j \f\assign.208 2; .0 ei L i - f.? 0 n. r 0 ■ u1 l 0 L n_ 0 2U _ Avr_• Lion s1YuCT 6 Cur Cu* c7- 1-^ t-OS Lo -1-- 1 l:a.GC\ I .IOCCr - ,o� 1 r / TE 4- S —" Anc. 4 1 P Id E 1.4 a 1 C `I 0`II ,CROON I.IL Oki, V /AS 1 - -1. Q92_1 _ -off H • O i' C \nc.ctc Apron ro 4o. Ic to o r f ..t Ii ....de • 4 26:cb 1; o -S (s r.: ,-4 • 1 rl� o Gro.1 =1-I e 20 10 0 •t--- - E VINES bib 9 3 " 2-013 " POND' SECTION DETAIL NO SCALE \ Yne6 re pond L. bG she.. than St ree+ o' 10 z• .ritirfre- t. V e `yvj 1- 14'4 a. '' iie = 44. 10 ativA 01 , \ o a �- E 7 /k P a e o. r-o.u_ 111 FE.e.T 5 42 1) o LOT . Z NC.INeeR.s . N - 'oq ARG.ONNE SPOItANE WA ZI"L vourrua rSktr.EU Deyvll - - 1 - 0 o h= . GR PCt a S5 2 .:LZ . -LL } G1...TC EXPIRES bIb 93 Lot Z S1-° -V- 1 �LIDlaE1�Ql1T eSTATFh hlo.4 C,? ADD'I, off.. POLL❑ SC-C-T10 a :TALL. C P.4^ at•ou. 4w, 1 OWL) C3oTT0 d 0" m 0 0 L 30 ' S4-144a 7- F(00 EL EV. 4 U.Euv 42s 5. ENV GLmz 4' x loo' 3 :1 `7LO 1 1 J •711. - 1ALE �7El Tlol.l rIETA�L 0 S,.Io-ler Floor- Elzu. 4S° N. End U a � (lZ-) 44 S. End II U' .09 --1- tl Ire- 0 I Zolc' Root 4 kI1Dc ��_Z . r z 11Y, Lo i 4 J 6 FLOO2 L j , - I - ENO To 6E ALL hi pet Ex cvr LOW 0MeaW9J To 14E4T <i ENO To 6L Mtwt, frA3oJE. R.00 cc_ �D 1 EXPIRE'://17/91 o' `x ALE. I.l SET d 7.0 SIMPSON ENGINE/ N909 ARG:p "ARE • • SPO }f.'ANE WASH, '99211_ LOT 4 - [SLOG 1 E.IV(aE&tLIT Et,TATh9 I.IO. - r 1 TM & -!, 2 IN. 4 lJ 7 4 J R L"E L w a 0 1 0 50= N 819" ZOI' at' I\ a I 1 15 1 Sula 44 1 Fl olo rEl ._ 4% N. End 441 - S. Eric! Pt I� F I � W I lu I a W —WI Z I I 3,, I 51OF5 )GE LOW END 0 BC MM. B ABP -'E FL R 5 \� 4- 'j" M N 1? FLOOR 4= WIDE LOWEST END TO BE 6" HIGH I OvERFLOw To 5WALE FLOOR LINE 6MWE WFM GRASS OM • OVERFLOW FROM 54111E 1 TO 5w.43..E 2, #ND Swks 2 To iw ■ \\ D1 � 30 1.11 1U \ 1p 1 1 y\ \1, 11" L V 1 R-) L° A 19 •� \:n . /��1 f ':IAIH riJn m1,-4, 1'i': X14 v.= '� •:�`L + / "1 i �il�! / FF'1g01 NGi.TH lc :61.T1, 1 _ ___ ..._ LOT - 5 BLOCK 1 SWALE SECTION DETAIL - R at ONT EST •TES 4 5 —N ADD. NO SCALE LANE. SIHPSON ENGINEERS N909 ARGANNE SPOKANE WASH. 99212 w 0 z w Z 4 ZS° W W Z ..a.. yML MAIM - MN MIN. 1 . SLOP FROM NORTH TO SOUTH. END DITCH AT 5w/4.6 1. .SIMPSON ENGINEERS N `1D9 14RC.ONNE SPOKANE WASH. 99212 CUhS'TROct I. HIcj-I DEP. M ALONG ■ PP P. LI'••T 5 a9 -_o' Jt ioo.00 DETAIL "V" DITCH to S ale I NO SCALE L /sc. /0' So. • (o - DETAIL : BERM W Qc G l e- - PROPE RTY .LI/WE N 5' WIDE pRAlrll :.l EA,6E MEN 1 0 0 0 cr NO SCALE r� Lr 14- 86 N 7 Wet to "L 5' NATLWAL GHJ.INU ELCVA71tr4 - LOT- Ca BLOCK- 1 RIDGEMONT ESTATES S ADD. Top ©�rvn Eliv.. 8 DETAIL: BERM F u d 2 /L \(/.\ ° C /111 .. ..-! 2 ' CONsTRucr 1 1 BERM ALONG NokmIJ PROP LINE S 8 9 °20' Z2 E `10,00 NO SCALE 5' vi /'v\ N G &42 ). ).. ).. DIRT B&/CM •� Z NATIttA - GRJUNLU ELEVATION — .Ito -to Elate. 4-7 LOT -1 6LOCK- 1 GEMONT ESTATES 14 4- 5[ ADD. N e b 0 10 ;co IS SIMPSON ENGINEERS N 9O`1 ARGONNE SPOKANE WASH. 99212 . T c o-1' r r m `1 ems• 4-7 D " \ _ ProPERTY u�e.�. SS`J LO - L•L E I�o +r. Ia8•ci4 J`` ff^ I � , I - �rzuncg C- C.cts ctme.if cc,- L7cr'Wt �✓! (.I 2 aa.rw‘ G.1c„ York - lek Drop, fin:_) Et-,a parr. cam{` Pcr,c "N' 20 10 0 SIMPSO'J ENLINEEr. N909 ARG.ANI,IE RD, ` , wAS% -1. 992.12_ f _N0.BLl 4 1 � ( ` F =� 1 tl J � (9 l J • 1.4 Loy - - IS F5L3 CIL 1 RIDGEh1oNT ESTATES 4 5, — ADD. ..I 1 208 Pogo SECTION DET/.IL NO 6CALE • I d,O II POND PL. l \ `F YIVL pc I l L Bcoor-c To7 0 "G recta 42 5 To �' I=; �.1 -•, GI I Qu. 4 -C I u:. -1,„ ' - . I -y O 0 f' L C=V e --alzAS5 non + „^ LL,WIKJV.MV Y. V.v V V: POND BOTTOM \ 0 ZL 00 Pre 3'14,M. .'JJ. J -1 1, Dou Top 0 I_; oto _SIMPSON EM-lr WEEK=". N 90 9 1 ARG014.14E _ SPOKANE WAS14... 99 LI LN \rrc\ a +e a 9 - �R 4 ' v 30 L0 JO..GLOC'G 1 L : .RIDGCMONT ESTATES 14 4 5 LAG.I :. 7 --cvti11Lhlt L , • i 0 l/ / 2/ Pow o !Loot • i ... � Dil LL GRAIL "1C r \1 L ' j 4,0 4WSS Soo �4 u I Iv vY. ✓.V JV V.YV POND BO TOM -J \/ 0 0 7 /\ ‘‘ 2.08 " POMO SECTION DETAIL NO 6GALL 0 . lo' 'n • - L .97" �/ D EASEMENT\ x ?� ..POND BOTTOM ELEV..34.3,5 20 0 13 0 SIMPSOLI ENC_IN[c 1.1909 AI?GONL1E C. 31 r,f.NE , WAS4. ' 1121 Z EXPIRES VIT 93 LoT- 12. BLOCK 1 RIDGEMONT ESTATES 3m ADD. , • C�LS • 4' 208 POND SECTION DETAIL NO SCALE 3 POND PLOoR. -F_ . I 1 • - I I I X ` 'I E5 . p 1 1 / 00..YW LL CRA1C r 'j m (' GIUSS 500 ■ J uJ�':va.r.v.v POND •ROT TOM - \z To P o1=C. B-)TTO �o\ `za, T D I d 7o' 2RE1_ WV/ \ 7E. ELEV. 34,.ikS POND ELEV�3 �\ / SIMP'S,�l ENVINEER N 9 O RRGtNNE S p. KANE,WASH. 992.12. .Y r a �Cuiwl ING r / et • i 3 J 0± 1 P lfi LOT R,Lo P:.,L if t c:w.a. :uu KThi[LlJ YON❑ L °T r..M y" /O . �% o %e ,�{ \ tJ Peaff.JeloLiT Ffj"f'eb r.UD. 4 c 1 "Ar1 * 1 ASSIGNMENT For security purposes only, (developer) hereby assigns to SPOKANE COUNTY, a political subdivision of the State of Washington, the following: Savings Certificate Number in the face amount of $1,000.00 and held in and by Bank of (bank address) This assignment is made as security for the full and faithful performance by (developer) of certain drainage facilities and sod for LOT BLOCK , RIDGEMONT ESTATES NO.4 5TH ADD (Plat) Plat # P 1423 D in accordance with the drawings: and specifications as submitted to and approved by the Spokane County Engineers office on (date) 199 Any interest benefits accruing under said savings certificate shall remain the property of (developer) Said savings certificate to be released to (developer) any other party only with the prior written consent and agreement of Spokane County. PROVIDED, FURTHER, the undersigned does hereby authorize (bank) to pay over to Spokane County all or a sufficient portion of the monies in the savings certificate referenced hereinabove upon written documentation being received from the Spokane County Engineer indicating that the purposes for which the savings certificate was assigned have not been fully and faithfully performed as required and a statement of that amount of money which the County Engineer as required and a statement of that amount of money which the County Engineer deems necessary to complete such obligation. Upon receipt of such written documentation, (developer) hereby authorizes (bank) to release to Spokane County that amount of money requested up to the maximum amount in the savings certificate. (developer) shall be responsible for any costs incurred by the county excess of the amount of security. DATED this day of 199 President Secretary DATED this day of , 199 STATE OF WASHINGTON ) :ss County of Spokane ) Notary Public in and for the State k \j\f\assign.208 Branch BANK OF DEVELOPER On this day personally appeared before me to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that _ signed the same as free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN UNDER MY HAND AND OFFICIAL SEAL this day of , 199 of Washington, residing at Spokane 35.00 S8970'22 N8970'22" W 513.35' S8920'22 "E c „ I' ' BM ` \03_, O 11,116. sq. ft\ \� P \ • #' \ CP \,. p \ d D Q49,2 \ \ \ 10,505. sq. ft. , 4 O N 't� � \ `� 13 �P p � ti`s N p \ cp. \ \(5‘ S -) \ \ . 11,164. sq. \ ft. . \ DRAINAGE 0.. EASEMEN 10,000. ` sq. ft. s, . 12,4 4: sq. ft. -1- -- DRAINAGE EASEMENT 3) 15 12,1036. sq. ft: le•30' BUILDING SETBACK O'22 E = - - 90.00'- - 12,531. sq. ft. SETBACK 10,040. s S88®7 * 1 S 6v 11,319. sq. ft. DRAINAGE EASEMENT i i i UNPLATTED 18,873. sq. ft. 14 30' SUILOIN0 $ET&ACK LNS 18,128. sq. ft. Begin at the Northeast corner of Lot 5 Block 1 of RIDGEMONT ESTATES # 4 4TH ADDITION; thence S83 ° 02'09 "W along Lot 5 Block 1 of RIDGEMONT ESTATES #4 4TH ADDITION; 112.99 feet; thence S80 ° 51'41"W 233.27 feet; thence NO0 ° 39'38 "E 137.71 feet to the beginning of a curve concave to the Southeast with a radius of 20.00 feet; thence along a central angle of 71 *28'23" ; thence Northeasterly, along the arc , 24.95 feet to the beginning of a non tangent curve concave to the Northwest with a radius of 515.00 feet, a radial bearing. of S17 ° 51'59 "E, and a central angle of 18°31'37" ;thence westerly, along the arc, 166.53 feet ; thence N89 ° 20'22 "W 443.35 feet to the beginning of a curve concave to the Southeast with a radius of 20.00 feet, arid a central angle of 90 ° 00'00 ; thence Southerly along the arc 31.12 feet; thence N89 ° 20'22 "W 35.00 feet to the East R/W line of SULLIVAN ROAD; thence NO0 ° 39'38 "E along the East R/W line of said road, 100.00 feet; thence S89 "20'22 "E 35.00 feet to the beginning of a curve concave to the Northeast with a radius of 20.00 feet, and a central angle' of 90 '00'00"; thence Easterly' along the arc 31.42 feet; thence S89 ° 20'22 "E 443.35 feet thence NO0 °39'38 "E 570.00 feet; thence S89 ° 20'22" E 343.44 feet thence S67 ° 52'01 "E 63.82 feet, thence N71 ° 15'24 "E 125.00 . feet; thence S26 ° 13'11 "E 84.57 feet thence S33 °41'45 "E 187.21 feet; thence S56 °18'15 "W 313.78` feet; thence S33 ° 08'10 "E 136.33 feet; thence S12 22'15"E 68.45 feet thence S02 ° 45'20 "W 136.49 feet to the point of beginning. Situate in the County of Spokane, State of : Washington. The public water system, pursuant the WATER PLAN approved by County and State Health authorities, the local fire district, County Building and Safety Department, and water 'purveyor, will be installed within this plat, and the subdivider /sponsor will provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot and prior to issuance of a building permit for each lot. No more than one dwelling unit shall be placed on any one lot , nor shall any lot be further subdivided for the purposes of creating additional lots or building sites without first filing a replat. The owner(s) or successor(s) in interest agree to authorize the County to place their name(s) on a petition for the formation of ULID by petition method pursuant to RCW which the petition includes the owner(s) property and further not to object by the signing of a protest petition against the formation of a ULID by resolution method pursuant to RCW Chapter 36.94 which includes the owner(s) property. PROVIDED, this condition shall not prohibit the owner(s) or successor(s) from objection to any assessment(s) on the property as a result of improvements called for in conjunction with the formation of a ULID by either petition or resolution method under RCW Chapter 36.94. Lot L BLOCK 4 as shown hereon is dedicated to Spokane County to be deeded for road purposes forever at such time as adjacent property is platted. Use of private wells and water systems is prohibited. Utility easements as shown are hereby granted. A public sewer system will be made available for the plat and individual service will be provided to each lot prior to sale. Use of individual on- site sewage disposal systems shall not be authorized. Drainage easements, as platted and shown hereon, which Are for the purpose of installing. operating and maintaining drainage ponds and drainage facilities to dispose of runoff. are hereby granted. The County of Spokane is hereby granted the right of ingress and egress to all drainage easements adjacent to the public right -of -way. The property owner shall maintain the drainage ponds with a permanent live cover of lawn turf, with optional - shrubbery and /or trees, which do not obstruct the flow and percolation of storm drainage \Vate.r in the drainage easement as indicated by the approved plans. The owners of Lots 1,4,5,6,7 &15 of Block 1, shall be held responsible for keeping open and Maintaining the path of the natural or ,man- made drainage flow " over and acros, the property. An approved lot grading plan exists for Lots 1,1,5,6,7 &15 Block 1, Grading must conform to said. plan on file in the County Engineer's office. The property owner or his representative. shall inform each succeeding purchaser of all drainage easements on the ;property and his responsibility for maintaining drainage, facilities within sand easements. The building setback along Lot. 1 Block 2 is for future use in the event that a road be established along those Lot and will be subject to double frontage building setbacks. The plattor does hereby dedicate forever the streets shown hereon for public road purposes. . • 7� - >- �;�� t�___� - .moo:, !VY °. .`4S.Y. ✓i.T�`7B G. I.iSiw^ .`7�+3i F17G4-'.l ➢G�'d..- ...� Owe.ri KNOW ALL MEN BY THESE PRESENTS, that Sullivan South Enterprises, a Washington Partnership and Tupper & Associates, Inc., have caused to be platted into lots, blocks and streets the land shown hereon as Q 'RIDGEMONT ESTATES No. 4 5th ADDITIONtO and described as follows That portion of the NW 1/4 of Section 25, T. 25 N. R. 44 E..W.M. described as follows. Tupper & Assocates Inc. K J. Tupper\ N WI` s"' fj }. -�5 WHEREOF, I have hereunto =f& gevve written. pires r' (p r3 am am u Y corif NOTARY DEDICATION • -- - _- _- ter_-. ,".;. "`"'" _ �.a .ri ::Y d haeh =b r z?fex PP 4e ar u enneth J. pp Managing Partner ACKNOWLEDGEMENT PU51iC r �®Dm 0 y�,• .pa�T.gie °° SURVEYOR'S .F CA TE a CERTI I °ss��tl WAS�9 TRf correctly represents a survey made by me or conformance with the requirements of the Spokane Coun Pioneer Lane which is a Tract "x Auditor's file No. 9aoc,1S® Lots 1,4,5 and 6 Block 1 are double street frontage Lots, and are subject to double frontage building • setbacks. is subject to Notice Public No.1 as recorded under IN WITNESS WHEREOF, We have hereunto set our hand and affixes. our seal this SPIday of ‘.1u , 1992. Sullivan South Enterprises ikAAL On this 5 - day of tiu , 1992, before me personally appeared Kenneth J. Tupper known to be Managing Partner of Sullivan South Enterprises, a Washington partnership, and also known to be President of Tupper and Associates Inc. as the individual who executed the within and foregoing instrument' and acknowledged the same to be his free and voluntary act and deed for the uses and purposes herein mentioned. Kenneth J. Tupper presented evidence that he is authorized to represent all the partners in said partnership. set my hand and affixed my official seal the day and Notary Public in and for the Stage of Washington Residing at e ,Washington Charles E. Sim #9967 Professional Vie art eyor 20 20 20 o� o 0 z 20 35.00 NET920'22"W(R) The bearing of S80 ° 51'41 "W along the North line of Lots 3 &4 Block; 1 per RIDGEMONT ESTATES #4 4TH ADDITION is the basis of bearing for this plat. FOUND BRASS CAP W/ X IN MON.. CASE RP% NAIL & TAG 18091 IN PP S 30 73.16 X IN S FLANGE BOLT OF FH N 62E , 60.73 X ON CURB ER N62 ° W,51.76 4611 =118923=1211101600918MEIMEM 23G R) COUNTY Spokane County Treasurer Spokane County Assessor Examined and approved this • • LEGEND Set - 1/2' rebar, . cap no. or as -_noted Found:1 /2' rebar, cap no. 8642/9967 or as noted Subdivision Boundary 0= Set R.R. spike W/X A Nikon DTM -1 total station and a -one second Jena Theodolite with Mac EDM was used for this survey FOUND PK NAIL XP 21 SOUTH OF CURB ER, N 35 ° 13 "E 42.65 26 NAIL a TAG 17 363 IN PP N48 ° 09'W,46.93 X 7.4' EAST OF ER CURB,N69 ° 53'E,53.58 BASIS OF BEARING aJ, Spokane ounty Engineer Examined and approved this 1G" Spokane County Ut'es Director Examined and approved this Spokane County Health District Officer Spokane County Commissioners Chairman S89"20'22 E GRAPHIC SCALE (IN FEET ) 1 inch = 50 ft. OFFICIALS I hereby certify that the required taxes on the herein platted land have been paid this day of , 1992 by Deputy Examined and approved this day of , 1992 by Deputy day of Spokane County.Planning Department Director day -of �ll , '1992 day of , 1992 d Examined and approved this day of , 1992 Examined and approved this day of , 1992` = 3421'23" 0 = 3218'58" R = 485.00' R = 410.00' T = 149.93' T = 118.79' L = 290.82' L = 231.25' A = 90 °00'00" R = 20.00' T = 20.00' L = 31.42' L = 58 °46'36" R = 15.00' T = 8.45' L = 15.39' UNPLATTED NPLATTED 100 f bq 443.35 443.35 1992 A = 91'26'41" R = 20.00' T = 20.51' L = 31.92' 200 0 = 95 °56'16" R = 20.00' T = 22.19' L = 33.49' = 42 °49'50" R = 15.00' T= 5.88' L = 11.21' /6\ L = 71°28'23" R = 20.00' T = 14.39' L 24.95' A = 17 °30'50" R = 475.00' 0 T 73.17' Q L = 145.19' o 25 0 0 cr 0 J CO a w 0 x 1- 0 1- w w z 0 a 25 S89 RIDGEMONT ESTATES Nifr1/4 of SECTION 25, FINAL PLAT OF N0. / / / / / / 1 r / / / 5 <K,\\ 1129 / / / / / / / / 0 rn N T. 25 N., R. 44 E.W.M. co , ■■ ■ 4 5TH ADDITION F U5 L 1C KNOW ALL MEN BY THESE PRESENTS, that Sullivan South Enterprises, a Washington Partnership and Tupper & Associates, Inc., have caused to be platted into lots, blocks and streets the land shown hereon as " RIDGEMONT ESTATES No. 4 - 5th ADDITION" and described as follows: That portion of the NW 1/4 of Section 25, T. 25 N., R. 44 E.W.M. described as follows: Begin at the Northeast corner of Lot 5 Block 1 of RIDGEMONT ESTATES # 4 4TH ADDITION; thence S83 ° 02'09 "W along Lot 5 Block 1 of RIDGEMONT ESTATES #4 4TH ADDITION; 112.99 feet; thence S80 ° 51'41 "W 233.27 feet; thence N00' 39'38 "E 137.71 feet to the beginning of a curve concave to the Southeast with a radius of 20.00 feet; thence along a central angle of 71°28'23" ; thence Northeasterly, along the arc , 24.95 feet to the beginning of a non tangent curve concave to the Northwest with a radius of 515.00 feet, a radial bearing of S17 ° 51'59 "E, and a central angle of 18 ° 31'37" ;thence westerly, along the arc, 166.53 feet ; thence N89 ° 20'22 "W 443.35 feet to the beginning of a curve concave to the Southeast with a radius of 20.00 feet, and a central angle of 90 ° 00'00 7 ; thence Southerly along the arc 31.42 feet; thence N89 ° 20'22 "W 35.00 feet to the East R/W line of SULLIVAN ROAD; thence N00 ° 39'38 "E along the East R/W line of said road, 100.00 feet; thence S89 ° 20'22 "E 35.00 feet to the beginning of a curve concave to the Northeast with a radius of 20.00 feet, and a central angle of 90 thence Easterly along the arc 31.42 feet; thence S89 ° 20'22 "E 443.35 feet thence N00 ° 39'38 "E 570.00 feet; thence S89 ° 20'22 "E` 343.44 feet; thence S67 ° 52'01 "E 63.82 feet; thence N71 ° 15'24 "E 125.00 feet; thence S26 ° 13'11 "E 84.57 feet; thence S33 ° 41'45 "E 187.21 feet; thence S56 ° 18'15 "W 313.78 feet; thence S33 ° 08'10:. 