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PE-1059-76 (2)A TOPIC OF DISCUSSION AT _iIS HEARING MAY BE WHETHER OR N.._ THIS PROPOSAL WILL HAVE A SIGNIFICANT ADVERSE ENVIRONMENTAL IMPACT. AGENDA, DECEMBER 10, 1976 SPOKANE COUNTY PLANNING COMMISSION Time: � Place: Friday, December 10, 1976, 9:30 A.M. Conference Room A, County Court House Annex PRELIMINARY SUBDIVISION AND ZONE CLASSIFICATION UPGRADING 3. PE- 1059 -76, Ridgemont Estates No. 2 ZE- 144 -76, Agricultural to Single Family Residential (R -1) a. Location: b. c. d. e f. g. h. i. j. Section 25, Township 25 N., Range 44, E.W.M. That portion of the NE 1/4 of Section 25 lying NEly to Ridgemont Estates, bounded generally on the east by contour line; on the west by the 2075 foot elevation north by the north line of said NE 1/4. Tupper Realty Co., Inc. 'East12929 Sprague Avenue Spokane, Washington 99216 Benthin and Clark East 2608 Sprague Avenue Spokane, Washington 99202 Site Size: 42 acres Number of Lots: 62 Land use proposed by sponsor: Single family dwellings Existing Zoning: Agricultural, established March 27, 1942 Advertised Zone Upgrading: Single Family Residential (R -1) Water Source: Vera Water and Power School District: Central Valley School District • and Ely of and adjacent the 2300 foot elevation contour line, and on the Sponsor: Land Surveyors: -3- TFTAPHONE NO.: 456 -2274 SPOKANE COUNTY ENGINEER ROAD DEPARTMENT SUBDIVISION SECTION TO: .To4P Urcia. Dirertnr of Plannino. FROM: Robert S. Turner, County Engineer SUBJECT: Standard Plat Conditions DATE: December 7. 1976 We recommend approval of the plat of RIDGEMONT ESTATES NO. 2 PE- 1059 -76 subject to the following conditions: that conditional approval of the plat is given subject to dedication of Right of Way to the public and approval of the road system in the plat by_the County Engineer; that plans, profiles, and cross sections showing proposed street centerline and curb grades be submitted to the County Engineer for approval prior to construction and the filing of a final plat; that drainage plans and design calculations showing the grades and alignment of drain- age facilities be submitted to the County Engineer for approval prior to construction and the filing of a final plat; construction within the proposed public streets and easements shall be performed under the direct supervision of a licensed land surveyor, who shall be responsible for perpetuating all evidence of the location of survey monuments which may be . disturbed during construction and who shall furnish the County Engineer with "As Built" plans and a certificate in writing that all improvements were installed to the lines and grades shown on the approved construction plans and that all disturbed monuments have been replaced; . ,. no construction work is to be performed within the Public Right of Way until a permit, -has been issued by the County Engineer. All work is subject to inspection and approval_ by the County Engineer; all construction within the Public Right of Way is to be completed prior to filing the final plat or a bond in the amount estimated by the County Engineer to cover the cost of construction of improvements, construction certification, "As Built" plans, - and monumenting the street centerlines shall be filed with the County Engineer. 1. Gentlemen: West 808 Sprague Avenue Spokane. Washington 99201 (509) 838 -3685 MalliSOITIOPICEI Tale insurance C RECEIVED JUL 2 81975 SPOKANE COUNTY PLANNING COMMISSION County Planning Commission County Court House Spokane, Washington CERTIFICATE TO PLAT Order No. 72845 -M A Service of / 0 „ ir Transamerica Corporation Certificate for Filing Proposed Plat of RENZ , SUBDIVISION NO. 1 In the matter of the plat submitted for your approval, this Company has examined the records of the County Auditor and County Clerk of Spokane County, Washington, and the records of the Clerk of the United States Courts holding terms in said County, and from such examination hereby certifies that the title to the following described land situate in Spokane County, to -wit: That portion of Section 25, Township 25 North, Range 44 E. W. M., described as follows: Beginning at the Northeast corner of Lot 6.in Block 2 of TIMBERLANE FIRST ADDITION, as per plat thereof recorded in Volume 10 of Plats, page 61, said Northeast corner lying South 0 ° 27'18” West, 31.23 feet from the intersection of the East -West center - line of said Section 25, and the East line of said TIN_BERLANE FIRST ADDITION; thence North 0 ° 27'18" East, 60.00 feet; thence North 16 ° 10'39" East, 522.69 feet; thence North 19 ° 13'09" East, 530.67 feet; thence North 27 ° 21'36" East, 136.88 feet; thence North +3 ° 26'16" East, 859.41 feet;- thence South 41 ° 35'44" East, 478.46 feet; thence North 86 ° 59'38" East 133.07 feet; thence South 3 ° 00'22" East, 600.00 feet; thence South 44 ° 57'18" West, 79.83 feet; thence South 6 ° 41'16" West, 785.65 feet to a point on the East -West center line of said Section 25; (continued) thence North 89 ° 34'58" West, along said East -West center line, 293.30 feet to a point which lies 2886.00 feet from the West quarter corner of said Section 25; thence North 0 ° 39'38" East, on a line parallel with the West line of the Northwest quarter of said Section 25, 210.00 feet; thence North 89 ° 34'58" West, 210.00 feet; thence North 0 ° 39'38" East, 150.00 feet; thence North 89 ° 34'58" West, 260.00•feet; thence South 0 ° 39'38" West, 335.00 feet; thence North 89 ° 34'58" West, 340.32 feet to a point on a non - tangent curve, the center of circle of which bears North 46 ° 35'14" West, 176.96 feet; thence Southwesterly along said curve, through a central angle of 47 ° 02'32 ", an are distance of 145.29 feet to the point of tangent of said curve; thence North 89 ° 32'42" West, 75.23 feet to the point of beginning; VESTEES: Situate in the County of Spokane, State of Washington. JAMES W. FOX and EDNA Y. FOX, husband and wife, as to that portion of the herein described property situated in the Northeast quarter of the Southwest quarter of said Section 25. AND VERA IRRIGATION DISTRICT NO. 15, a Municipal Corporation, as to that portion of the herein described property situated in the South 25 feet of the West 2676 feet of the North half of said Section 25; AND A..B. RENZ and HILDA RENZ, husband and wife, as to the remainder of the herein described property. EXCEPTIONS: 1. General taxes for the last half of 1975, as follows: NW' of NE3 except portion in North parcel (Parcel No. 25541 -9003) - $81.24, including Weed District Tax. Page 2 Order No. 72845 -M SW4 of NE4 except portion owned by Vera Irrigation District No. 15, except 335x260 foot parcel, and except S. 25' in Irrigation Disi:'rict (Parcel No. 25541-9039) - $35.20, including Weed District Tax. (continued) I I 1 r Page 3 Order No. 72845 -M N% of NWk (Parcel No. 25542 -9006) - $207.06, including Weed District Tax. S% of NW', except S. 25 feet and except portion of 335x260 foot parcel (Parcel No. 25542 -9037) - $445.91, including Weed District Tax. Portion of SW's lying Northerly of Saltese Road, except platted portion (Parcel No. 25543 -9039) - $593.27, including Weed District Tax. Note: The following property, assessed to Vera Irrigation District No. 15, is tax exempt: South 25 feet of West 2676 feet of NW's (Parcel No. 25545- 9028). SALE OF THIS PROPERTY TO A PARTY NOT ENTITLED TO A TAX EXEMPTION WILL SUBJECT SAID PROPERTY TO TAXATION. 