136.33 feet; thence S12 ° 22'15 "E 68.45 feet; thence S02 ° 45'20 "W 136.49 feet to the point of beginning. Situate in the County of Spokane, State of Washington. The public water system, pursuant the WATER PLAN approved by County and State Health authorities, the local fire district, County Building and Safety Department, and water purveyor, will be installed within this plat, and the subdivider /sponsor will provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot and prior to issuance of a building permit for each lot. No more than one dwelling unit shall be placed on any one lot , nor shall any lot be further subdivided for the purposes of creating additional lots or building sites without first filing a replat. The owner(s) or successor(s) in interest agree to authorize the County to place their name(s) on a petition for the formation of ULID by petition method pursuant to RCW 36.94 which the petition includes the owner(s) property and further not to object by the signing of a protest petition against the formation of a ULID by resolution method pursuant to RCW Chapter 36.94 which includes the owner(s) property. PROVIDED, this condition shall not prohibit the owner(s) or successor(s) from objection to any assessment(s) on the 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. Lot 1, BLOCK 4 os shown hereon is dedicated to Spokane County to be deeded for road purposes forever at such time as adjacent property is platted. Use of private wells and water systems is prohibited. Utility easements as shown are hereby granted. A public sewer system will be made available for the plat and individual service will be provided to each lot prior to sale. Use of individual on -site sewage disposal systems shall not be authorized. Drainage easements, as platted and shown hereon, which are for the purpose of installing. operating and maintaining drainage ponds and drainage facilities to dispose of runoff. are hereby granted. The County of Spokane is hereby granted the right of ingress and egress to all drainage easements adjacent to the public right -of -way. The property owner shall maintain the drainage ponds with a permanent live cover of lawn turf, with optional- shrubbery and /or trees, which do not obstruct the flow and percolation of storm drainage water in the drainage easement as indicated by the approved plans. The owners of Lots 1,4,5,6,7 &15 of Block 1, shall be held responsible for keeping open and maintaining the path of the natural or loan -made drainage flow over and across the property. An approved lot grading plan exists for Lots 1,4,5,6,7 &15 Block 1, Grading must conform to said plan on file in the County Engineer's office. The property owner or his representative shall inform each succeeding purchaser of all drainage easements on the property and his responsibility for maintaining drainage facilities within said easements. The building setback along Lot. 1. Block 2 is for future use in the event that a road be established along those Lot and will be subject to double frontage building setbacks. The plattor does hereby dedicate forever the streets shown hereon for public road purposes. Yiiva e r - - • .�wr -.� e • • __ ( e .para.te- __deol ar-a ion' _of c atenan t 1� a u drt n e- -- t,-i n==a=nd- rrraint-e-na-nee -of = 4- r-ac -t om." - private road recorded under Auditors Do tier - ie-nt which by reference. is- made a - part-..h-ereetf. Tupper & Kenneth J. • q' comma .expires NOTARY (D Pioneer Lane which is a Tract "x" is subject to Notice Public No.1 as recorded under Auditors file No. 92.OGI SO41 ?_ • Lots 1,4,5 and 6 Block 1 are double street frontage Lots, and are building setbacks. IN WITNESS WHEREOF, We have hereunto set our hand and affixed our seal this , 1992. On this ` day of ' • « • , 1992, before me personally appeared Kenneth J. Tupper known to be Managing Partner of Sullivan South Enterprises, a Washington partnership, and also known to be President of Tupper and Associates Inc. as the individual who executed the within and foregoing instrument and acknowledged the same to be his free and voluntary act and deed for the uses and purposes herein mentioned. Kenneth J. Tupper presented evidence that he is authorized to represent all the partners in said partnership. IN WITS WHEREOF, I have hereunto set my hand and affixed my official seal the day and y.e ,E..fL -,t the written. • Associates Inc. Tupper;, P� ' A CKNO W L ED GEMEN T I�. °. ST � c�. „' � • S '4 . 4' ° : YYP\S \��.'Q T . IL 'a l p correctly represents a survey conformance with the requirements of the DEDICATION -- '�_ l - .2-Lc -� Notary Public in and for the State of Washington Residing at ,Washington SURVEYOR'S CERTIFICATE made by me or Spokane Coun Charles E. Sim Professional subject to double frontage i ■, EXP?RES 1 :17' e day of Sullivan South Enterprises - .\\ Kenneth J. ppe], Managing Partner ion in ▪ nance. 9967 eyor 20 , 20 20 20 • • 11\1811.27'12"E R) 1 s ft. SS A 8 7 ,9- , \ °I .k5' o \ 66, 51.52 0 .1\\-` 1 0 .01 \c, o o, 11,116. sq. ft. \ 14 X 2 5 ' J 12 0 54 \ \ ' \,.. elPSE \o,ENt 13;297. sq. \ \ \ 0\ \ \ xkG s \ \ \.7 9 ft. \o 1V\ 5 2.4 N � PSME a � o 12,796. \ 3 sq. ft. PG o \ " \ J \ \. °0 0 �1 \ \\ C / � \ 1- \) `�� _N \ \ 10,901. sq. ft. 2 j \\ \\ \ \ 13 \ \ \rn ft . `� �, �� \ 4 5\o�� o o h \\ '\ 4 ]' \ O \ \ O \O. 11,164. sq \ ft. \ \° DRAINAGE C. / \ � 12 ,, EASEMENT \ -" 0 0. / 7 o �\ \G 1�5 po �`�1 • 0 2 ��ti S 10,505. sq. o o 0 . b ° 1\1,164. sq. ft. \ \ 2o \ \ 10 o o . \ \ \° / DRAINAGE 7 EASEMENT/ o ".710- 7 s,, 2 32 4 0� �0• 10,000. sq. ft. o\ G - / ss- / a � / `Lb J`P j: 0P C / 11 2 \ , \ \ J� a�� N � 5 �GJ V 1- � ; S \ \ 12,414. sq. ft. 1 / DRAIN98E EASEMENT / O /�O ,0 ▪ \o i / / / to 8 • . b, b• 18,128. sq. ft. 76.47' 39.11' / 3 Lt . . F a s s, 18, 761. sq. ft. 0) o / 1ti7 K / g ys,0 / X 01, / \ .i - t _ \\' 4 N. N 15,165. sq. ft. O 0 tri 0 rn 0 35.00 S89'20'22 ( 25 0 0 lY 0 J CD n. • I� • • UILDING SETBA c O 3 \ P 10,040. sq ft\ \o , N S / 2 sq. ft. \ \ ° 3r; ERAIN EASEMENT � / \\ / w I- D X 0 w z -J 25 rr 1 / 50.00 NE09'2c '2. "W4R) \°‘ \ _ 13126 r sq. ft c0 tn 0 0 A 0 1 _ 6 j,\N0)\\ I \ 12,910. sq. ft. \ 4 \ P G� � 5 \\ J\ \ �G 0 M s., o 112,653. sq. ft. R =50' S88'7'13 "W 1 0 25 , 25 V J ° of \ \ MEN 0. ■ i 12,531. sq. ft. co r0 0) i rk 0 Z DRAINAGE •• EASEMENT L I sEME "T Is ' 1./11 �' - - 1�a• \ o_ 7 UZEILITY N EASEMENT �� \\ \\ 's od M 0 0 z \ 79 :16 • 1 18,873. sq. ft. 3CT6ACK LPts _ S76 . 0 2'53 12,221. sq. ft. DRAINAG . 0 1 EASEMENT \°- 1 15 n� \ \ o\ \° • 35.00 FOUND BRASS CAP W/ X .IN MON. CASE RP's NAIL a TAG 18091 IN PP 5307, 73.16 X IN S FLANGE BOLT OF FH N62£ ,60.73 X ON CURB ER N62 ° W,51.76 R) N5970'22'W(R) The bearing of S80 ° 51'41 "W along the North line of Lots 3 &4 Block 1 per RIDGEMONT ESTATES #4 4TH ADDITION is the basis of bearing for this plat. -a as I hereby certify that the required taxes on the herein platted land have been paid this day of , 1992 Spokane County Treasurer Examined and approved this p4; day of Spokane County Assessor Examined and approved this day of Spokanee:8ounty Engineer Examined and approved this day 46.... ....Alt Spokane County IA lit4es Director • Examined and approved this rz Spokane County -Planning Department Examined an approved this LEGEND • Spokane. n y Health District Officer Examined and approved this Spokane County Commissioners Chairman 0= Set rebar, cap no. 8642/9967 or as moted Found.1/2" rebar cap no. 8642/9967 or as noted = Subdivision Boundary A Nikon DTM-1 total station and a Axle .second Jena Theodolite with Mac EDM was used for this survey 50 0 FOUND PK NAIL X 7 EAST OF ER CURB, N69 E,53.58 BASIS OF BEARING . COUNTY OFFICIALS GRAPHIC SCALE 25 50 by Deputy by Deputy day of' day of 100 Director PLATT , 1992 R = 20.00' T = 20.00' L = 31.42' Ar 443 35 443.35 200 , 1992 day of , 1992 CURVE DATA R 410.00' T = 118.79' 231.25' R = 20.00' T = 20.51' L = 31.92' L = 15.39' L = 33.49' A = 17'30'50" R = 15.00' L = 11.21' R = 20.00' L = 24.95' - -- 2 - 0-TH-A VEN-U E I r 343 o BUILDING SETBACK crt S8 UNPLATT 4 • 9 5 6-' cp AUDITOR'S CERTIFICATE Filed for record thls . day 1992.. at .M. In Book of Plats on page at the request of 12 co 1 0 ccit 8 11 10 9 • ■ • FINAL PLAT OF RIDGEMONT ESTATES NO. 4 - - 5TH ADDITION Nr1/4 of SECTION 25, T. 25 N., R. 44 E.W.M. Scale in Feet 50 100 Asphalt 51 ��xis +in9 R/w �nsr.MN� c') - EX /ST /NG 3 /O Fag TELEPHONE VAULT F;t1:V e e v�rb - �crrd Cut ter "� ti 4 Cu PcAi� R , 90 0 L , z0. 0 0 " - r ; 3 x•4 2 20 .00 Construct Curb Openings 4' wi de , G" deep @ 5 +a. 8 +90.80 te-Ft and right 55 +49.18 TBM Top of Fire Hydrant, west of Sullivan Road and 120' north of 20TH Avenue. ELEV. = 2046.15 f Pathway, Drainage LandscaFe G` Pathway ie .-- Future. R/w Vosr■es Varies 10.3 -to 13.00 Varies 1t.0 to 13. Concrete Pavevnev. +, Class Conipac +ed Depth Concre. -Pe Pavement Class "E ", 2`Covrlpac+ed Depth Sur-fa �ir To Course, w" Cow,Pacted Depth EXISTING MN - e, -1- 62 63 future Curb 10 Pathway r- Future Curb and Gutter. Pa +hway,br. inage,Landscape Curb and Guitar , "1", Cozen + ' Standard ;Aare omit ►jjitt tint -ENE =1111E1====1111 ��.1�1� i/ � �� =iie 11111 �� UTs 101=IN=NM all111111111=11111111 •1111111111a =MIN r .1r.�! =.1 �� M111%• MIMS MN= En= ∎Wr. _ teMN= NM= ■IIIM Giiii= �1= 1.1) d1 t_MM1111311r.111111111111•11=1 =ME =iiii•IMIN1111111=111= I ME I MNI I EMZ I M111=1rri 1 =111' MI !I !E 1I'A 1 M11•11111==1•1111= GM= .. =NM NUM =INN =NMI 111111111111111=1r!1 __. 1 =I= MIMI EN= )7111=1=111111111=1111•1111111% I�I-' �1 4 �.AY�7ell 1== =1�� as 111=11•111M1011111•1=i1111===lfi u / / - dal == Mill= IL=1 N11111===11 __Ii'1111 =NM NM= al111=1=1111111 =11111111 1•1110111 ■1 NM= ■111111 MINIIIIIII =11= 111==== rA ii •111111111111=11=1 =NNE N1111111111 11111111111111=111111111 M1111111111111 N11111111111111111111111111 MIN= MIMI =1111111111 MINIM =1111111 111111111111 =INN 1•11111•11 MIMI NINIMM MINE =II= INIIIIIMIN NUM =NM N1111111=111111=111=1 4 11•1111=111111111•11■1111.11Mminmiliiiiiiii1 MIN Who, =1=1111 111=111MNILI V JMplIPM\ IIIMEN,1 1 19111■ 111=111111111111=P- -"NINIIIIM11111.111=1111.11111 A IG� 1► .4.leaU1�_7I1�? ICMIN1V�[11ierAlMM M I NM= ..41111 W.AP/11 FL =MN all=1111111■rdamplIMMIN1211,11IIVNI_IIIIMINEM1111111=11111..111111 1111111111111=111=1=111111NAP" W'111.11111111.11111=1111 NEM =1111111111111111=1 w 1- m ILI W ce W N W 1- 0 0 O O 0 Z Z 49 50 51 52 53 54 55 56 4,, HIGHWAY FEDERAL AID SHEET PLATE 1-SINGLE PLAN AND PROFILE -FULL LINE /1•TELEDYNE PRINTED IN U.S.A. 57 58 59 60 61 62 63 DEDICATION KNOW ALL MEN BY THESE PRESENTS, that Sullivan South Enterprises, a Washington Partnership and Tupper & Associates, Inc., have caused to be platted into lots, blocks and streets the land shown hereon as "RIDGEMONT ESTATES No. 4 - 4-th ADDITION" and described as follows: That portion of the NW 1/4 of Section 25, T. 25 N., R. 44 E.W.M. described as follows: Begin at the Northeast Corner of Lot 1, Block 1 of Ridgemont No. 4 -2nd Addition, as per plat recorded in volume 19 of Plats, page 71; thence N 89 ° 20'22 "W 218.00 feet to the Northwest corner of said Lot; thence S 00 ° 39'38 "W 25.00 feet to the Northeast corner of Lot 2, :Block 2 of Ridgemont No. 4 -3rd Addition, as per plat recorded in volume 19 of Plats, page 79; thence the next 6 courses and distances along the Northerly line of Ridgemont No. 4 -3rd Addition, N 88 ° 33'20 "W 126.44 feet; thence N 62 ° 20'22 "W 175.00 feet; thence S 27 ° 39'38 "W 56.00 feet; thence N 62 ° 20'22 "W 125.00 feet; thence S 27 ° 39'38 "W 100.00 feet; thence N 89 ° 32'42 "W 175.97 feet to the Northwest corner of Ridgemont No. 4 -3rd Addition; thence N 00 °39'38 "E 295.95 feet; thence N 80 ° 51'41 "E 233.27 feet; thence N 83 ° 02'09"E 112.99 feet; thence N 02 ° 45'20 "E 136.49 feet; thence N 12 ° 22'15 "W 68.45 feet; thence N 33 ° 08'10 "W 136.33 feet; thence N 56 ° 18'15 "E 313.78' feet; thence S 10 ° 39'07 "E 65.20 feet; thence S 23 ° 15'53 "E 135.36 feet; thence N 70 ° 47'11 "E 30.14 feet; thence S 13 ° 57'43 "E 153.65 feet; thence S 00 ° 14'32 "W 216.32 feet; thence S 89 ° 20'22 "E 233.59 feet; thence S 13 ° 07'59 "E 47.66 feet to the beginning of a curve concave to the Southwest having a radius of 435.00 feet; thence Southeasterly through a central angle of 13 ° 47'37 ", an arc distance of 104.72 feet; thence S 00 ° 39'38 "W 170.00 feet to the Northwest Corner of Lot 1, Block 2 of Ridgemont No. 4 -2nd Addition; thence N 47 ° 21'08 "W 67.27 feet to the Point of Beginning. _ Situate in the County of Spokane, State of Washington. The public water system, pursuant the WATER PLAN approved by County and State Health authorities, the local fire district, County Building and Safety Department, and water purveyor, will be installed within this plat, and the subdivider /sponsor will provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot and prior to issuance of a building permit for each lot. No more than one dwelling unit shall be placed on any one lot , nor shall any lot be further subdivided for the purposes of creating additional lots or building sites without first filing a replat. The owner(s) or successor(s) in interest agree to authorize the County to place their name(s) on a petition for the formation of ULID by petition method pursuant to RCW•36.94 which the petition includes the owner(s) property and further not to object by the signing of a protest petition against the formation of a ULID by resolution method pursuant to RCW Chapter 36.94 which includes the owner(s) property. PROVIDED, this condition shall not prohibit the owner(s) or successor(s) from objection to any assessment(s) on the 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. Lots -1,2.3,46(5 BLOCK 4 as shown hereon is dedicated to Spokane County to be deeded for road purposes forever at such time as adjacent property is platted. Use of private wells and water systems is prohibited. Utility easements as shown are hereby granted. A public sewer system will be made available for the plat and individual service will be provided to each lot prior to sale. Use of individual on -site sewage disposal systems shall not be authorized. .___ _____._._ Drainage easements, as platted and shown hereon, which are for the purpose of installing. operating and maintaining drainage ponds and drainage facilities to dispose of runoff are hereby granted. The County of Spokane is hereby granted the right of ingress and egress to all drainage easements adjacent to the public right - - way. The property owner shall maintain the drainage ponds with a permanent live cover of lawn turf, with optional shrubbery and /or trees, which do not obstruct the flow and percolation of storm drainage water in the drainage easement as indicated by the approved plans. The West 15 feet of Lot 2, Block 1 as shown hereon is a Drainage Easement for-use by this or future plat or by Spokane County, solely for the purpose of constructing and maintaining stormwater drainage facilities. The property owner or his representative shall inform each succeeding purchaser of all drainage easements on the property and his responsibility for maintaining drainage facilities within said easements. Individual driveway access permits shall be required prior to issuance of a building ._.permit for driveway approaches to the County road system.. Driveway appraoches shall be constructed in accordance with the approved plan on file in the County Engineer's office. Existing drainage easement at the entrance of 21st Court as recorded under Auditor's Document No. 9104040040 will be abandoned when street is dedicated through platting of Ridgemont Estates #4 4th Addition. The plattor does hereby dedicate forever the streets shown hereon for public road purposes. - The building setback along Lots 2 and 3 Block 1 is for future use in the event `. that a road be established along those Lots, and will be subject to double frontage building setbacks. IN WITNESS WHEREOF,; I have hereunto set our hand and affixed . my seal this c, day of 4992. Kenneth J. Tupper, esiden Kenneth J. Tuppe Managing Partner The bearing of S 89' 20' 22" E along the North line of Lot 1 Block 1 of Ridgemont Estates No. 4 3rd Addition as recorded in Book 19 Page 79 of plats was used as the basis of bearing for this Plat. This map correctly represents a surve direction in conformance with the re County Subdivision Ordinance. Charles E. Professiona Examined 3 `Spokane County Assessor Examined Spokane County Engineer Spokane County Utilit'es Spo.ane C' D = 61'21'23" R= 531.59 T= 315.36 L= 569.27 IA =25'37'57" R= 410.00 T =93.27 L= 183.42 G1 IA =I3 °47'37" R= 410.00 T =49.59 L =98.71 CERTIFICATE curve data COUNTY OFFICIALS I hereby certify that the re r ed taxes on the herein platted;,_ land have been paid this ' day of 1992 z � - and approved this and approved this Examined and approved this (5 day of Examined and = pproved t X3 day of day of ?