2. Assessments for the last half of 1975;to Vera Irrigation District No. 15, as follows: Parcel No. 25541 -9039 - $36.00 Parcel No. 25542 -9037 - $18.50 Parcel No. 25543 -9039 - No amount given on tax roll • • INCLUDING TERMS AND CONDITIONS THEREIN: • The Washington Water Power Company, a corporation Electrical distribution line, across the Northwest quarter of the Northeast quarter of said Section 25, except a tract described as: Beginning 3404 feet east of the Northwest corner of said section; thence South 26 ° 85' East 151.08 feet; thence South 51 ° 87' East 164.05 feet thence South 59 ° 07' East 198 feet; thence Northeast 437 feet to a point on the North line of said section 1320 feet West of the Northeast corner of said section; thence West to the place of beginning; with right to place 3 poles and 1 anchor on above described property in the location as surveyed and staked thereon, together with right to remove brush and trees June 23, 1945 July 3, 1945 658472A. (copy attached) 3.EASEMENT, Grantee: Purpose: Dated: Recorded: Document No.: (continued) 4. EASEMENT, INCLUDING TERMS AND CONDITIONS THEREIN: Grantee: The Washington Water Power Company, a corporation Purpose: Electrical distribution line across the East half of the Northwest quarter of said Section 25, with right to place 4 poles and 2 anchors in the location as surveyed and staked thereon, together with right to remove brush and trees Location: The exact location is not disclosed of record Dated: June 23, 1945 Recorded: July 3, 1945 Document No.: 658491A (copy attached) 5. EASEMENT, INCLUDING TERMS AND CONDITIONS THEREIN: Grantee: The Washington Water Power Company, a corporation Purpose: Electrical distribution line across that part of the Southwest quarter of said Section 25 lying East of the County Road, with right to place 6 poles and 1 anchor in the location as surveyed and staked thereon, together with right to remove brush and trees Dated: June 22, 1945 Recorded: July 3, 1945 Document No.: 658492A. (copy attached) 6. MORTGAGE, INCLUDING TERMS AND CONDITIONS THEREIN: Mortgagor: A. B. Renz and Hilda Renz, also known as Hilda E. Renz, Individually and as husband and wife Mortgagee: The Northwestern Mutual Life Insurance Company, a Wisconsin corporation Amount: $35,000.00 - Dated: April 17, 1962 Recorded: June 11, 1962 Document No.: 865543B, in Book 1006 of Mortgages,page 385 The above Mortgage is a re- recording of the Mortgage recorded as Document No. 8574773 in Book 1003, page 726. (continued) Page 4 Order No. 72845 -M cc: Benthin & Clark, Surveyors E. 2608 Sprague hm Page 5 Order No. 72845 -M Records examined to July 1975, at 8:00 A.M. TRANSAMERICA TITLE INSURANCE COMPANY By: / rvey H. Krell Title Officer 556 {72A RIOT! C? KAY E41EPEW, . j RISC o r lay EasemAnt t L. P. Pr:nule •v1 Fella P. Prin;; ' e, usband and wife for a iQ Piled Jul. 3, 1945 1:42 P.Y. natlerst ion [ end w r e en t to The Nashinjton bt0r Feuer /i P.p. ran f - � .fCon unp • -v�rrtic :., 1^a r o- aN sa 015 e. the r1_ht Joe A. et...rt. And. J.-to erect, constrict, - 1t tct nelnt•tn a electrical S. R14.. Dep. J dt:t- Ibutlon line o r. ..toting of .Ices, pole. ens associated 3.1. 0. Crawford, Pee. , fixtures, tc he !.cote: over, stonc and acress tn. following C de•eRlha.i 4ro.erty in ?.ikon• County, State or ,e+htn`ton to-wit: COMPARSL ,t t ✓ The Lurthweet ;goner or the Rortheeet ur ter IN* NE2) or ]e totfon 'sooty -rt.e (.6). Township h S .enty -P e ;2e) :: t rte, Nance ?antl :our (44) SEX.. Spokane 1 - .tretlft.. et•er% i tract G oor:hod .s: le _- _etna Jen4 feet east or the • + or ea section; then -. mouth 15 .• east 151.00 f a thence south `1 87. east 154 164..05 5 p thence south 59 O no.t 192 fo cc t; !note northeast 417 feet t0 • M line n /tint on the north line of section 1320 feet we, st or tn. Northeast Corner of old section; thence vast e0 place of t.7.SnninA, It le •nd.ntood end weed •e.• salt seaeleit covers the rtcht to place three (3) poles and one ,1) .char en the. oboe. de• :rl b•' property In the l0ost'on a • row surveyed end st.P•1 th0rect •;her ettte the richt to Inept¢ •.:4 l e1] to retmm brd.h end tree. shot say Interfere . 1 :h. Lne rro,t ,ction, nn.._. .n. e. . f•1- ""a tier Vf •• L ` ? • STATE 0? XASITIMMON) County of Spoken. ) es. Cr dcy. before me, she onderalstol. • not•ry nubile In ond for *all county and state, peroonelle epteRre1 L. 1 Prin.*. red Effie 9. erIrsle, husband . for the um nrd purposes tnerein mentioned. then under n, bond o official ..11 this 23 day of June A. 2., 1045. S. 9. Levier. Retery Public State of Weehiry;ton Cie- lotion Expires Jan. 6, 1949 32 S.cured by 0.6., Ralph S4Neirt, RAC. Dept.•- .Cnn.t. 'Apt. -- ,Attorneys. S.S.Llndey, Richt of 5.y. S.J.L. CSW9 0 - PITT` OF WAY ntrEOit ._ ._ Riche a inc Way 3.enent • t. P. Prtn:le vtl ?erne 4. PM n6I., husband .d wife f_r a valu- viled Jul 3, 1945 2:01 P.W. fl,nble cor•.d• carp and torrent to 'e Ra.hln -ton Water the 11 r R ep. Cram•° / 1y-' Pow er�[, 000! rt epo ucc and vitcesstra »�nt.tn s � .ttrSc'1 el Jon A. Sievert, Aud. ht to .l .0 0ns .. roof ii[,,((( ' Ade Sept // distril.11On lire ben -lea uC of a a e , 'ells end ocinted fix- Re c. 0. .rowford, Pee. , 1 cures, to be located own-, alto_ ande es the f'tialtowinc deaertbed property In Spokane County, scorn or W anlq;thn to-wit; 5'" e (pS. ( EC Lill The het hair oe the Northwest doctor (_ .. J ;) 0f yCi3el"'se:ty- rlve (25). Iowrahlp Twenty-fire nty-rl five (25) North, ?ante Port; - four (44) S.W., Spokane n. County County, Nosh. It le understood and .-reed that said easement covers the rii'ht t0 pi.:n four (4) poles end two ( anchors o t 1' above de. :r:bed property i n t h e loc.:Ion Re now sl - •1 •nd etve3 thereon, to0-'Jer with the rl ht :n Lnesect sold floe • n d to r e n c v e tr.:.h and trees that may inter-fete stn the c n •[n.<tlon. nwintenanC• and operation of the sore. Witness our hands this 23rd day June, 1945. L. P. Pr(n[le it !es. eerie N. Pr1n31. . f, . <4 I STATE. 0? WA31(100.OP) note r; County of Spoltne ) 3,. Cr. :his .'. berore ne, t "e uh n•d, a pElie In and , , for said county and .tote, Personal :7 en+eared L. P. Prin,;le a tern L. Prin-1., Iunb end end wife to me hown .n .he - ndivld, is described In end *10 e tie within instrunent,"14 •,rewl- dced that tie, sidne4 ofd reeled the rev. as their Erne a nd ! voluntary act and deed, o noes e and fearpo0ce therein mentioned. liven under my hand and official seal this 2Sr4 day of J ur .e A. 0., 1 OVaL ' 9. 3. Lesley, Moto-, Public Etta of 3e,hinctOn 1 Commission Expires :en. 6. 1949 t Lesley, Votary P,hllc in en: r the Stet. of 'lvh. ?.esllin- et Spokane Secured by 0.6.,R.1 ph St a,art,SnC.bept.-- ,Conet.Dopt. - -r Attorneys, 2.J.Llalse1_yi,;ht of any, 5J.1. 658492.1 hilt: C? :.0.Y EM1S_22': P.•rht of Nnv Easement S . L . Pee i L . r enl Rill' R• -dh, -, ! ,end .nd wife for • - eUJetta Piled Jul. Zoe A :3, ste.•rt / ^ 1945 2:02 P.Y. ^ 0 ideration o nay end our rer to 71m 9e.hl nnton Etter Parer rep. irontee est'_'. • en- pnra:..n, a s'. -- -. en ...la '.r-•e. tr0 r. n- to electrical drl- . W 1J,, Sep. `t bcon line cnns te, - - .. intd n .n .ttn r wires, vier .r1 ne 1. •d (inure., C. r.wrord. Rec. -' f <,t, run. r, tl to D Mende! + la over. -: o- a - -otlo %ti; n r -iced G AR:: /'}. 1 e rtya e s:5 . . a _, "n t:, Stet. of +.. a nc to -vtt: tx.e - het n of ,re Cma . 11 ar- r (37.;l lytn east of ,.n a - ty . -t ton } n ent. -five (25), Tor ]- • twenty-five 125):grt', er. l^_. e_foue (44) ca., - pozen Derby, '.a._. It '• • n •teed and eCr 4 that said 0eo rorera _ht , n1.e .. . s ( 6 ) red o • (1) .n :hnr on the . A tenement bed proper:- 19 a the lo,Gti[s e r •d. with the r - .id lie. t - .rush ant e re re . tido; may interferewith the co.. 0_y--, .. - _... _ •nc. en" opr r..lon de --.• re. Witness our hoods this 29ed dy of Jan., 1945. 1. D. L.rJy, rotary Pabllc h, end car the Stet. of V.sh. Pmidlnc et B ' 7. L. 0.e.than 3 :11. Needham \ \ 37177 C .AW:61r) • :tint of inn ) .n Mr. this to t the triers e T 0t, -:rite and old c n :y •rd a •reon:ale . L. H - - and 111 ^a ! :' - Men, h end etre, 0.0 e known tO th. nnl.n1, d•0'rlte1 In end v110 n e w :tbin ! •nt, end d spa : -••1 and - anted toe :nee a. their free and voluntary set and deed, hr t h e m , e.1 0. -rtes ...ertin.sea._cne_. ..s e- --..- ' •-re .. .__ • 'eel tnts 231 ley cr Jure A.D., 1943. Notary P.o..c _ vy. to ittlt jlato .(Gi an a - St.. _ - r 691h. In ~~/ t . -, 4Lna _+eu: G' :] 0.1..R.lph : tewart .•3ic.tePt..-- ,Crnct.0ept. -., ;,!tor , -.J.L :5515 t of Way, S.J.L. C s0Q4l402•1 STORM DRAINAGE EASEMENT AND RIGHT -OF -WAY AGREEMENT 173.1..7 // E 419 : tr THIS AGREEMENT made and entered into by and between Alfons B. Renz and Hilda E. Renz, husband and wife, residing at South 2009 Sullivan Road, Veradale, Washington 99037, hereinafter referred to as the "Grantors," and Spokane County, a municipal corporation of the State of Washington, having offices for the transaction of■business at West 1116 Broadway, Spokane, Washington 99201, hereinafter referred to as the "Grantee," jointly, along with the Grantors hereinafter referred to as the "Parties." The parties hereto do mutually agree as follows: 1. The Grantors, husband and wife, in considera- tion of $1.00, receipt of which is hereby acknowledged, and other good and valuable consideration, do hereby convey and release to the Grantee, easements and rights -of -way for a storm drainage system over and across lands owned by the Grantors and situated in the County of Spokane, State of Washington, a description of which is attached hereto and designated Exhibit "A ". Said storm drainage easement is intended to exclusively benefit the property particularly described in Exhibit "B ", attached hereto, hereinafter referred to as the "Developed Property." The purpose of said drainage easement is to provide an area for flowage and storage of storm water run -off originating on or flow- ing through said developed property. PROVIDED, HOWEVER, it is understood by the parties that this drainage easement shall not preclude or prevent the natural flow of water onto, over or across the land described in Exhibit "A" from properties other than those described in Exhibit "B ". 79b A. E. :aurae lax E. "fP !late L i - 7 2 1 4 e 1A Ccwlhi TY BD Rtl "1 /599tSL 2. All construction, maintenance and repairs of said storm draining system shall be the sole responsibilty of the Grantors and shall be in conformance with the storm drainage plan as approved by the Grantee. The Grantee has no right to enter upon the land described in Exhibit "A" except as provided for in paragraph 4, and except with the prior consent of the Grantors. 3. The Grantee shall have the right to inspect such storm drainage system and to determine and require con- formance with the storm drainage plan as approved by the Grantee. 4. The Grantors hereby release the Grantee from any and all claims, actions, and damages of every kind and nature whatsoever including inverse condemnation accruing to the Grantor arising out of or in any way incident to or attributable to the failure of said storm drainage system. The parties recognize and acknowledge that the storm drainage system has been designed to accommodate a storm of ten year frequency. To the extent that the storm drainage system fails as a result of a water flow or flood in excess of the ten year frequency, the Grantors waive any and all claims, actions and damages which they may have against Spokane County as a result of injury or damage to themselves or any of their real and personal property. 5. The Grantors agree to furnish the Grantee prior to the execution of this agreement their abstract of title showing marketable title on the date of this agreement. 6. The grants of the easement and the rights -of- way as well as the indemnity agreement shall run with the lands and shall be. binding on and inure to the benefit of the parties hereto, their heirs, successors or assigns. -2- 1. ?R:.. 7 IN WITNESS WHEREOF, the parties hereto have executed this agreement on the 9th day of February 1978. ATTEST: . OHLA of the .o. d Deputy Clerk ikerear, STATE OF WASHINGTON ) COUNTY OF SPOKANE ) 5-s :.:t av -. @{j +off€ � 41 GRANTORS G 4i / GRANTEE SPOKANE poration Board of -3- 4/./ `., ,tJOTARYCZ;':,,____C}J EN under my hand and official seal this 4. tl , 1978. COUNTY, a municipal cor- of the State of Washington County Commissioners On this day personally appeared before me ALFONS B. RENZ and HILDA E. RENZ, to me known to be the individuals des- cribed in and who executed the within and foregoing instrument, and acknowledge that they signed the same as their free and , rlHg untar act and deed, for the uses and purposes therein � 0ioned. •:= ,(one 1 % % / -) /� 't No rrPbblid ifi and � r the State of Washington, resid ng at Spokane EXHIBIT "A" Description (Drainage retention pond site) f I1ED DR RECDRDE01 REQUEST 9F County Engineer APR 14 3 2$ FM'80 . thWW'N A. . :.,14 L.11rilia t srosat cour1r.WASN1 175L7 nifc . 494 .,_ 568 That portion of the NE, NW'., and the NW'., NE', of Section 25, T.25N., R.44E.W.M., Spokane County, Washington, being more particularly described as follows: Beginning at a point that is 5.39 ° 16 1 42 "E., a distance of 626.85 feet from the N'-, corner of Section 25, said point being common to the north boundary of Section 25 and the west boundary of Len N. Cashatt and others, as established by a survey performed by Adams Engineering in 1976; thence along sad Cashatt west boundary, the following two (g) courses; 1) S.30 08 "E., a distance of 152.25 feet; 2) S.50 22'25 "E., a distance of 29.00 feet; thence 5.52 30'00 "W., a distance of 135 feet; thence S.30 22'00 "E., a distance of 119.42 feet; thence S.56 26'16 "W., a distance of 49.06 feet; thence N.30 ° 22'00 "W., a distance of I1.74 feet; thence S.52 38'00 "W., a distance o8 307.71 feet; thence 5.50 22'00 "E., a distance of 11.82 feet; thence 5.39 26 "W., a distance of 49.00 feet ; thence N.50 22'00 "W., a distance o8 161.19 feet; thence 5.45 39'33 "W., a distance of 389.84 feet; thence S.50 33'44 "E., a distance of x99.11 feet; thence S.39 26'16 "W., a distance nA 40.00 feet; thence N.50 33'44 "W., a distance of 293.47 feet; thence 5.45319'33 "W., a distance of 88.90 feet; thence S.76 35'00 "W., a distance oA 144.00 feet; thence S.07 35 "W., a distance of 2x5.00 feet; thence 5.59 05 "W., a distance of A44.00 feet; thence N.39 38'14 "W., a distance oA 57.50 feet; thence N.21 52'00 "E., a distance of 2g0.00 feet; thence N.85 21'57 "W., a distance of 29A.12 feet; thence N.49 09'34 "E., a distance of 922.00 feet; thence N.62 14'59 "E., a distance of 551.95 feet to the point of beginning. Containing 8.86 + acres. =lag yQUNG • Req Court House xxx DESCRIPTION: tiff, vf)1 A portion of the Northeast quarter of Section 25, Township 25 North', Range 44 E.W.M., being more part.ibularl.y described as follows: Beginning at the S.L. corner of Lot 24, Bloch "l. of 11idgemont Estates as per plat thereof recorded in Book 12 of plats, page 36 in the Spokane County Auditor's Office; thence along the ionndIuy of said plat the following three ' 5 l S ,° i (3) courses; 1. 0.03 a disl� of .�J).'JII feet; Z �.1,G �i9 38 " W., a distance of 133.07 feet; 3. N.41 ° 33' 4 4 "W., a distance of 478.46 feet; thence 11.39 "E., a distance of 517.23 fret; thence N.56 ° 26'16"[., a distance of 254.12 feet: thence N.'5 "L., a dl•;Lance of 59.94 fret; thence S. 56 °16' 59 "E. , a di', ta of 195.1)9 f,'o l ; thence. fl. 4S ° '.i3' 35 "l:. a distance of 477.84 feet Lo the N. 1 /Ib corner of the N.L. 1/4 of said Section 25; thence 5. "L. along the north line of the H.P. 1/1 of the N.E. 1/4 of said Section 25, a disl,ulco of 585.25 feel; hence ;.33 °01'22 "W., a distance, 698.46 feet; thence 5.12 "W., a distance of 558.86 feet; thence S.13 °1342 "W., a distance of 7')I.g4 feel; thence `.;.h1 "9., d di ;Laney of 269.19 feet; thence S.I)7 "l•1., ,i 'Ir,l,:ncc of'66f.9/ foot, lhtncr 5.47 ° 11 1 30'4., a distance. of ('15.O1) feel. to the S.L. corner 01 HI. 1/, Bloc: 3 of said recorded plat of 0idnenront Estates: thence along the boundary of said plat the following two (2) courses; 1. 0.06 "C a di,lanLo (0 795.79 fool.; 2. )1.44 ° 57'17 "E a distance of 70.94 ft el Lo Lhv ''.L. Lerner of lul. 24, Block 2 of said plat and point of beginning of this description Situate in the County of Spokane, "Cate o` ' ;c. ; "innt: on... AMENDED CERTIFICATE TO PLAT Order No. 83593 -M Description 9 1 1A1:€ 56 7August 23, 1977 --•'..-, .",-, .• . , •.' i K N ' , • ` 71 4 ,..ii:jr. - '' il : r- .- .21. .. e-2 1 gc-;110 ,'. c;: •.'7, .#. 