_ , 1992 irector y Planning Department Director Examined and approved this . . • day of t 1992 'Spokane County Health District Officer Examined and approved--this day of Spokane County Commissioners Chairman under my th_ Spokane L.S. #9967 �d Surveyor STATE OF WASHINGTON)SS . COUNTY OF SPOKANE ) • c t. On this " day of O U V , 1992; before me personally appeared Kenneth J. Tupper known to be Managing Partner of Sullivan South Enterprises, a Washington partnership, and also known to be President of Tupper and Associates, Inc. as the individual who executed the within and foregoing instrument and acknowledged the same to be his free and voluntary act and deed for the uses and purposes herein mentioned. Kenneth J. Tupper presented evidence that he is authorized to represent all the partners in said partnership. IN WITNESS WHEREOF, I have hereunto set my hand and affixed m official seal the day and year first above written. My commission expires .a 1 sq. ft. Dd 11,491. 2323 �- S89'20'22 "E - 25.74 25.74 16,351. sq. ft. L = 73 � 25 �� G � g 5h 0� •\ \ 1'L \ \ \0 d+ 12,422. sq. ft. 7-5 ; 5 9" E�R� M N . 1 )\ 10,041. sq. ft. 11 g0 ' BUILDI L NE� S ETBACK 6 \ DRAINAGE \ E 3Eb ENT 0 / /0) / 90;00'09;''. R 00' /'\ 04 88: �T = 20.00 / X31.42/ 1 30.77 T ' S86 '55'57"E R � 10,213. sq. ft. 1 co 9 ;o DRA/NgGE EASEMEN 1 !0 2 to Y • 10,201 sq. ft. �J / AINAGE EASEMENT 1 10,995. sq. 2 11,271. sq. ft. / - ,c 143 l 57616,28 E(R PO 01 / D RAINgGE ^ W Z� • / EAS EMENT i 0 /= 87'40'53" = 20.00' = 19.21' L 30.61' -,S24'06'32"W(R), _ 16,221: Sep ° 93.80' 90.00' Notary Public ---s and for the State of Washington Residing at , �C try. Washington Deputy JUIJ( -- 1992 ,) t •k.,0.1 _. , 1992 UTILITY EASEMENT N89'32'42 1 'W 175.97' , 1992 FINAL PLAT OF RIDGEMONT ESTATES N0. 4 • UTILITY EASEMENT 2 In 0 N 14,275. sq. ft. 126.44' N8833'20 'W 11.41' --UTILITY EASEMENT NW 1/4 of SECTION 25, T. 25 N., . R. 44 E. LK,. S8920' "E 186.59' Z30` BUILDING SETBACK LINE 218.00' N89'20'22 21,714. sq. ft. 4TH ADDITION 233.59' LEGEND O = Set 1/2" rebar, cap # 8642/9967 or as noted • = Found 1/2" rebar, cap # 8642/9967 or as noted • = Subdivision boundary 0 Set R.R. spike w/x A one second theodolite and an EDM were used for this survey A field traverse was used for this survey - of Plats on - page 1.0 STRIP L B REGION No. STATE ' FED. AID PROJECT No. SHEET No. 10 WASH. F.A.M. No. 4103 (2) I OF 2 12' VERA IRRIGATION DISTRICT 15 CHRISTINA BYRNES KEN TUPPER CHARLES M. HUNT JIMMIE MAHANA DENNIS E. WAGONER CLIFFORD L. MAXEY LARRY HIRSCHBERGER ROBERT M. KELLEY LATTER DAY 'SAINTS IRENE J. TOLL CENTRAL VALLEY SCH. DIST. 356 L.O. HEDRICK ROGER W. SORLIEN MICHAEL GREGERSON JAMES TOMPKINS GREGG S. ALLEN SILAS J. BATES SILAS J. BATES SILAS J. BATES SILAS J. BATES SILAS J. BATES NAME SILAS J. BATES DOUGLAS R. FOUNTAINE M. ALAN DUNHAM MARK DEFOREST ROBERT F. BURCHELL TOLLISON FRED A. REVIOUS N O N TOTAL AREA 162972 15600 6518318.4 44914.16 44914.16 44914.16 46786.5 44286.5 44914.16 51077.12 65996.82 1717818 13424.95 3500 13500 14828.2 11726.6 11914.1 2878.2 13050 13050 3050 14412.42 11829.7 11941.02 11941.02 12008.4 13358 22775 NOTE: OWNERSHIP AREAS SHOWN IN SQUARE FEET SEC.26T.25N:R.44 E.W.M. OWNERSHIPS 1 LEGEND PROPERTY OWNERSHIP NUMBERS PROPERTY LINES EXISTING R /W' LINES PROPOSED R/W LINES SLOPE EASEMENT LINES SCALE 1 =100' I00 I00 200 R/ W 6730 2498 12919.05 3667.76 3667.76 366776 1875 875 3667.76 4185.14 2050.1 30094:43 SLOPE EASEMENTS ONLY 0 tO + co LT. REMA NDER SEC. 25 T. 25 N. R. 44 E.W.M. 56242 13102 63946.72 t . +• co • • • TA.69 +6018 6505399.4 41246.4 41246.4 41246.4 44911.5 42411.5 41246.4 46891.98 1687723.58 0 RT. 1- (0 Q 0 0 a 42030' �. I" 70 0' 3d EASEMENT 1709.26 1288.5 2648.36 2' 1 1818.36 1712.54 785.45 450 92.46 2161.86 682.78 2152.61 35966.10 423.78 315 315 30733 244.16 570.98 952.94 675 405 360 173.21 404.33 728 455 455 307.66 048.46 M TYPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE APPROACH SCHEDULE - �+ --• - -- STATION ON ROADWAY 2 'V) 1 25" 1- d' In ti 0i ti I U) . 25' • • • • 30 30' • tO t0 0) 0) O 1 M • • • • • • - r - �80 a. 0 0 0) ti SEC. 23 T. 25 N. R. 44 E.W.M. SEC. 24 T. 25 N. R.44 E.W. M. I1 -9 -82 8 -4 -82 DATE n REVISED SLOPE EASEMENT AREAS ON PARCEL No. 12 OWNERSHIP PARCEL NUMBERS, TOTAL AREAS, R/W AREAS, REMAINDER AREAS AND EASEMENT AREAS. REVISION 3 G LW GLW BY • • • • W Q 4 PP R'D. 1 u 90 tD .' • N 0) ' c 0 A 0 M -1 . O 0) d' M 2 O M 0) Q fn RIGHT-OF-WAY MAP MAP COUNTY ROAD PROJECT No. 1679 SULLIVAN ROAD FA.M. PROJECT No. 4103 (2) OFFICE OF COUNTY ENGINEER SPOKANE COUNTY WASH. DATE. r, I APPROVED SPOKANE COUNTY ENGINEER SHEET 1 OF 2 SHEETS M N Z N W W S W Z J S 0 a rm IMESMEN i MENIKUME AMEN EAU 111111=MMEELMEE 111111.--41mmDZE IiMEMEMEI ma,MMIELIESUES KIIII=mmEnTELMUMEEKOKI NM' mENNEEME=SUWE .raKEE 1111.6framEmmEM ms-minTa inammwmgm mr Ea= Sl_ 5T.4. ee)LI + OC LT I'LT bEGILJ 2EMOVAL OF EXIST11`1G P\/ ENIELJ 1 ,EUtt.J CUt�.I�TtZUCTtOK1 OF FULL_ DEPTH 12CDA17WL ( SE CT CDK.1 W r - 51- 1QuLi:Et2S. SCALE I 20 HORZ I 5 VERT. ETA . (' -i- i U Cr: % IZT CU1■.15T12_LICT TYPE Pb P12.E.C.r TD Z-(W ELL W ITH METAL FRAME ALIO C�r2/,TE COk15TI2UCT S PECIAL CU12.1 0)2.)P C�i'LAIh.1AG�E ILI LET TO SWAL E COUNTY ROAD PROJECT No. 1679 SULLIVAN OAD F.A.M. No.4103(2) / U.A.B. No.8- 3032(40) OFFICE 0r: COUNTY ENGINEER SPOKANE COUNTY, WASH. Et` ro LICTI°U. I3Et1`1 CEMEM' COL' Cl2EC"E CLITZ - r( tD. SEC 11`.1 SW,�LE. 151=1L1 C -MELIT CU1._1CVZ TE P/1.71-1W&( IZ T" - TOP of CU213 LT 64 PLATE 1 ';SINGLE PLAN - PROFILE CHARLES BRUNING CO. - fl� P iCF IN _AL S_ t REGION No. 10 STAT E WAS H FED. AID PROJECT No. F.A.M. No.4103(2) U.A.B. No. 8 -3032 (40) SHEET No. H OF °' SEC. 25 125 N. R44EWM ST,o. 4,9+46, _ Lr CUILJST2LICT SPECIAL Ct..11212, 012UP D2AILIAGE 1kJLET TO SWALE. 5 &S+ 4U 2T t�EC�ILJ 15.00 L. F WILE s PATI -WAY C i 2A(DE TI2/,t� Isrnot.- I Tv MEET "Tr-.)P C F CUt21 Ca2/�DE. 5TA. X09+ SU 1277 CQ -1 - 1 - 2LI CT TYPE PS PrZ.EC OS DIZY W ELL W ITE-1 METI L. FI2AME Gt2ATE TYPE 3. CUI`.15Tt2UCT SPECIAL. CU MFb °MOP 012/,ItUE IMLET - TO SWI LE. 6TA. 609 -1- 50 LT. CU1� 15TCZU0T TCP> =. r Pi2EC :A.ST 012YW EL1.. W IT1-1 MET/�L FZ/,ME Gaisra TYPE 11∎ 1 10.00 L.F , 5WAL-ff GRA1DE TI2 Ar`.151TIOt`.1 TO MEET TC:QP OF CU121 c I2 DE. + 54.88 MATCH T.C. 54.O& 9 140uSE El 1111111 ■M= m = _ - __ __ mac -- twormimmommum monlimmi ii _...i. inima.%•-•9======rAETIMUMNIMINImm= :I Iimiiiii w1 m=MINm =mom mmill =... II _ _mac _fie m _m r Em= m,ii muilimmilm= mom mil MECO i mmum...1.1==m9 Emmi== in=mrammi„ w.1= Mu iiii_mmi_____ _ - - - -- � � ■i ■- ��• Grp f p �1...� . �.....�� - ---- __ �-- �• = -___ CURE izT = _1 ®__ y = =__G�S� = IMI■ ==== 4 MI I NEEM L =M 2U5U ®® > . 1111MME ■ TATE =IMM WE i r aMIMIMan ■%=. 111 1■ MMUM ■■■■=1■1 = ■■■■■ ®11111\ ® ■ M =MI =IMMIMIMM ■••■ ••11MI MIIMII MMi l= ■■■■■■=■M Mil■M "LW==.11111 M■■■■■■■■■■■■■■M■ ■MIIMMi 111WW M a n al== =M=1=1. 1111 M =M1■=== 1 1 = •=MEMIME =ME ■■■■■MM■■ EMIIMNIMEMINI ® ®® ■ ®�� ® -� ■®®® EMEIM� ■■M=1 =■■■ ■■ . 11.1.1111.11 Mn i MM I OMM 68 WIDELI EXISTIt�10- A.C.P /A D 51-- IUW{�i ` 0 STA. Ca9 + fn4 r2T n' COILJST2UCT - TYPE 2 CC)NJc. t E Its IL ET W ITN METAL FF2 ME A.K.10 Cam. t2./ATE - 1YP>= 2 . CC)tV L I ECT YD DIZ 1WELL 28.66 t2T OF 1o9- ,o W IT4- -1 IC)" DIL M. CC L C SEVVEtz PIPE. CU2F3 LT. 7C.53..57 5TA. 70 +4 MT t3EC-,.IL1 f5.00 L.F •WALE PATI -IWAY GRADE T12At`J6ITION.I Ft2OM TOP OF CUI2 G - �t22.OE. TO SW/,LE TYPICAL -5ECTI HOUSE SCALE 1 " = 20' HORZ I =5 VERT. STA. 7 2 +00 LT CU,15T2UCT SP EC,VAL CUIZ13 02UP DZAIt`.IAGE li`JLET TC) 'WALE. NOTE: 5TA. 70 +3570 7 3 + 3S t2T. Pt2Q1::)E2TY OWNER TO RELOCATE F-ENCE S1= HEAD TNhT At2E IN 12CIXD12 /W. 5TA. 72+1'5 CI f3EGIKI 15.00 L.ti= SW,l�1_E' E�t2J�10E T12AN1TIC)t`1 FC2CDM TOP GUF CU121� G TU T(P1CI L. COUNTY ROAD PROJECT No. 1679 SULLIVAN ROAD \ FA.M. No. 4103 (2) / U.A.B. No. 8-3032(40) - OFFICE OF COUNTY ENGINEER S POKANE COUNTY WASH. REGION No. STAT E F.A.M. No.4103(2) U.A.B. No.8 -3032 (40) SPOKANE, PIc3TE: °bT ®.73 +o5TO 734 -95 LT. 2EMOVE I2EPI.LACE -! EXISTING FENCE. TEMI°Ut24.12Y FENCE TO 13E CONSTRUCTED 4.C120 ‘BS THE PQUPE.IZT DURING CONSTRUCTION I2EMOVED AFT EXISTING FENCE HAS BEEN 12EPLAC.ED. STA. 72 +34 LT cc_ 44T12UC.T SPEC1/,L CU21 DROP DQAINA.0 E 1KI LET TCU SvVALE d Z W W Z (1) TC)P CLIMES LT 05V I._ATE i SINGLE PLAN - 'PROFILE `::I IARL BRUNING CO. ref n ,i e ' \ 11,164. S . \ ft. .pnkan a an+ °;Co u ty , + Tl� t t r , " p$ :.cer Zp+ ved#+< o "" 1992 0V :. flo ur y,. Uti� t.i.es. `Directo C.o 1s ux�r Deputy S89 0' ; 318.44' 90.00' e 518.35' S8920'22 "E A = 34'21'23" L1': = 3218'58 " tS 17'30'50' R = 415.04' R = 410.00' R = ` 475.00' 149.93' T 1 T" =;73.17' 290.82' L = 231.25' L = `145.19' ©= 90•00'00 ": R = 20.00' T = 20.00' L = 31.42' A = 58'46'36" R = 15.00' T = 1 8.45' L = 15.39' 0 = 91'2641" R = 20.00' L = 31.92' A = 95'56'16" R _• 20.00' T 22.19' L = 33.49' L = 42'49'50" R= 15.00' T ='5.88' L = 11.21' Q = 71 " R = 220.00' T.= 14.39' 1. = 24,95' 50. ,0 l`IIITY .. k$SEMENT l 7 .yam y '$ R =SQ ` 12,221. sq. ' ft. N tit, �> 1 1.' 1 /. 1 1 1 1' 1 1.0 STRIP L 1 8 S 73 °49'05'wER) This cv tv 66 /airrc" 91 pcJ .J e '_ -24 TH T.P N - "a" • }f4� . 12 9 E.PON'C7 - Io y'ty 6/96 o. 4 2- 0•-60• .7TH Az a o ,..-0 1 L err,14.2 - Lot 20,B1k 1 S / - 22 15 L + h 23 2 DE P. �Govr ?6 9 ,7) 13 DRIVE 32 v ' c ' Ave: 10 n'° 3 2 .J! 1 4 ' J 6 4TH 7 .. . 35 J J J 036 Z O� 47.5 ,- o � 1 H (T'. 24TH AVE. V Q1 /h S t - / / Q I / n)1 /N / / h A25 °38' c 16° Rt. T 81.4' 1.160•2' c )-• n / 1 � / A 36 °04' C 2o° Rt. 1 L 80.3' t3 $ 1 ES r. Bs• I /v o. 21¢ N 8 .9 ° 2,3'/ 7" (N zE /O. ZD2' DATE 6 - /5- 72 c. SEC 25.T25.NR44E ScA�� 400 FT 0 9 6 S89 °51'E 4: H is 0 •u N ,7 00 r 9 ' 30' 'a ESCR /,D T /O T/-/ /S SECT /ON R EPRODUCED A OM /v0TE SHADED AREA DE5 / GN,4!)T ES //✓AC /oN// G. Roy L. 14 BK 24 ! 4.4 / (/- 1 3 C Cp,c� > EC y_ 19 25 36 31 11,491. sq. ft. 98.02' 10,238.. sq. ft. S.s:) S � 6 1 24 . 247 "D 10,201. • sq . ft. cOlns B xS.xd Tee., MS x M3 F.i- w/ Cov,cre'•+e 8100•king*owes* w/ 6" Ga - t e Valve ,'F L. is MS pp S. S 9 0) 4. (Vio M. . 7 S 1 Utitit 6 1 S aseryne.yit Z ry c? TU - 10,305. sq. ft. 1>>F titity Easement -' .I . ) Q , 1 !\ = 73'23'54" SY►5tatt 8) ; Tee,M3 MTxFV C ^ l`''� ` ' R = 20.00' w/ Coriar-ete . B . tocKing to west w/ a" Gate. Valve, FL-x M3 , h. ' T 1.4.91' �" Iita. Class tso PVC, M L = 25.62' 2 =T ;e Rods avid 3 - Port Fire ttydr to east •b 6 5 b N ?2,, � Ay 11,577. sq. ft: w .� 6'. � T.S Ut's�ity Easement. ` cO 10,995. sq. ft. 'o 183.42 h h • A = 86'46'13 ". .✓ R = 20.00' eye T 18.90' J ° L 30.29' t Water 5erv_ice. Ui iliu� 1 E.o.s e m ent 14,112. sq. ft. 77.95' 19,109. sq. ft. 175.97' Existing water service (remove E.xistin9 water service (ko remain) � R 1 Zhetall S`xex 6 Tee,F1. --K w /.Gonc.rete•Blockng *o east w/ G ":Gate aloe, FL c Ms - wes w� S" Gate Vlaive., FLx M3 - to: Sou h w/. 8" Aclapt'or , x.MS to north/ • /-1 D D A = 87'40'53" R = :20.00' fi T: 19.21' L = 30.61' S24'06'32 "W(R) Tns1o.0 8X8'" " Tee , M3x.M3xFL w/ Concrete Stocking *0 south w/ c ". Gate Valve ,.�LxM7 Co" Dia.. Class 15o PVC , 2 - Tie Rods , q td 3 - Port Fire E- lclran* to +north Flushir►9 Point \ter a Standard Easement = riStatl 8 'X 8 x s X 6 " Cross, Flanged `H/ 3 - 6" :Gate Valves Ft. - %M3 w/ 8" Adaptor , Fr.- x M5 to north avid 8" Class t50 pVc., 20 11,151. sq. 126.44' 0) 14,275. sq. ft. cri 16,421. sq. ft. - o net 4TH - ADDITION 186.59'• 218.00' 21,714. sq. ft. 93.80' CLARENCE. Ep 51.61 P ON • E GI N EERS, 9 1 p 9O9� GONNE : ROAD PH: 926. -1322: SP KANE, WASHI G *1.0� 99212 CHECKED .BY :. DRAWN BY PROJECT NO W oo M w r) 0 0 z S.s. L E G. ro rt re Hy d • ck,n.+ N a 1 N89'32'42 "W nt"i R i ) (3 E •:' 1 t_ N i GRAPHIC SCALE ( ) i Inch _ GO ft TteD j t 11,250. sq. ft. Iso C 50o PVC 90.00' 1 "- Water S89'2O'2 wE 90.00' 0 0 id N Easement' Wok e. '4 n' � :j Jt.7i id 1 rmain N89'20'22 "W 92.11' ° L_ 4 11/1 Utility Easemeht 13,128. sq. ft. P-: 0 `. ° 0 0 0 0 = 97'04'55 `% R= 20.00' s T= 22.64' d. L= 33.89' v ° ' N83'34'4 'E( i �) 1 8 /-1 1.1 11 STANDARD FIRE HYDRANT DETAILS. FIGURE . 3 OVER 18' SPOOL y � Concrette . thrks* stock 1 ' M� Plug x G x Co Te . e MJxM3xFL. a FIGURE FLANGED D Vakve,Fko,nse,c1 WE Service 233.59' = nj C, 4 �-6" SPoot, Flanged 3 minimum FIGURE 2 PVC SPOOL " c_ 900 Gtas$ tso ry c_ � vs d--- Thrusk Rods :1:1Wk, FLxMS WED 4 ne. Tee Flanged �� Concrete Thrust $toc.• e Atk hydrant Awwp, appr oved , Pumper, traffic. model o One yard 1% rock a't' h be THRUST BLOCK DETAIL TEES TEES PLAN ViEW ELEVATION :VIEW : o 24"- !o" Pipe 18" other Bearing . area of concrete. on undisturbed soil (horiz. x vent.) la Tee (24 " 3e) Smaller Tee (2o "x t8 1G, Plug (zo`x 54 4 ) Smaller: Plug (l4 "x36") Cast iron street b ox -- 'ter. Flushing Pont .i Vera standard FLUSHING POINT STANDARD z" Cap ( loose) 2" galvanized Pipe 4" from. surface 2" Mark at Oriseat with drain Cast iron coupling wit11 plus tapped 2' PLUGS PLANT. ELEVATION VIEW H oriz Vert. Snstalt c xGx " Tee, Ksx M x FI- NN/ Concrete Stocking to east w/ e Gate Valve, Ft... x TAY to" Dia: Class t50 PVC, z - - re Rods and 3 -Port Fire Hydrant to west plus with Concrete Thrust Block .. Zrtslafl G" 62" G x G" Cro55, FL xMY, M3* w/ G" Gate valve , r L x MS to west w/ G Gate Valve, FLx MHi' and Co" Dia. Class t5t3 PVC, 38...E 'to east Ins tall G" Gate. Valve, M3 x M3 ) 2) 3) 4) 5 . ) lo -7) 8) 9) to) ti) tz) 13) Vera .Water . and Power ,. at 924 -3800, must be called for inspection .of any closures. Al{ materials • must be l ■,specte.d avid approved by Vev-o, Water and Power prior to instoatla Watervnairs to be. Class t5o':.0 900 PVC Watermatns must be disinfected . to the sattsfac.tion of the Departrne.nt of Health for the State of Washington. Watervnaivts - to have 4 n minimum cover. Contractors shalt obtain stireet opening Permit frotm Spokane. C.ouviky prior to consfv . All materials must be hew. Vera. Water and .Power requires pr.e.pay me.nt ... for all work to be performed .by the company. AU work to be performed in accordance with policies of Vero, Water and Power Covneany Watermains will ble. pressure. - tested -For 1 hour at 200 All plastic waterlines are to have a ".Traceir Wire" ins-tatled parailet -to -them and grounded to Vero.. Water av Power Company lines. All - 1 ire h9, dran* material ancd 'installation Costs will be paid by developer/ property owner (s).. No Vera - Facilities wilt be. ins*ahe.d:'t+n .bottom o drainage.. swates or pond s• Facilities must be.. lnstalle.d. on level area above bottotm o• swates and Ponds. 11- From the. approved t%i sh .on this Ptan n\us* b e requested - Frovn . Vertu., ivt writing , and..wit1` be. responded to in wri EXovniv>.e.d and oTprove.d this Examined and approved this Examined and approved 'this Examined and approved this dozy o f. Spokane County Fire. Distri c.-t Examined and approved this day. of 1992 Vera: Water and Power Covngany Department of Health, State. of WQSh. /3 day o-F S County Heal District day Developer .. . Deportmevtdt- of Sui'ld i`v avid Safet 1992. No. I {992 {992 D ote R/W O.I7 DEPTH CLASS E ASPHALT CONCRETE PAVEMENT 0.50' COM PACTED DEPTH CRUSHED SURFACING TOP COURSE. R/W R/W - ®- 1.5 1 TYPE B CEMENT CONCRETE CURB. TYPICAL LT. & RT. 5' - '--I.5 30' VARIABLE 6 TO 5' 0.17'COMPACTED DEPTH CLASS B ASPHALT CONCRETE PAVEMENT 30' 30 5 %MIN wkwi 22.5' 0.17'COMPACTED DEPTH CLASS B ASPHALT CONCRETE PAVEMENT. 34.5' 2% MIN. VARIABLE I0' TO 24' � 0.17'COMPACTED DEPTH CLASS B ASPHALT CONCRETE PAVEMENT. CROWN CROWN STA. 64-1-00 TO 67+00 0.17'COMPACTED DEPTH CLASS E ASPHALT CONCRETE PAVEMENT. 0.17'COMPACTED DEPTH CLASS E ASPHALT CONCRETE PAVEMENT. VARIABLE 12 TO 24' REGION No. STATE I0 WASH F.A.M. No.4103(2)� U.A.B. No. 8- 3032 (40) 22.5' 5 %M 0.50' COMPACTED DEPTH CRUSHED SURFACING TOP COURSE. STA.67 +00 TO 89 +25 STA.I00+67.35 TO 110+00 CROWN STA.89-F 25 TO 100-F67.35 TYPICAL SECTIONS SULLIVAN ROAD Pam 0.50' COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 4a5' 5�1 •� • 42.5' 42,5' 22.5 2% MIN. 0.33'COMPACTED DEPTH CRUSHED SURFACING TOP COURSE. TYPICAL LT & RT. R/W NOTE: STA. 103 +33.2 TO 105+15 R/W IS 31'. R/W VARIABLE 0' TO 12' � 7 TYPE B CEMENT CONCRETE CURB. TYPICAL LT & RT. NOTE: SEE SHEET No. FOR PATHWAY & SWALE TYPICAL SECTION 1.5' 7 2% FED. AID—PROJECT N R/W CEMENT CONCRETE PATH WAY. CEMENT CONCRETE PATHWAY. 51 SHEET No. OF COUNTY ROAD PROJECT No. 1679 SULLIVAN ROAD FA.M. No.4103(2) / U.A.B. No. 8 - 3032(40) OFFICE OF COUNTY ENGINEER SPOKANE COUNTY, WASH. SPOKANE COUNTY ENGINEER SHEET 1 OF SHEETS : N COUNTY •ASSESSOR 4-e7 25 44 5 :In• O4OOZ. .� N .vo ..x 2 - ,0 •bo,. 0 TH /1VE: 24TH . UI , 0_ //.3q in, . 1 ,Q. r 1 n n 4. crp �/N x/ A 25°38' C16 °Rt. T 81.4' L160.2 s e i'- - N 8.02,3' /7 'W ?E . + (_auvr ?_ � . 30 ° 44' C I 0 ° L - f. T 157.5' L 307.3' • G- c hQ 2 .` 1 (2` 7 ' ■ 599: 98' ovr • P'C..3 .71) .. 12 A/o r Lot 20,BIk I SF -/ADED AREA ES /GN. H $ " VA CA /ON /1 1 '; : 400FT. 56 " 32' AYE D:.4TE 6- `/ -_72 D ESC /:2 / / 0 A THIS SECT /ON REPRODUCED FROM L /P, EN TO A4 YL.AR. CT fa 3 r L`t' 1 9. — r = 4-4 , - ---, .. 3 1 _ . /9' 1 / : 5' EG'. CO•q. Y30 G. Roy 18 25 30 0 36 3I CURVE INFORMATION CURVE RADIUS TANGENT LENGTH DELTA R2 15 6.65' 12.52' 47 48' 22" R3 20' 20.00' 31.42' 90' 00' 00" R4 15' 68.45' 40.65' 155' 16' 50" R5 20' 9.88' 18.37' 52* 37' 13" R6 20' 9.89' 18.37' 52 37' 27" R7 20' 27.50' 37.68' 107 56' 42" C1 250.00' 91.55' 175.51' 40* 13' 28" C2 250.00' 78.82' 152.72' 35' 00' 00" SCALE: 1 = 50' DATE DRAWN BY: R. L Noll 5-17-92 CHECKED BY: APPROVED BY: BENCHMARK: R.R. SPIKE IN POWER POLE N.E. CORNER MIDWAY ROAD EL = 1896.88' )RYWELL #5 I ( 17.041f 3TA. 2+86.22 , TYPE ;RATE ELV.= 1872.•2 YPE #1 GRATE 5' CURB TRANSITION 11 3TART PROJECT srb STA 1+44.48 1880 Q 1870 1860 L 1 En 8 , 80 .... RIGHT CURB 1870 1860 1)f. 1\*/ 13 v.I DESCRIPTION I FILENAME: DR20001.DWG 57.40' 14 EXISTING SIDEWALK \------- . -274; : : : • • • 4.4 • IX: (GUTTER) : (0• co 03 DATE CO # I 1 0 \. 6' s I DWALK 138.55' 2 CEMENT CONC. CURB TYPE R" ASPHALT CONC. PAVEMT. 2 THICKNESS 1I TRIPLE SEE SHT. 5 OF 5 DRYWELL #2 , 17.04LT STA. 5+20.00 , GRATE ELV.= 1870.28 TYPE #1 GRATE S. INVERT = 1866.87' 00 \ ■ 1 / 40 LF 2 PVC' 0 1.5% SLOPE 1 E TO W \ I 15 Ir t.1` 1 1 /- 5 ' • 1i 42) 9;1 '\ TRIPLE SHT. 50F5 DRYWELL #4 17.O4RT STA. 4+80.00 , GRATE ELV.