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' "�=' °. /Y. uC3 v • `• 1- m f r / t / -/ ,/r / r v� f I ,�1 / ( ! / r/ ./ ", / / "` 1611/1 / / IQ / t , l r ( r ./ i i 1l / 11 1 / / : v ' �'f it [ M Ii t / • / / NI 1 ;� 1 A ••"‘ 6 1. . • o r . 11 ./ i `% / / Po ' y C � r ? • • \ l Nit • ,S7 R) PROJECT el it41 A AAA 5) Concrete Sewer Pipe - 10" Dia 6) 7) STORM DRAINAGE COST ESTIMATE ITEM N0. UNIT COST 1) Precast Dryw.ell- Standard P 707> du- 2) Precast Drywell- Extra Depth 3) Special Backfill for Drywell 4) Concrete gutter inlet DATE / - /3 COST f/yn.rD /(fl ,61) Sub Total � 5�(Tn - '-'17 Contingencies ss�� Y� -`3.72 TOTAL p!-(p '7 c✓ , OD Say a-7C .. 0D I 1 1 Description (Drainage retention pond site) That portion of the NE' NW':, and the NW- NE1 of Section 25, T.25N., R.44E.W.M., Spokane County, Washington, being more particularly described as follows: Beginning at a point that is S.89 ° 16'42 "E., a distance of 626.85 feet from the N1 corner of Section 25, said point being conmon to the north boundary of Section 25 and the west boundary of Leo N. Cashatt and others, as established by a survey performed by Adams Engineering in 1976; thence along s8id Cashatt west boundary, the following two b2) courses: 1) S.30 08'12 "E., a distance of 152.25 feet; 2) S:50 22'25 "E., a distance of 28.00 feet; thence S.52 38'00 "W., a distance of 13.07 feet; thence S.30 22'00 "E., a distance 8f 119.42 feet; thence S.56 26'16 "W., a distance of 48.06 feet; thence N.30 22'00 "W., a distance of 11g.74 feet; thence S.52 38'00 "W., a distance 307.71 feet; thence S.50 22'00 "E., a distance of 11.82 feet; thence S.39 26'16 "W., a distance of 48.00 feet; thence N.50 22'00 "W., a distance of 161.19 feet; thence S.45 39'33 "W., a distance of 4g4.98 feet; thence S.76 35'00 "W., a distance of 184.00 feet; thence S.07 35'00 "W., a distance o,E 275.00 feet; thence S.59 05'00 "W., a distance of 184.00 feet; thence N.39 38'14 "W., a distance'of 57 feet; thence N.21 52'00 "E., a: distance 8f 270.00 feet; thence N.85 21'57 "W., a distance of 281.12 feet; thence N.49 09'34 "E., a distance of 922.00 feet; thence M.62 14'59 "E., a distance of 551.95 feet to the point of beginning. Containing 8.67 + acres. STORM DRAINAGE EASEMENT AND RIGHT -OF -WAY AGREEMENT THIS AGREEMENT, made and entered into by and between•Alfons �o Ga wsaz B. Rend—and Hilda E. Rend, husband and•wife, residing at South 2205 Carnine Court,.Veradale, Washington 99037, hereinafter referred • to as the "Grantors ",and Spokane County, a municipal corporation of the State of Washington,• having its principal place of business. at West 1116 Broadway, Spokane, Washington 99201, hereinafter ' 'referred to as' `.'Grantee ", joint7,y; -along with the.Grantors, • hereinafter referred to as the "Parties". The parties hereta.do mutually agree as•follows:.. . 1. The grantors;.:husband and consideration of $1.00;, ' receipt of which is hereby acknowledged, other good and valuable ' consideration, do Hereby convey and release to the grantee, ease- ments and rights -of -way for storm drainage systems over and across • lands owned by the grantors and situated in the County of'Spokane, State of Washington,;a' description of which is attached hereto and designated Exhibit A:' ' 2. Said storm drainage. easement is intended:to exclusively benefit the property . particularly . desc'ribed in Exhibit B; 'attached hereto, hereinafter. referred to as :';developed property "., The pur- .pose of :said drainage• easement is to, provide an area. for flowage and storage of storm run- off.originating on or,fiowing through said developed. property.•; ? • 3. All construction; maintenance; and.repairstof 'said storm drainage system shall b e. the sole responsibility of the ; grantors and shall be in conformance. with storm drainage plane of. the: grantee. Grantee has no right to enter upon the land described in Exhibit A • except as provided in Paragraph 4, and'except with the prior consent. of the grantors. • 4. Grantee shall have the right•to inspect such storm drainage,' y. .system and to determine :and require conformance with the storm drainage plans of the grantee. -1- ATTEST: VERNON W.'OHLAND Clerk of the Board • By: Deputy Clerk STATE OF WASHINGTON ss COUNTY OF SPOKANE 5. The. grantors hereby.release.the grantee from any-and all claims, actions, and damages' of•any kind'-or nature vihatsoever ,.cluding inverse condemnation by or to andiall'persons or pro- perty arising-out of or in..any.,way. ricident to or attributable to the failure of said storm drainage system to fulfill'the purpose' • for which it was intended, 6. . The grantors agree to furnish the grantee prior to the .execution of this agreement, their abstract of title showing market- - able title on the date of this- agreement. • . 7. The grants of easements'andCrights -of -way shall run with the land.and shall be binding on and-.inure to the benefit'of the • parties hereto, their heirs,, successbrs'ore'assigns: • ' IN WITNESS WHEREOF, the parties hereto'have executed this • agreement on the day of , 1978. GRANTORS. GRANTEE SPOKANE'COUNTY, a municipal cor- poration of the Statenof Washington Board of County.Commissioners On.this day personally.appeared before me • and ,.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, nd thesiises and •purposes therein GIVEN under my hand -and official Seal.thi5.7/ :day.of . 1978. y ✓ . NOTARY, PUBLIC fivand for State of Washington;.residing . at Spokane. .� . EXHIBIT "A" Description (Drainage retention pond site) That portion of the NE1 NW', and the NW's NE4 of Section 25, T.25N., R.44E.W.M., Spokane County, Washington, being more particularly described as follows: Beginning at a point that is 5.89 ° 16'42 "E., a distance of 626.85 feet from the NI-4 corner of Section 25, said point being common to the north boundary of Section 25 and the west boundary of Leo N. Cashatt and others, as established by a survey performed by Adams Engineering in 1976; thence along s8id Cashatt west boundary, the following two b2) courses: 1) S.30 08'12 "E., a distance of 152.25 feet; 2) S.50 22'25 "E., a distance of 28.00 feet; thence 5.52 38'00 "W., a distance of 138.07 feet; thence S.30 22'00 "E., a distance 8f 119.42 feet; thence S.56 26'16 "W., a distance of 48.06 feet; thence N.30 22'00 "W., a distance of 118.74 feet; thence S.52 38'00 "W., a distance of 307.71 feet; thence S.50 22 "E., a distance of 181.82 feet; thence S.39 26'16 "W., a distance of 48.00 feet; thence N.50 22 "W., a distance of 161.19 feet; thence S.45 39'33 "W., a distance of 4g4.98 feet; thence S.76 35'00 "W., a distance of 1g4.00 feet; thence S.07 35'00 "W., a distance of 275.00 feet; thence S.59 05'00 "W., a distance of 184.00 feet; thence N.39 38'14 "W., a distance of 5750 feet; thence N.21 52'00 "E., a: distance 8f 270.00 feet; thence N.85 21'57 "W., a distance of 281.12 feet; thence N.49 09'34 "E., a distance of 922.00 feet; thence N.62 14'59 "E., a distance of 551.95 feet to the point of beginning. Containing 8.67 + acres. DESCRIPTION: Situate in the County of Spokane, State of AMENDED CERTIFICATE TO PLAT Order No. 83593 -M Description August 23, 1977 A portion of the Northeast quarter of Section 25, Township 25 North; Range 44 E.W.M., being more partibulariy described as follows: Beginning at. the S.E. corner of Lot 24, Block 2 of Ridgemont Estates as per Flat thereof recorded in Rook 12 of plats, pale 36 in the Spokane County Auditor's Office; thence along the boundary of said plat the following three (3) courses; 1. N.03 ° 00'22 "W., a distance of 599.90 feet; 2. 