= 1870.37 TYPE #1 GRATE E. INVERT = 1866.81' START OF SIDEWALK 3 OX . . . . TRANS/T1014-. FROM.... TY E TO: lYPE R" CURB . 36' LF 12" PVC N TO S 0 IN co 7 1 7 • 68 1870. r r 1870.76 =ROAD SIGN SEE NOTE 1 0 li370.33 0 Is) ' Z , 03 - z _ Li_ I N ROADWAY SECTION B 7 ,,,,,, 1 I F 12 PV,,..C,--- _,E.- TO W - . ....- .....-- '1 9 9,8 \ 1 \ ,\ _ _ 'LL SE SFIT 5 OF .? SFYWE # 3 , /.0P STA. 5+20.00 , GRATE ELV.= 1870.28 TYPE #1 GRATE E. INVERT = 1867.41' W. - INVERT = 1867.36' N. INVERT = 1867.41 D100001.DWG DD00001.DWG DR10001.DWG DW00001.DWG 1870.33 1871.19 -1872.O4 0 00 IDEtWALK 1 5 ALI< ' 2 /, 1.F / ,/ 7 / 1 // ' / 5 / / / / / /, / / C / / / / / / GLEN 199' 'V 7 - 7 7 7 , .„/ / ...-- 7 7 7 7 ...----"' REFERENCE DRAWINGS 2 CRUSHED SURFACING TOP COUR S 4 11 CRUSHED SURFACING BASE COURSE (SEE NOTE 2) COURT CONCRETE lioN7LIE07-4,,TYPE 1 TA S 5+80.0017.04 R . T . . GRATE EL- i . TYPE 1 GRATE W. INV. EL 1868.45 P) N N N C\I co --. .--- .,-- 00 00 co 1. - 1 / I / I I / / I,/ 4,1 / / / 1 °3 / / 1 1 / 1 1 1 1 ,,._. , , , 1 , / 1 / , , / i / 1 ' / / / / / I 13 1 E Npf oF/s 111/ //1 1 ,/ 2 i/ / 1 1./ / / / / 1 ,i / / r, .> / , / / (/ / "TRIPLE" : SEE SHT. 5 OF DRYWELL #1 , 1.0 RI /STA. 5+80.00 GRATE ELV.= 1871.02 TYPE #1 GRATE W. INVERT = 1866.51' 6 fNi - - R/W GONG: CURB TYPE . . . . . . . . . . . . EXISTING GRADE RT 'GRADE' 'LT HAHN ENGINEERING INC. East 55 1....Incoin Rd. suite 102 Spokanta, WA. 99208 (509) 467_1550 FAX (509) 46 6 - 1 7 29 11'-6" I ASPHALT CONC. PAVEMT. 2" THICKNESS ROADWAY SECTION C 1880 1870 : crl• : NIro ' • : 0) < tO (0 ' ' : tr) L\J ' ..(Ca U) . .... 03 ' . - . . . 0� . CO . .. + . 0 . . . . 0 . . . . . ,f,,-.-.fi : .. .. .. ... 0.8% ., .0. 100' VC .+3) tr) • 0 te) N tf) • • 10 a) 03 4- * EAST CUL-DE--SAC PIPER GLEN COURT 1880 0 18'-67 2% 1880 1870 1 r•■ CO : + 0.8% 0 CO 0) 0 • tXi 0 r : 5 t CO 01 4- .11. r; • LO 1 • CO 1 :la cc) + 11 ZO CO to) CO ' WEST cuL. DE S•AC PIPER GLEN COURT . . 1 Ckt cst 03 : 1880 1870 • 0 . U3. .. • tr) 00 1.95X WEST 1 WENT: 1 2 co co 0 -+ r co 18'-6" 2% 5 CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE 2 (SEE NOTE 2) R/W 1 1/2 3 KATO DEVELOPMENT East 55 Lincoln Rd., Suite 102 Spokane, Washington 99208 NOTES: 1. ALL SIGNS SHALL BE LOCATED AS SPECIFIED IN THE M.U.T.C.D. AND SHALL BE SPOKANE COUNTY STANDARD. 2. USE 4 TOP COURSE W/I I 1/2" BASE COURSE STA. 3+50.00 TO 6+00.00 5+60.53 \ DW #1 qk a 6 co 0 CD 0 PR.!. NAA1E: DW #4 • 0 0 .+ .0 1870.76 1870.68 1870.33 1872.04 --- 1871.19 1870.33 0. . + .0 t) • 0 s co 0 1 > N .cD 0 N co 100 LF 12" PVC- B FFANKLIN : EXISTING ''.GRA . . -- EX'ISTINGRAE)E RT. : • PIPER GLEN \ B • 1 00 . .0 ROAD SIGNS SEE NOTE 1. 1 N. 0) CD. CO +ft RD VC 0 .1r) 0 . Lo : + ESTATES PIPER GLEN COURT FRANKLIN ROAD 0- 0. N. co 119.68' cAr--- - - -- - - .A' .-- . --------- --- -------- - ANKLIN OAD N ..1' 08' w 1 169.65 ' z ---- ----- .. r 1 k \ , 1119 62' ' \ 1 SID 4 ALK 110 . \ 0 W INVERT = 1866.30 OWNERS SIGNATURE I HAVE APPROVED THESE PL, ' SIGNATURE DATE ° ' LO co •- * 0 LLj b - 1 869 187n 2 36' 1.19% A 9 50 ' LT T SHT. 5 OF 5 /-‘,. 1+59.65 , GRATE ELv_-.-, .: TYPE #1 u E. INVERT -- 1864.80' "TRlPLE' SEE S I7 HT .O . 4 5.1° R F T 5 STA 1+06.53, GRATE ELV.. 1'8 TYPE I GRATE W. INVERT 1366 41 'T 5 17 0 . F 0 5 4RT A eilyTR T R I p T L. E E 1 ,,# + E s1 0 L E V= E s5 GRATE T 86 . 5 9 0 . F 2 5 1 DRYWL_L #8 , 50' RT STA. 1+59.65, GRATE ELV.= 1869.00 TYPE #1 GRATE DWG. NO, 1880 1870 1860 RIGHT CURB 1870 1860 SHEET NO. 50' 1 PLOT DATE: 7-13-92 2 OF 5 EXPIRES/ DR20001 W r W O W W a 0. W 0 Y !C X 0 a W 0 0 0 LLJ m O 0 Z Z 0 z W V 2 V V) z 0 1- Q 0 z W V V) 8+46. Soo. 518_35' S89'20'22 "E 10 +52 Construct G Curb Cut 1" deep c! Sta. 1G+o8 te 12 �- Cur );, O 0= 90 00' .. 0 K= zo.00 0'0 \ T = 2o.o0 z 01 R/w 50 '1 Asphalt Concrete Pavement Class "B ° , 2" Compacted Depth Asphalt Content 5 3 4 7 . - 1 - 0 6 4 1 . (W.S.D.o.T. Spec.) O O . e 0 p0 O O 000 " L �� v C q , c °00 D tio 90 0 o ° , , o TYPICAL SECTION: 20TH AVENUE NO SCALE 30 18 _.oz18 FT. /FT. GRAPHIC SCALE 25 50 100 ( IN FEET ) 1 inch — 50 ft. Single Barret Drywell , Type A Metal Frame and Grate,-1pe 3 Spokane County Standard Sta. 9 •off, 24' R;9h-t-, 20 Ave. Sta. 9 +o-I 24' Left, Zo UNPLATTED Top o Grate, Ele-v. 43— Pond Bottom, Elev. 4212 Construct Curb openings 4' wide , G "deep at Sta.. 8 left and right S89 "E N8970 "W UNPLATTED 18 - FT. /FT. Crushed Surfacing 1 - Top Course. G" Compacked Perth (W.S.D.o.T. Spec.) Type "A Cement Concrete Curb, - Spokane. Count Standard 200 30 443.35 Single Barrel DrB.wel1,Type -A Metal Frame T Grate Type 3 Spokane. County Standard Sta. 14 +00 24' Left, 2.6 Ave. Top Grate, Elev. 4o�2 Pond Bottom, Elev. 40 °° 443.35 CoY\5truct ' Curb Cut G" deep a Sta. ■4 +og right and 1e-ft Single Barret Drywell , Type A Metal Frame # Gra - te, - r € 3 Spokane County Stando.rc1 Sta.. 14+15,24' Right Zo T H Ave. Top Grate, Slay. 4 Pond Botton\t Elev. 40 0 0 d ipso /////.0, 6 – 54 M 00 M 0 0 Z 0 0 1 ot a 1 " P Cox : 0 123 2‘ (><- g6. ,O FL ' g p.s 2 2 13 1- 4. ti c6 \II v'. CoYstruct 5' Curb B deep e Sta. 1 +30 Doubt= Barrel brywe(1, Type B Metal ra me # Grate , Typ 3 Spokan- nd Sta. 16+ . , Co ::: 32' left , 20T" Ave. Pon Bo • E e v 3: 5ta . I i + 15, 322' I ef 2D'i Ave . To G rate E I. E( v. 39 Pond Bot4om,= ev. 38 3 37 ,. 7 s. 12 1 0 e - 9e00, 11 1o 0) ( N 0 i Double Barrel I�rywells,Type g Metal Frame # Gata,T 3 Spokane_ Coun-t Standard Sta. 16+ 1o, 24' right,Timberlane Top C'I. rate Elev. 36 ss Pond Bottom, Elev. \36 Sta. 18, ' lFt;zoT" A. St e. a. \G Z4' left, Top Clro , Elev. 24e 31c Pond Bottom, Etev. 36 \ \ 7 \ ' - --�; 2 1 4 1 1 1 1 1 1 1 1 1 1 1 1 1" Mine at EICEN AII/MML` =T= -P re ocn. P . pr for - >♦IT«M73111 . . o.' ua o • ni o 'rl . °• �• - Yrmiset 9. - or, • c - • . 1 �L�� [ '1111>iLuila >tiL�ltlat 1rl'l I I • . .J. I, I . 1. I • .l t� • t ifidi l0 LI I ..2 IL'i0=11 1111•11:4/10001100=0 e [ - 1 �_ 1 III_ mu • I MI w 'i� ' I1III� MUMIN MINIMMIlts N ,11iYW a[ = O tt • ; � i�li [ ai /J: / �lC�i�J• ►LLcliitt NMI 1 al I MAIM 011 Ivl I Vi 0111101•11 =GM. MI MIMI V/ II 2 035 8 9 I0 11 12 I3 14 15 HIGHWAY FEDERAL AID SHEET PLATE 1-SINGLE PLAN AND PROFILE -FULL LINE 1PTELEDYNE PRINTED IN U.S.A. I6 17 18 19 20 2I 22 0 oe Q 0. tz W Y Y V w v u z a o W3 W 6 (, o Q � hL 0 m 1- 0 o Z Z 0 Ne W V 0 V LLI 4J W W Ce 0 C V) d () 1 O z O Z050 — 2045 — I 2040 — le Barrel Drywell, Type. B 1 Frarne T Grate , Type 3 vte County Standard G5, 32' leFt ,20 Ave. a .lev. 39 *tom, Elev. 38 32.' left Ave. ,39 m,38 POND F =42. 2+ So 6ND BERM AT POND 547.67' 170.00' fl 024 Ry ZG 3, 14 = 28 •�O� 5 Garb G o .}0 09 N00'39'38"E(R) 2 SECTION THROUGH POND, SWALES AND -DITCH ALONG WEST LINE OF BLOCK 1 SCALE : t" = loo' HoRIZ I = IO vERT. �W 1 EXISTI GROSND — SWALE 2. SWALE 3 I " - 42-° 43g POND 4i5-' 41° Fcmrt = 4o° 3 t SWALE 1 1 44° SECTION THROUGH BERM AND POND ALONG NORTH LINE SCALE ; t" = 100' Roma 0 1. I I 0+00. NW Cott. L -/o, 8 -1 BEGIN BERM l2 " HIGH SE Construct tZ Cur. Cuts 8' deep @ Sta. 10 40 to tot r t9hk ohcl \ef CA 0 ° O. Construct 5' Curb Cut 8 deep a Sto.. \"lt3o 3 10 OF BLOCK 1. Ertl. i • 1 NE Colt . L - -1s, 8- 1 4 45 V"- DITCH 2.45 LF 1.3°10 "1111111Mlin annum '1 • >, �irJli -- _ • • - - -- • an 50 4 11 • • i11111•1111 ■■� • — -: Ilm ■r,11111111 • = G IM S 12 • • • • • n —2050 —2045 —2040 bc o - " -0_ \$ 11 Cw 3i o , p ' 4\ 0 - ° � - s''' •1� L •a: • • •JIMMIIIIEW .1 13 n I1 .1C 14 J7_ 140.00' 5\ 6 . 4 • 6 It 90.00' — x!11 .. 7 • i •V— E1111•1• ■� f 1■ININ•1 reimommom Elm =PR Mid MEI MID 15 D rr, ly 0 N rn W 50 R/w Asphalt Covlcre-te Pavevnent Class "g ", 2" Compacted. De t' ASPha - t Coin 5 1'o 64% (w.s.D.o. Spec. 0 25 I Q '+ 1 c• 50 TYPICAL ROADWAY SECTION N0 SCALE Z5 o 18 .o278 FT /FT. GRAPHIC SCALE 100 ( IN FEET ) 1 inch = 50 ft. Crushed Surfacing ,Top Course- — GI Compacted Depth (\J.S.D.oT Spec.) Type "A Cement Covtcrel"e Curb Spol�aY\e. County Standard Double Barrel DrywellsType B Metal Frame-If Grate ;T 3 Spok(avte County Standard s \ kS8 24 lef t,Z5TH Ave. Top Grate, Elev. 36 ss. Sto.. llv -tto 24 loft and r1 9h - t,"C+vnberlav‘e Top Carafe, fc.tev. 36,n PoYnc). Bottovn, 'Elev. 36 (bo+H ponds) 200 r 18 2 5 .0278 FT. /FT. s ( 1•1131:5111 —1 HIGHWAY FEDERAL AID SHEET PLATE 1- SINGLE PLAN AND PROFILE -FuLL LINE 9•TELEDYNE PRINTED IN U.S.A. 14 41•11/211k 15 to r- • mom WWI MEM ■I -- Lum • Ling9 minim 16 R/W /y ..:VHAVA\feaYA\vial- Z = / It ` � 7 qk, • "'DWI O ° 11 • .. Y. 2 \-3 --' 4■1136 \--1, S 0 11 1 17 • > 14 to" PvC PIPE 8ETwEEN D2YWEL „c 3OLF E. - 3.0 % FL 38 e t ,j (WE FL 37 otrr(EAS 1 1i'JM . -- + C�1 MUM MUM NMI 0 MCI EMS • 11 111111. a �i�� 26 7 III I1111V . • _ l':1E f i 11 • ■ lam �N�I ■ WM 18 r=. • v. O 15 u • 30 imam •I- • • co SpoRame. County with Solid Lid • MEM MEIN rdMIIIMMIIII MEE . 