5.86 ° 59'38 "W., a distance of 133.07 feet; 3. N.11 °33'41 "W., a distance of 178.46 feet; thence N.39 0 26'16 "E., a distance of 597.23 feet; thence N.56 ° 26'16 "E., a distance of 254.12 feet; thence N.56 °11'51 "E., a distance of 59.94 feet; thence S. 56 °16'59 "E., a distance of 195.09 feel; thence t1.45 ° 53'35 "E., a distance of 477.34 feet to the N. 1/16 corner of the N.E. 1/4 of said Section 25; thence 5.89 ° 16'42 "L. along the north line of the N.E. 1/4 of the N.C. 1/4 of said Section 25, a distance of 585.2.5 feet; thence 5.33 °01'22 "W., a distance, 698.46 feet; thence 5.12 ° 22'01 W a distance of 558.86 feet; thence 5.13 °13'42 "W., a distance of 291.94 feet; thence 5.64 ° 58'44 "W., a distance of 269.49 feet; thence 5.07 ° 56'30 "W., a distance of 656.97 feet; thence S.47 ° 11'30"9., a distance of 675.00 feet. to Lhe S.E. corner of Lot 17, Block 3 of said recorded plat of Ridgenont Estates thence along the boundary of said plat the following two (2) courses; 1. N.06 "E., a distance of 785.79 feet; 2. N.44 ° 57'17 "E.,• a distance of 79.83 feet to the S.E. corner of Lot 24, Block 2 of said plat and point of beginning of this description STORM DRAINAGE EASEMENT AND RIGHT -OF -WAY AGREEMENT THIS AGREEMENT, made and entered into by and between Alfons B. Renz and Hilda E. Renz, husband and wife, residing at South 2009 Sullivan Road, Veradale, Washington 99037, hereinafter referred to as the "Grantors" and Spokane County, a municipal corporation of the State of Washington, having its principal place of business at West 1116 Broadway, Spokane, Washington 99201, hereinafter referred to as the "Grantee ", jointly, along with the Grantors, hereinafter referred to as the "Parties ". The parties hereto do mutually agree as follows: 1. The grantors, husband and wife, in consideration of $1.00, re ceipt of which is hereby acknowledged, and other good and valuable x .w consideration, do hereby convey and release to the grantee, ease- ments and rights -of -way for storm drainage systems over and across lands owned by the grantors and situated in the County of Spokane, State of Washington, a description of which is attached hereto and designated Exhibit A. 2. The easements and rights -of -way hereby conveyed and released are for the sole purpose of locating, establishing, constructing, operating, maintaining, repairing, and all other matters incidental to a storm drainage system over and across the lands described in Exhibit A attached hereto. r. 3. Said storm drainage easement, is intended to exclusively benefit the property particularly described in Exhibit B, attached hereto, hereinafter referred to as "developed property ". The pur- pose of said drainage easement is to provide an area for flowage and storage of storm water run -off originating on or flowing through said developed property. 4. Grantor shall not have the right to extend cuts and fills for grading done in relationship to the storm drainage systems, into . and on to the lands outside of the lands described in Exhibit A, -1- STORM DRAINAGE EASEMENT AND RIGHT -OF -WAY AGREEMENT THIS AGREEMENT made and entered into by and between Alfons B. Renz and Hilda E. Renz, husband and wife, residing at South 2009 Sullivan Road, Veradale, Washington 99037, hereinafter referred to as the "Grantors," and Spokane County, a municipal corporation of the State of Washington, having offices for the transaction of business at West 1116 Broadway, Spokane, Washington 99201, hereinafter referred to as the "Grantee," jointly, along with the Grantors hereinafter referred to as the "Parties." The parties hereto do mutually agree as follows: 1. The Grantors, husband and wife, in considera- tion of $1.00, receipt of which is hereby acknowledged, and other good and valuable consideration, do hereby convey and release to the Grantee, easements and rights -of -way for a storm drainage system over and across lands owned by the Grantors and situated in the County of Spokane, State of Washington, a description of which is attached hereto and designated Exhibit "A ". Said storm drainage easement is intended to exclusively benefit the property particularly described in Exhibit "B ", attached hereto, hereinafter referred to as the "Developed Property." The purpose of said drainage easement is to provide an area for flowage and storage of storm water run -off originating on or flow- ing through said developed property. PROVIDED, HOWEVER, it is understood by the parties that this drainage easement Ahall not preclude or prevent the natural flow of,water onto, over or across the land described in Exhibit "A" from properties other than those described in Exhibit "B ". Pate Sys R E. ¶ xct a Tux Exs ki! 7 ISTC SOO:2) 402.•i ; -2- 'P . a]tt A way as well as the indemnity agreement shall run with the lands and shall be binding on and inure to the benefit of the parties hereto, their heirs, successors or assigns. y '}' • .Yti l l � 2. All construction, maintenance and repairs of said storm draining system shall'be the sole responsibilty of the Grantors and shall be in conformance with the storm drainage plan as approved by the Grantee. The Grantee has no right to enter upon the land described in Exhibit "A" except as provided for in paragraph 4, and except with the prior consent of the Grantors. 3. The Grantee shall have the right to inspect such storm drainage system and to determine and require con- formance with the storm drainage plan as approved by the Grantee. 4. The Grantors hereby release the Grantee from any and all claims, actions/ and damages of every kind and nature whatsoever including inverse condemnation accruing to the Grantor arising out of or in any way incident to or attributable to the failure of said storm drainage system. The parties recognize and acknowledge that the storm drainage system has been designed to accommodate a storm of ten year frequency. To the extent that the 'storm drainage system fails as a result of a water flow or flood in excess of the ten year frequency, the Grantors waive any and all claims, actions and damages which they may have against Spokane County as a result of injury or damage to themselves or any of their real and personal property. 5. The Grantors agree to furnish the Grantee prior to the execution of this agreement their abstract of title showing marketable title on the date of this agreement. 6. The grants of the easement and the rights -of- executed this agreement on the 1978. ATTEST: STATE OF WASHINGTON ) ss COUNTY OF SPOKANE ) Vi• . OHLAI (" of the io d i a ee c Deputy Clerk IN WITNESS WHEREOF, the parties hereto have -3- 9th day of GRANTORS 4/.-2 GRANTEE SPOKANE poration Board of W. February '"Th �.' )---' , , COUNTY, a.municipal cor- of the State of Washington County Commissioners c! . 17S 7 On this day personally appeared before me ALFONS B. RENZ and HILDA E. RENZ, to me known to be the individuals des- cribed in and who executed the within and foregoing instrument, and acknowledge that they signed the same as their free and 1untary act and deed, for the uses and purposes therein E tCtl oned. z c ,.: _: �:.. // 1 �=o TA��]]R�Yt N'.1`A G,I EN under my hand and official seal this l ':: �'r yyUer 0 .4.r441 .Nj _: 1978. • • j29 r Notary PUbiici n / the State of Washington, residing at Spokane 4'` EXHIBIT "A" Description (Drainage retention pond site) That portion of the NE1 NW' and the NW!.; NE1 of Section 25, T.25N., R.44E.W.M., Spokane County, Washington, being more particularly described as follows: Beginning at a point that is 5.39 ° 16'42 "E., a distance of 626.85 feet from the N' corner. of Section 25, said point being common to the north boundary of Section 25 and the west boundary of Leo N. Cashatt and others, as established by a survey performed by Adams Engineering in 1976; thence along sa8d Cashatt west boundary, the following two (g) courses; 1) S.30 08'12 "E., a distance of 152.25 feet; 2) S.50 22'25 "E., a distance of 28.00 feet; thence S.52 30'00 "W., a distance of 135 feet; thence S.30 22'00 "E., a.distance of 119.42 feet; thence 5.56 "W., a distance of 49.06 feet; thence N.30 22'00"W., a distance of 118.74 feet; thence S.52 38'00 "W., a distance o8 307.71 feet; thence S.50 22'00 "E., a distance of 1 feet; thence S.39 26 "W., a distance of 49.00 feet ; thence N.50 22'00 "W., a distance o8 161.19 feet; thence S.45 39'33 "W., a distance of 389.84 feet; thence S.50 33'44 "E., a distance of 899.11 feet; thence S.39 26'16 "W., a distance oA 40.00 feet; thence N.50 33'44 "W., a distance of 283.47 feet; thence 5.45-39'33 "W., a distance of 88.90 feet; thence S.76 35'00 "W., a distance o8 144.00 feet; thence S.07 35'00 "W., a distance of 2g5.00 feet; thence S.59 05'00 "W., a distance of 844.00 feet; thence N.39 38 "W., a distance o8 57.50 feet; thence N.21 52'00 "E., a distance of'2a0.00 feet; thence N.85 21'57 "W., a distance of 298.12 feet; thence N.49 09'34 "E., a distance of 922.00 feet; thence N.62 14'59 "E., a distance of 551.95 feet to the point of beginning. Containing 8.86 + acres. -t 9.78.x i l. ;lur. 494 tit 566 FILED OR RECORDED' REQUEST County Engineer APR Id 3 24 PH 'BO 'r ErhoY 0. . As:.`:i;ITOP. ,SPOKANE COUN3 Y. WASH: IDfpJItY{ Reg Court House xxx • EXHIBIT "8" DESCRIPTION: A portion of the Northeast quarter of Section 25, Township 25 North,. Range 44 E.N.11., being more partibularly described as follows: Beginning aL.Lhe S.E. corner of Lot 24, Block 2 of Ridgeruont Estates as per plat thereof recorded in Book 12 of plats, page 36 in the Spokane County Auditor's Office; thence along the boundary of said plat the 'allowing three (3) courses; 1. 9.03 "41., a distance of 599.911 f 2. Si :6 ° 59 ' ";d. a distance of 133.07 feet; 3. N.41 ° 33'44 "W., a distance of 478.46 feet; thence N.39 ° 76'16 "E., a distance of 597.23 feet; thence 11.56"26'16 "C., a distance of 754.12 feet; thence N.56 °11'51 "E., a distance of 59.94 feet; thence S. 56 °16'59 "E. , a distance of 195.119 feet; thence 11.45 , it distance of 477.!14 fee'. to the H. 1/16 corner of 'he N.L. 1/4 of said Section 25; thence S.89 ° 16'42 "E. along the north line of the N.E. 1/1 of the N.E. 1/4 of said Section 25, a distance of 585.25 feet; Lhence. 5.33 0 01'22 "'9., a distance. 698.46 feet; thence 5.12 ° 22'(11 "W., a distance of 558.36 feet.; Lhence 5.13 ° 13 1 42"41., a distance of 791.94 feet; thence >.6,105814 "9., d di',trtnce of 269.49 feet; thence S.i)7 "9., ,r dislnnce of 656.9/ feet; (hence S.: " a distance of 615.00 feet lo the S.C. corner of Lot. 1/, Block 3 of said recorded plat of Ridgemont Estates thence along the boundary of said flat the following .. two (2) courses; 1. 9.05 "E a distance of 785.79 feel; 2. ;1.44 0 57'17 "C., a distance. of 79.83 feel. to the S.[. corner of Lot 24, Block 2 of said plat and point of beginning of this description Situate in the County of Spokane, fltate ofi " cui'i ^. ^ton.. v AMENDED CERTIFICATE TO PLAT Order No. 83593 -M OM Doscription .OI. 49q. r:.� 5j67August 23, 1977 Are0. 0 7Zea - Tian imc/cr 9eo.:Jia5s /959 /9S 37o a -r / 9 Si (2, s) = '7 -Fi t 463 .05 be 77;c0 7X 2, S c I 8E27 23-1- cck \. zfr a .1%fi ',nc/cr ea d,'a35 e3e0 (z, 5) _ //6 000 f L 05 ��, ecriA /7ree = e /. 7S /,75 ' (//6 0 RR-) _ /ani meler ,Reac4in9 c 3 jc 23•O 65 6 1-S 9 Y ©0 $ (.5) _ `f-‘),750 ri` .05 ,2R GJC 111 //1 ccD 3, COO ' 3 0958 ' 0935 /s6s J .75 (96 ) 750 ft = 35 ) o62 4 -E E6 E 302 ao,l /off. 'FL 7 ;4 , Go l , -t8z 3, GOB 179 0 SO ( eo,r - Jfl_�_m 'c� � e �. \ 7 � r� r'� � <_ �°_ : c - � - 1 .e r Cc,, r e cal � CC n 1 ca- 1 , 1 per No. 25 24 ho lr,_r Ln - 1 - e n si+7 = , oz5 C = C .i = , ES (, 025)6/ 3 acres _ ,7c-f rec "! P�loni 670 (c,5) = 183, Soo ,os _ 771, ticp - T -h ,7 re« t/ -7 5 SOO T'? SA e_ rec. 1 P/om in1 c r Rc acl c• a T?eorlii,c 19-"35 (a5) = 7 750 . os /7/' CC_ J F %iaime /Gr RC n J 665 7 <1 0 3k.` -Li ti J l '- . { e p a c \' r cc /.7S 75o _ /30 8/E P /us ;7dd / r 7 r` Ccspcci} oy reit -s .Nn _In 'c1ev ibn° / c) - i / Cur r ,, \\ 3 A 'I — 2 ? 20 _ I.7 S `1 J L o 1 519 // 9Q 585 � ' l (e,$) _ 89 : OO 3'L os 4- - S - 10 r CI a 89 -E' (I ) = 89 500 C`3 S`+Oi Qc e_ 7310 / % 70, 800 5 - E 347 750 *k. 3 'te SSO t �: > > RIDGEPIONT ESTATES ADIMNDU�� Curb and gutter inlet capacities along Vera Crest Drive: Area #2 contributes 6 cfs and .25 cfs is disposed of by drywell at Sta. 9 + 60 Ridgemont Drive, located on low permeability soil. • By- passing drywell is approximately 5.75 cfs. (6 - .25 = 5.75) Contributing to drywell, Sta. 10 + 60 Vera Crest, also located in low permeability soil, 5.75 cfs from by -pass of previous drywell and 1 cfs from flow off Ridgemont Drive west side. Disposed of by this drywell .25 cfs. By- passing drywell is approximately 6.5 cfs (5.75 + 1 - .25 = 6.5) Contributing to curb and gutter inlet, Sta. 6 + 70 south side Vera Crest, 6.5 cfs from previous drywell and 1.5 cfs from part of Area P3. Disposed of by this curb and gutter inlet 3.8 cfs (From Nomograph for flow in triangular channels) By - passing inlet is approximately 4.2 cfs (6.5 + 1.5 - 3.8 = 4.2) Flow contributing to drywell at intersection Conklin and Sta. 5 + 50 Vera Crest located in low permeability soil is 4.2 cfs. Disposed by drywell .25 cfs. By- passing drywell is approximately 4 cfs. Contributing to drywell with overflow to ditch on north side of Vera Crest is approximately 4 cfs. from previous drywell and 3.25 cfs from part of Area #3. Disposed of by drywell is approximately 1.5 cfs. By-passing_drywell 5.75 cfs. Q going over curb and gutter inlet Sta. 0 + 30 south side of Vera Crest is approximately 6 cfs. from Nomograph 2.5 will by -pass inlet. Q going over inlet at Sta. 0 + 00 south side Vera Crest is approximately 2.5 cfs. From Nomograph we are capable of disposing more than what_ is flowing by. 3 4 yy ..._ '7Q :li 40 h:. +• = • 'c...,.. 400 )50 1 c.. ... .,_ i. � @ 1313 oLe a 5 rnin. 3 n e ra\Jn 3 / / A a lop a jtjr = Paved A m Ana = Gve2la4ed travel 620' cata. pcoyfill e goo' ouCr no.loroA , 300 . 2.0 -- 4,es1 ca\ eirt‘"• = A1 ! /0 0 3 G Area = 8,9 ::c,o2 Arca = Paved Asev - Drive Area = Lawn IC2et.- 1 3verlardi . cravel , -7001 ere"- SA-6--k; • . 19 7, 5 n 'in ey /00 y r, / /a , ,, 6 t 5 /S,5 aos /0, 8 725 J e a , 9 • cm 3 0 2, 6, ._3 a "F8 / 7, - •9- 32 5 , /6 • Z. /0 . Z 2.90 mss', O /,6 •31- / /,4 -F, 57 z, 1 8,0 i,zZ £, / s.s --1-, ( O 3, S 3 5 6 7 S /0 // 5-for -for ec c�l os cf lc 1 E:/r; Trn c. Ca/lccn+r & tOrt. ri),,,,,)3_2„,,_,,,,,,,,,,it„,„,,..„ (,--„ 1-- 0, p 1-‘.. -Dcr 6-n-, +b p O' .k i h bd -C are a /o ?e br 7 ci ES /11 i/7Grfe5 s8 (1.95 ) /so L_ccr'e5 7/ c--Fs �• S�o 7 cfs (60 sec ) as'v % _ /m6 500 f { geccescaryi tor 0 - -1 -- -- Two 2 c fs - te ( y Wells � v ns - 1 - A c_ cop cc.C/ 1 7 1 / O f eac✓ C� J - c. 1 - 01c),( ) fa r d,i s 21 6 per �o�1. /00 3 r . SIoirri 1 l�e (Ai eo kc e T co_ rCLpC'r 25 i rn c\�arc�;l }1 = = z8 Pc_rc s = /30 ,/(,20) 130 = &, G c "�S 2 _ plen-17 cir/ cue IIs d r ds2scY.c3 1-c Ss 5 rr�� . A STORMWATER RUNOFF DATA :JJECT it /86 TITLE: /C 1 C,Md/') 7 T'7 &F , jv ' �— JIL TYPE * ** 10.60 * *4 2:. tit * ** 500.005 * ** 0.00 *** .CC in 13.00 R.5* 'Drainage Area No. Total Area, AT, Acres No. of Homes Ft. of 40 ft. Roadway Ft. of 36 ft. Roadway No. of Cul -de -Sacs, 35'R Time of Concentration, Tc, Min. * *:f. Rainfall intensity, i, in /hr 0.375 *4* Roof Area, AR, Acres 6.tf3 + ** Paved Area, AP, Acres 0 * ** Driveway Area, A Acres **'' Lawn Area, AT, Acres :.c_4 it. Composite Runoff Coefficient, C Runoff, Q, cfs. 1.JC,1. LOCATION: 3 FD(! A 'Jr' F''. zS - 1- ¢ VERIFIED BY: f •/14 r c,- 2. in *4 20.33 i *+ 6S3 . 3t in 0.66 * *4 f.6 n* :;.Be *** :.'2 t ** 0.25' * ** 7..`.:2 * *» DATE S,(cd D) 4 Drainage Area No. Total Area, A Acres No. of Homes Ft. of 40 ft. Roadway Ft. of 36 ft. Roadway No. of Cul -de -Sacs, 35'R Time of Concentration, Tc, Mir Rainfall intensity, i, in /hr 0.7S0 *4* Roof Area, AR, Acres C.S:f, **4 Paved Area, A Acres 0.230 * ** Driveway Area, A Acres 13.630 * *4 Lawn Area, AL, Acres Composite Runoff Coefficient, Runoff, Q, cfs. JJECT N X86 TITLE: lC I 9';;• 4 o %/ ND• ! LOCATION: VERIFIED BY: iIL TYPE * ** 7.25 *. *T 14.55• *** 635.be *** 0.05 * ** L.35 tat 8.55 *** 2.45 t** C.545 * * * . 0.584 0..155 * *ai * *z i.c80 * ** Drainage Area No. - Total Area, AT, Acres No. of Homes Ft. of 40 ft. Roadway Ft. of 36 ft. Roadway No. of Cul -de -Sacs, 35'R Time of Concentration, Tc, Min. Rainfall intensity, i, in /hr Roof Area, AR, Acres Paved Area, AP, Acres Driveway Area, A Acres Lawn Area, AT, Acres Composite Runoff Coefficient; C 4.376 *. ** Runoff, Q, cfs. Al STORMWATER RUNOFF DATA 4. * ** 2._ * * *. 