11=1=11=11181 '1•1111 MEIN '3 laN111• Two-Double Barrel Dr5wells, Type "Er Spokane County Stanaara Top of Gra Elev. 4Z 5 Pond. Floor Elev. 42-9. 20 Future. Tir.iberlare Scxc_ Ea-semen MI I In IffINGI •1 Ilmomou MO= INIM111.1.11111M MINEMENIMINOMMINI • ISMIZIMICII tH110110 imam al sum renimorm MOM. 8+46 ea NOTE: 0'22 "W(R) I l�= .2`24'26" - 4 1 :2. 1 2 1 :z. : 4 1 3 :: :1 -[ = 1 Q 1 Crb 0 _ � I R , •.00 L �� t8 1Jrtc k o I to 1 O lev.45 h N its len5H.t. ref Drgwelt ,T Pe A e T Grate, Type 3 n Stand Left, 26TH Ave.. ev. 40 - , Elev.40o ruc-t G Curb Cut ep @ Sta.. 1 4to8 - 5 . CT I- HIGH AGE EASEME r 3WALE 2 FLOOR ELEV. = 43 0 - N. END, 42.2 S. END - I% N. To S. FLOOR= 4'x too' !2 SLOPES .0\k\ C` cs - S I I S WALE L FLooR ELEV. _ 45° N. END, 44•° S. END - 110 N. To 5. FLOOR = 4'xloo' 1 : I SLOPE1 6 6 „ <) 0 � I I j 5 WALE 3 1 FLOOR ELEV. 1 141eN.END 141° s.END I (LEVe I Lo . .4' x too' 1 3 :1 SLOPES 1 l N. PROP. LINE, LOTS Dou le Barrel Drywelt, Meta Frame T Grate, Spokes e Count Stand Sta.' +65, 32.- left , 20 Top Gr te, Elev. 39 Pond B ttom EIev.38 ct l2 Curb Cut Sta. lo-t4o to 10-k-b2 l eft C. r crgte Apron "or ie • -t-h of curb cut i2 " wide x 4 "- thick Covicrete 'Apron'ior length o$ curb e.uf 12" wide x 4 "thSctc. Curbine / /,`../ /,\\‘ SCALE DETAIL: BERM ETA I L: G NO SCALE GRAPHIC SCALE (IN FEET ) 1 inch = 50 ft Construct Curb Openings 41 wide , G "d eF at Sta. et 90.80 left and r)iglnt / S8920'22'E " Pond F toor \V * i. •� v v \ S • ck and sides o'f Pond to be. J \ igher i han`, stree Side.. TER DE - ESSION ATTED 6"-roe" 5insle Barre Prywell Type Me1ax1 Frame+ - te,Type 3 Spokane County , tandar: Locate 5° East of • op. inE Top of Grate Elev. 4 443.35' e Barrel e Maintai min. 1 ih boit 'V " -Dit along entire e. Fonds at and ZoTH owing : tersec - Hon of enue which wi 1 )Pond t•• be seeded with dryland pet-- grass, (usin 2 /3 Sh:ep - fescue and %3 Reub- Coot ada Blue - gr. Z)The ro,ss Percolation Are (pond' is to have ? \ant_ per square lot at e end o-f one grow' corn ••le NPLATTFD 6,7 AND I5 amixof 55 by we∎ ). living and vigor 3 grass Season -to be co sidered NUTS : Dryjells '•r runo fro►., Basin "N" • Pond. sized. -for "Zo8 "of we kaI-F of - Rctufe. Ttmbertane nor -to intersection 18.44 - 1- 12a44' 1 Two - Double 3arrel a 1ryw2lis " 13 Meta( Frame e 'Type Flo. 3 spokatne`Coun ndard Tiwtberl ane =Sta \l i +53, Ze, opGrate.Elev,425 Tint ber lane sta. ' + 2 3 , 2.. ' L.. Top GrateElev. /t2 5 Pond Floor Elev. `Q_ Sin le- Barrel Drywell,1- Spo he- CoL.&Y k 1 5+c . with SOt ld Lld Ti. ane St 19+ Top o£ Lid Elev. 43i A SIDES z MIN > 15 > < FLOOR 4e WIDE > LOWEST END TO BE G" HIGH OVERFLOW TO N 1 1 1 1 1 1 1 1 1 1 1 1 vu SWALE FLOOR --f LINE SWALE WITH GRASS SCO FLOW FROM SWALE 1 TO SWALE 2., AND SWALE 2, TO MAINTAIN MIN. I ° /o SLOPE •/ FROM NoRTH To SOUTH. END DITCH AT SWALE 1.. Doubt Barrel tkrLywell ,T -e B Metal Frames 4G\I pe 3 Spokane County Stand sta.. t6+ toy 24'ri: ,Timber-lane Top Grate .1ev. Pond Bottom, E ev• \3635 D� \ u _ : r \ l” 1 Frame T Grate T \ ' {� t `3 ��- \ S ane Cottn S tand r�L- 1 S I » +Sg 24' l` F F Ave. Sta 16 +10, Z4't f-i`L imberlane \ Top--6f G ••te, Elev. 36 \'" = • ovn) EteV. 36 1 \ DETAIL: "V" DITCH to S '7 e NO SCALE I < G ° MIN. <lc 00 \c Stormwad-er -F lowing 5TH Addition will lie o "Fv. Ridgevnont will be considered in drainage Qlavls. Single Barrel Drywelt, Type A Metal Frame Grate., -t' e , 3 Spokes e County Standar sta. 9+ 1 24' Right , 25 Sta. 9* o ) 14' Left, Top of Gra. e Elev. 43 Pov\d So , Elev. 42 L ' N off Ridgemon-- 'states No.4 vitthin the dra■v\age areas Estates subdivisions and -f u-tv,re R■dgernont Estates 20'22 POND: SECTION DETAIL NO SCALE s 3' vn \n. 1 Construe.* G Curb Cut G" dee e sta.. l4-t-08, Single Barrel Drywelt ,T A Metal F ameT Grate,; Tpe.3 5pokane'Countg Stando.rd Sta.. \4+IS t: 4' Right, 20TH Ave. Top Grate., 5..ev. 4oso Pond 6ot'tovn, Elev. LEGEND = DRAINAGE BASIN BOUNDARY = EXISTING. GRoUND GoNToUR = "ZOB" DRAINAGE POND FLOOR, (Dimensions in Feet) = RUNOFF FLOW DlRECTtoN CURBLINE 1 Zd n M 2 Co Zo o Z S83'02 c 8 DEV r OPER DATE SVVALE SECTION DETAIL NO SCALE MINIM DRAWN BY CHECKED BY DATE DATE 32 DRAWING NO. 5 OF 5 mitAL EASEMENT LINE R I DGEMONT ESTATES NO. 4— 5TH ADD. STREET AND DRAINAGE PLAN Founded 1946 s impson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD SPOKANE, WA 99212 PH 926 -1322 PROJECT NO. IZGoo z EXtst i ng Fire Hydrant -� 0— i Q O S 9'20'22 30.00' 8" Dia... I5o C.900 PVC 5.5. ._T-. 518.35' C.onst L_1 L)-' 2-'E 12,910. sq. ft. 12,653. sq. ft. 13,297. sq. ft. 691 .o Insto.tt 8 "x �S w/Concre.te. ..� w/ S " e ate. Valve 8" Dia. Class t :• and 8" MS tg W/ S" G ate Valve, 1 , 11 W/ Adaptor ,F• 18,873. sq. ft. 11,116. sq. ft. x8 Tee, FLx FLxF!- Blockin ,FLxMS to south 150 PVC- Plug with concrete L x M? *0 west MS to east 18,128. sq. ft. 11,164. sq. ft. Ut i lily , a s Easement all S Sx8x6Tee,1-43xM3xF cre.•te. Blocking te. Valve, FL x M3 12,414. sq. ft. 47.15' 100.00' 12,036. sq. ft. 6 50.00' 0'22 "E 90.00' i 30.00' 9'20'22 W 1) Vera Water and Power, at 924 -3800, must be called for inspection of any closures. 2) All materials must be inspected and approved by Vera Water and Power prior to installation. 3) Watermains to be Class 150 C 900 .PVC. 4) Watermains must be disinfected to the satisfaction of the Department of Health for the State of Washington 5) Watermains to have 4' -O" minimum cover. 6) Contractors shall obtain street opening permit from Spokane County prior to construction. 7) All materials must be new 8) Vera Water and Power requires prepayment for all work to be performed by the company. 9) All work to be performed in accordance with policies of the Vera Water and Power Company. 10) Watermains will be pressure tested for 1 hour at 200 p.s.i. 11) All plastic waterlines are to have a "Tracer Wire" installed parallel to them and grounded to Vera Water and Power pompany lines. 12) AN fire hydrant material and installation costs will be paid by the developer /property owner(s). 13) No Vera facilities will be installed in bottom of drainage swales or ponds. Facilities must be installed on level area above bottom of swales and ponds. 14) Deviations from the approved materials shown on this plan must be requested from Vera in writing, and will be responded to in writing. 4: Examined and approved this % day of - ,1992 Spokane County Fire District No.1 Examined and approved this 9 4 4 day of Vera Water and Power Company Examined and approved this L.K' 4 day of A ,1992 1 Department of Health, Stae of WA Examined and approved this /3 day of ,1992 )i.4 <?` -3.r - JP S_pdkane County Health District Examined and approved this 1 S day of t` ' ,1992 =nstatt 3 - Port Fire Hydrant' S89 N89'2 Utility Easement Department of Building and Safety w GRAPHIC SCALE ( IN FEET ) 1 inch = 50 ft ,1992 1d UNPLATTED Developer Date UNPLATTED Snstall 8"x8x8 " M3xP4 IAR.. w/ Concrete. Stocking ; w/ 8" Ga'l'e Valve., FL-xM3 to north $ Dia• Class 150 PVC, 15 L.F. and 8' M3 Plu9 with concrete block / 448.35' 448.35' tri Utility easement 1 maswoo. S.S. Se.w€.r cm)! C 2 RI re Hydr4 RID CEM0NT ESTATES N0. Utility Easemerrt• LEG N D C 1ec�rlc� Tran S co rrn e_r t Tele hone. S t✓' C WATER MAP OF 66.5 R1 s e.r N 1/2 of SECTION 25, T. 25 N., R. 44 E.W.M. S89 i 1 1 M UNPLATT- 318.44' 156.8 SS 01'41 3 D 4 - 5TH ADDITION 23 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Flushing Point Vera Standard / F 1�. 1 1 / 1 1 / 12 73. s83'02'09"W 112.99' 1' / 1 1 C3 / 1 7 EXistins 8"x8`Pt8`x8" Cross Flanged / w/ 3 g" Go.te. lees Ft- x M3 daptor, K1-x M7 -to north \ �� w/ S" A and g" Dia. Class Sc 1 PVC, 20 L.F. \\\ \\ \ \ \ \ \ , 1 \\ 13 \ , tA \ \ \ _ - — -- 1 a i ........\\ 2 , 1 \ t ', 1 \\\ 1 t t t t t , t t tt i t 1 \ ft 5 1 3 I d , 1 \ i 4 , t 8 • / `. / `.` / 1 / 1 1 1 1 1 1 / JP 11 10 1 1 6 � .. 1 //I / c \ % ■.1/ 1 '•f / / / / 1 1 1 1 1 N Q ‘->„,.\/ r D 1 ' r 1 / 1 1 1 1 1 1 1 1 1 1 1 1 / 1 1 1 1 1 1 1 1 / 1 1 6 5 • All hydrants AwwA approved , pumper traffic model • One yard 14 drain rock of hydrant base. 4 STANDARD FIRE HYDRANT DETAILS FIGURE 3 OVER 18' SPOOL FIGURE 1 FLANGED 7 -G" Hydrant, F� S`' spool , Ftanged IT 3 minimum g 6" Va1ve,Flan9ed iE Amok TEES PLAN VIEW 6 T hrus+ Bl ��1 1a. C la.s = 0 1�.�� goo p c alM1■1111, DRAWN BY: 6 %min. CHECKED BY: THRUST BLOCK DETAIL TEES ELEVATION VIEW FIGURE 2 PVC SPOOL Hydrant, M7 — &" C g Class lSo Pvc Thrus t Rods a:' Valve, FL". MT M ainline Tee �g Flanged -� D CAI 2" Cap (loose) Concrete Thrust Sloc.k PLUGS PLAN - ELEVATION VIEW 18' rw • Bearin5 area Di concrete on undisturbed soil (horiz. vert) FLUSHING POINT STANDARD aast 'won stree.t box. 2.'' Galvan'tzed 2." Mark. Oriseal drair. with tapped plus 2" WATER PLAN VERA WATER AND POWER CO. CLARENCE E. SIMPSON ENGINEERS, INC. N. 909 ARGONNE ROAD PH: 926-1322 SPOKANE, WASHINGTON 99212 PROJECT NO. Flug t.nx ft- DRAWING NO.