6.06 Y** 330.00 f** 5.5C * ** 0.0J 444 DATE t Drainage Area No. Total Area, A Acres': No. of Homes. Ft. of 40 ft. Roadway Ft. of 36 ft. Roadway No. of Cul -de -Sacs, 35'R 13.:13 *** Time of Concentration, Tc, M :.30 * ** Rainfall intensity, i, in /hr 0.5;; * ** Roof Area, A Acres 13.304 * ** Paved Area, A Acres 0.054 * ** Driveway Area, A Acres 2.275 • ** Lawn Area, AL, Acres e .29 5 # * . 4 Composite Runoff Coefficient :,c46 *4* Runoff, Q, cfs. DJECT # 9 TITLE: 7 ✓ " /440f) % !IL TYPE STORMATER RUNOFF DATA A7- r /rJJ, LOCATION: VERIFIED BY: DATE ti Drainage Area No. Drainage Area No. t.%or 6. 4** 4C, *** Total Area, AT, Acres ,` Jl, **4 Total Area, A Acres':_ 45.03 ; No. of Homes 61.0E, .�. *e No. of Homes ; 1 S d. C , � **..i Ft. of 40 ft. Roadway C.fC.C[ .r s, Ft. of 40 ft. Roadway E.J❑ * ** Ft. of 36 ft. Roadway 6.00 * ** Ft. of 36 ft. Roadway !•.33 *.*:4 No. of Cul -de -Sacs, 35'R 0.L3 44* No. of Cul -de -Sacs, 35'R 16.2E *4* Time of Concentration, Tc, Min. 1 *** ; Time of Concentration, Tc, 1,60 414 Rainfall intensity, i, in /hr • 1.66 4r Rainfall intensity, i, in /hr :.C77 ***: Roof Area, AR, Acres 5.155 *4* Roof Area, AR, Acres 1.61E *** Paved Area, Ap, Acres 2.633, -s** Paved Area, A Acres 0.602 *x* Driveway Area, A Acres 1.13' *** Driveway Area, A Acres 25.;:i * *.* Lawn Area, A,, Acres 25.305 *.** Lawn Area, AL, Acres • C.25 C.25Ci 44* Composite Runoff Coefficient, C 0.223 *.**• Composite Runoff Coefficient, 13.23 *** Runoff, Q, cfs. 15.24E 444 Runoff, Q, cfs. A // C STORMWATER RUNOFF DATA OJECT # 1� TITLE: PID6fMo»l EST, 7ES xlD. Z DIL TYPE rxx IC.20 *xx 18.0e 0 74C.t.0 *a* 6.00 *4:4 1 . cE. *.* 14.00 ♦4t 0._70 * ** Drainage Area No. Total Area, AT, Acres No. of Homes Ft. of 40 ft. Roadway Ft. of 36 ft. Roadway No. of Cul -de -Sacs, 35'R Time of Concentration, Tc, Min. Rainfall intensity, i, in /hr 0.702 ns Roof Area, AR, Acres 0.7 :1 04 Paved Area, Ap, Acres 0.252 ns Driveway Area, A Acres 8.535 a ** Lawn Area, A„ Acres Composite Runoff Coefficient; C 5.104 *. Runoff, Q, cfs. LOCATION: VERIFIED BY: 0. *op 5.00 4 #x 0.00 4si 6.00 .r.1* C.CC rt» 7.00 txx £.227 4:** DATE No. of Homes 0.956 44* Runoff, Q, cfs. Drainage Area No. Total Area, A Acres Ft. of 40 ft. Roadway Ft. of 36 ft. Roadway No. of Cul -de -Sacs, 35'R Time of Concentration, Tc, M 2.6I xtt Rainfall intensity, i, in /hr Roof Area, AR, Acres Paved Area, A Acres Driveway Area, A Acres Lawn Area, A Acres Composite Runoff Coefficient CJECT N /d(O TITLE: )IL TYPE 41* Drainage Area No. 5. 1.40 I*I Total Area, AT, Acres 3.09 *4* No. of Homes 225.00 ,4I1 Ft. of 40 ft. Roadway C ;1I Ft. of 36 ft. Roadway 0.00 114 No. of Cul -de -Sacs, 35'R 0.::' *** Roof Area, AR, Acres 0.207 I 44 Paved Area, Ap, Acres 0.042 114 Driveway Area, A Acres 1.034 *** Lawn Area, AT, Acres STOR1flVATER RUNOFF DATA R/b6iMoN r: sr irs ova l_ C.50 III :Time of Concentration, Tc, Min. 4.;g 4 *1 Rainfall intensity, i, in /hr • 0.33C *II Composite Runoff Coefficient, C *1* i Runoff, Q, cfs. 1.,)C.r` . LOCATION: r,; VERIFIED BY: 10 Drainage Area No. L.000 s +1 Total Area, A Acres'; 13.0_; 441 No. of Homes 0.00 1I1 Ft. of 40 ft. Roadway 0.E *I1. Ft. of 36 ft. Roadway 9.00 114 No. of Cul -de -Sacs, 35'R 7.59 1*I 2.Ei: x11 0.507 411 6.000 *s* 6.432' 111 8.111 * *I 0.210 *I1 4.952 II: DATE Runoff, Q, cfs. S t Roof Area; A Acres Paved Area, A Acres Driveway Area, A Acres Lawn Area, AL, Acres Time of Concentration, Tc, Mi Rainfall intensity, i, in /hr Composite Runoff Coefficient JECT # 1 (0 TITLE: PoCL4464 -cc L TYPE 1:. 444. Drainage Area No. ` `C *4* Total Area, AT, Acres 3.00 * ** No. of Homes :7C.00 *1* Ft. of 40 ft. Roadway C.00 444 Ft. of 36 ft. Roadway 0.0C *** No. of Cul -de -Sacs, 35'R s,.ce **4 Time of Concentration, Tc, Min. 2,53 *4* Rainfall intensity, i, in /hr 0.117 4 ** Roof Area, AR, Acres 6. :56 4*4 Paved Area, Ap, Acres 0.642 * ** Driveway Area, A Acres 3.135 **Jr Lawn Area, AT, Acres 2.116 **4 Runoff, Q, cfs. STORMi4ATER RUNOFF DATA F /)c G - LOCATION: VERIFIED BY: DATE Drainage Area No, Total Area, A Acres of Homes Ft. of 40 ft. Roadway Ft. of 36 ft. Roadway No of Cul -de -Sacs, 35'R Rainfall intensity, i, in /hr Roof Area, A Acres Paved Area, A Acres Driveway Area, A Acres Lawn Area, A Acres 0.242 *4* Composite Runoff Coefficient, -C Composite Runoff Coefficient, Runoff, Q, cfs. Time of Concentration, Tc, Min 0 -- -..l 5,0I '0 1 .1e.. 71--0 1 4'= 2, 9 33P1 - .-- I 8 l,.(o 3 .0 225 -' 3' 8 - ! 3 - \. 3,5 a DC) — • -F o 32.5 81 13.1 5 O l i,9z z,s I S.S 2o. B8 -- — 13 45 1,251 I'll _ 4e3S a 5 2, �so 1 10._( ZS 9.90 --- Z. ._ 1.3 I ,vi z, so 13., S._ '- 9/Z' -70 sta .-�., $.. 2,7 7 s 240 3.73 O e,d 2 ' 5 {__ -,„ic AA. 2_ 1 0. ' 2-7 2, - a g = = = c, = 1 No. Zioacs = 8 .... C Arca 5, 0 I 0 D Arca = Pc.ved Arca rive Area = Area = Ovuriand travel tim?o - f yze.. sthJciy, • • AT ea t No. Hoes Gross Area = itho Arca = Paved Area - 12,10' rood , t 1(); \ 20 s Drive Arca = Lawn Arca - . Overland travel timc:' ICI It e , 05 = rfl \ e .'5 rn 330 0-t A. CM-it • Q, --\1•2)aVO:\ \ —4 ) in n 600 cruel. ,-,Lcht, .01 \ \ n - 9 add Arco- 8 + S.Z 7- i7 $' a y r cnauLd.i ti . C ,. Soo e ' 300' e' .c0 No. - �o I' ay ,. - 330 ' Yb 4 . .: J 1),-,0N care^ _ 12,0 ea.11. I m 310' 13 aux. -'fnaisu.Q - 5 . 5 my r. 5tii ES , 0B cues\ , o u�} = c3•o Dt, = 13, 5 7 - I - 3 •. • Cross Area = (.0 o.cr Koof Arta = Paved Area i t 1°1" la C. "5°4 • Drive Area = Lawn Arca = Arca -I. Q = L. • Gverland travel 14koo cop, e._ T.1 1000 st.1-0-A- no.-x. car.. . o c r 5 - 3c:$12 --• I 9 CI, I . No. Names go f4J3 4-(5 kc Gross Area = Roof Area = 1 Pavod Aroa -' 3col O 9 -c ) i ' " " / e C°1 Derive Area =, Lawn Area - Ovorland travel ' 1000 03(0 axyet ri-ers-1 19Q0 I 077 213.3 e 5U& Tr_ - l i tho\ —4 te •+-04 1 s 09 e ro-.03 _ ') Fein. 8 • 3 9 . ■°V_ ...2o u. 225 / Q 3oa . o awn rnma : 5.5 ».i • Zoo u� . O 3 av� go )1 = i .O +�.'� /••-•\ , Via, S •■ Spokane County Utilities pepartment SEWER SERVICE PAYMENT CARD Property Address: Billing Address: (1) (2) (3) (4) (5) CURRENT ARREARS TOTAL BILLING MONTHLY (columns BILLING DATE BILLING 5 minus 6) (co1.2 &3) PAYMENT RECD. (6) (7) AMOUNT DATE (8) REMARKS (Q- 1,6 er—s S= /- °7 o a ? bypk -- /.a , /. '(cis I y sp /2t- S i. 7 °/ v , 241 W _ /f. 2- oft--1 7.7 (Ala = .l3 uJ 11 1- - 4 . . 2 — 3 '— 8 ()2 +, z) `-_ . 9 / z _ . ifs" 6= 63 A e 4-P / 1- 7 irod- _ • L /. O trs ,o1 x 7 2 ' 8 ( 1 13 G 24.7 / o = .t/ X t ° .V <04,41. _` 2 - tj2 : /1 57 / 4)(04f,(6.. ,27 . G� a 3 3 d/o X L .Z = 244 .5 x /.d= .75 =•1;4 Sf 3a �9 Q 01-. z S = 3 s'1/2 ' t y/Prss So L„,7) - t /i 4 tw c 3G %x s•2 /904 z= is -4 = .5 -1 = e/z 2-3 w: 9 - � - I. /4, A `D i H 1U2 = 36 x S. 2 = /.%is 2 = lr1 G z V.va Cot* Or s . S,?4 gt si z (d+d �l /41, I-reca . t8 s . j G - x. S Sr Or_ 6,6 (Pi (w` @ ca4 -k0t= Q a. cP S 3.(, °6 ii 2j3% 04- o..J , `4 v .11 . / � s �� Q e b 5 y: ) . '-J z G Yy 'l3 e '24 c r - a /.5-ci-s IJ S71/2 K Z. o . -f /L• t� a b c S t n le.,'cepL T 71 5 = G•v ° 4 C15 I eC { c,.o.a.=• , ztsF Zatp Lo„u_ s • 8 5 F. 0 V G= z (d ` _ G / /:3 2 / -$ — 3 —it= 3 j, i v ---- • / x� !✓o tc-L r l 2p S - Ct 3r o0 2T a � f - rc.-,._ r ra. e o l b y ft-SS-es 54-r.. S+- s3 �z • G s t 4,2 `> /e S t lco O (2* U s e= 6 ^°w` °5 L =.44 -7D4 Q erc 83 d/ X , cmit cY'D u 4 = 3.5 C y /67"/.9 n - 0 _- '. a 8 °/p Fro cake.. `�� _-3b' °% 73° %D X -G . `I t i - d5 Sai • Z cV-S \,167cssa C? 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Renz, husband and wife, residing at South 2009 Sullivan Road, Veradale, Washington 99037, hereinafter referred to as the "Grantors," and Spokane County, a municipal corporation of the State of Washington, having offices for the transaction of business at West 1116 Broadway, Spokane, Washington 99201, hereinafter referred to as the "Grantee," jointly, along with the Grantors hereinafter referred to as the "Parties." The parties hereto do mutually agree as follows: 1. The Grantors, husband and wife, in considera- tion of $1.00, receipt of which is hereby acknowledged, and other good and valuable consideration, do hereby convey and release to the Grantee, easements and rights -of -way for a storm drainage system over and across lands owned by the Grantors and situated in the County of Spokane, State of Washington, a description of which is attached hereto and designated Exhibit "A ". Said storm drainage easement is intended to exclusively benefit the property particularly described in Exhibit "B ", attached hereto, hereinafter referred to as the "Developed Property." The purpose of said drainage easement is to provide an area for flowage and storage of storm water run -off originating on or flow- ing through said developed property. PROVIDED, HOWEVER, it is understood by the parties that this drainage easement shall not preclude or prevent the natural flow of water onto, over or across the land described in Exhibit "A" from properties other than those described in Exhibit "B ". Cir 41- -2- tASe4 2. All construction, maintenance and repairs of said storm draining system shall be the sole responsibilty of the Grantors and shall be in conformance with the storm drainage plan as approved by the Grantee. The Grantee has no right to enter upon the land described in Exhibit "A" except as provided for in paragraph 4, and except with the prior consent of the Grantors. 3. The Grantee shall have the right to inspect such storm drainage system and to determine and require con- formance with the storm drainage plan as approved by the Grantee. 4. The Grantors hereby release the Grantee from any and all claims, actions, and damages of every kind and nature whatsoever including inverse condemnation accruing to the Grantor arising out of or in any way incident to or attributable to the failure of said storm drainage system. The parties recognize and acknowledge that the storm drainage system has been designed to accommodate a storm of ten year frequency. To the extent that the storm drainage system fails as a result of a water flow or flood in excess of the ten year frequency, the Grantors waive any and all claims, actions and damages which they may have against Spokane County as a result of injury or damage to themselves or any of their real and personal property. 5. The Grantors agree to furnish the Grantee prior to the execution of this agreement their abstract of title showing marketable title on the date of this agreement. 6. The grants of the easement and the rights -of- way as well as the indemnity agreement shall run with the lands and shall be binding on and inure to the benefit of the parties hereto, their heirs, successors or assigns. 1978. ATTEST: By Deputy Clerk IN WITNESS WHEREOF, the parties hereto have .1 executed this agreement on the 9th day of February'. VERNON W. OHLAND Clerk of the Board STATE OF WASHINGTON ) ss COUNTY OF SPOKANE ) GRANTORS • M /( aA..( /i✓ Y. , / ai GRANTEE SPOKANE COUNTY, a municipal cor -. poration of the State of Washington Board of County Commissioners -3- On this day personally appeared before me ALFONS B. RENZ and HILDA E. RENZ, to me known to be the individuals des- cribed in and who executed the within and foregoing instrument, and acknowledge that they signed the same as their free and voluntary act and deed, for the uses and purposes therein mentioned. < I EN under my hand and official seal this l� day: of -r ;�, „ , 1978. R No 7r tes / r , 4 ,i-f P b • 1 an• r the State of Washington, resid g at Spokane EXHIBIT "A" i Description (Drainage retention pond site) That portion of the NE; NWi and the N141/4 NE';, of Section 25, T.25N., R.44E.W.M., Spokane County, Washington, being more particularly described as follow:-.;' Beginning at a point that is 5.89 ° 16'42 "E., a distance of 626.85 feet %from the N; corner of Section 25, said point being common to the north boundary of Section 25 and the west boundary of Leo N. Cashatt and others, as' established by a survey performed by Adams Engineering in 1976; thence,' along sad Cashatt west boundary, the following two (1) courses; • 1) 5.30"08'12"E., a distance of 152.25 feet; 2) S.50 22'25 "E., a distance of 28.00 feet; thence S.52 30'00 "W., a distance of 135 feet; thence . 5.30 22'00 "E., a distance of 119.42 feet; thence S.56 26'16 "W., a distance of 48.06 feet; thence N.30 °2 2'00 "W., a distance of 118.74 feet; thence 5.52 38'00 "W., a distance o1 307.71 feet; thence 5.50 22 "E., &distance of 11.82 feet; thence S.39 26'16 "W., a distance of 48.00 feet ; thence N.50 22'00 "W., a distance o1 161.19 feet; thence S.45 39'33 "W., a'distance of 389.84 feet; thence 5.50 33'44 "E., a distance of 199.11 feet; thence S.39 26'16 "W., a distance o1 40.00 feet; thence N.50 33'44 "W.•, a distance of 2 feet; thence 5.46. 39'33 "W., a distance of 88.90 feet; thence '.:' 5.76'35'00"W., a distance o1 144.00 feet; thence S.07 35'00 "W., &distance of 215.00 feet; thence S.59 05'00 "W., a distance of 144.00 feet; thence 11.39 "W., a distance o 57.50 feet; thence N.21 52'00'.'E:; a distance of 210.00 feet; thence N.85 21'57 "W., a distance of 291.12 feet; thence N.49 09'34 "E., a distance of 922.00 feet; thence N.62 14'59 "E.,a,'distance of 551.95 feet to the paint of beginning. Containing 8.86 + acres. DESCRIPTION: inurx•mmukuoua=knizaim, AMENDED CERTIFICATE TO PLAT' :Order No. 83593-M Description . August' 23, 1977 A portion of the Northeast quarter of Section 25, Township 25 North: -- Range 44 E.14.14., being more partibularly described as - follows: plat thereof recorded in Bonk 12 of plats, page 36 in the Spokane County::, .•. Beginning at the S.E. corner of Lot 24, Block 2 of ilidgeniont Estates asper Auditor's Office; thence along the boundary of said plat the following ; three (3) courses; 1. 11.03 a distance of 599.90 feet; 2. S.86 a distance of 133.07 feet; 3. N.41°33'44"W., a distance of 478:46. feet1 •-• ' thence 1 a distance of '597.23 feet; 'thence-N.56920.6 distance of '254.12 feet; • thence N.56 a distance of 59•:94"feet • ' thence S. 56 a distance of 195.09 feel; thence N.45 • distance of 477.84 feet to the N. 1/16 corner of the N.L. 1/4 of said Section 25; thence S.89 along the north line of the II.E. 1/1 of the .N.E.'101 of said Section 25, a distance of 585.25 feet; thence S.33°01'22".W., a distance. . • " 698.46 feet; thence 5.12 a distance of 558.86:feet; thence 5.13 a distance of 291.94 feet; thence 5.64 a distance of 269.49 feet; thence 5.07 a distance of 656.97 feet; thence H distance of 675.00 feel. Lo the S.E. corner of Lot 17; Block 3 of said plat of Itidgemont Es la tesi thence along the boundary of said .pl at the following two (2) courses; 1. 0.06 a distance of 785.79 feet; 2.,„14.44.-9-57,17"E:, a distance of 79.83 feel to the S.E. corner of Lot 24, Block 2 of said,:plat and point of beginning of this description • • Situate in the County of Spokane, fltate o5 H 1., n,•,,, • ' " . •• •,,y, • ' THIS AGREEMENT made and entered into by and between "Alfons B. Renz and Hilda E. Renz, husband and wife, residing at South 2009 Sullivan Road, Veradale, Washington 99037, hereinafter referred to as the "Grantors," and Spokane County, a municipal corporation of the State of Washington, having offices for the transaction of business at West 1116 u_aadway, Spokane, Washington 99201, hereinafter referred to as the "Grantee.." jointly, along with the Grantors hereinafter referred to as the "Parties." The parties hereto do mutually agree as follows: 1. The Grantors, husband and wife, in considera- tion of $1.00, receipt of which is hereby acknowledged, and other good and valuable consideration, do hereby convey and release to the Grantee, easements and rights -of -way for a storm drainage system over and across lands owned by the 80114,4 STORM DRAINAGE EASEMENT AND RIGHT -OF -WAY AGREEMENT Grantors and situated in the County of Spokane, State of Washington, a description of which is attached hereto and designated Exhibit "A ". Said storm drainage easement is intended to exclusively benefit the property particularly described in Exhibit "B ", attached hereto, hereinafter referred to as the "Developed Property." The purpose of said drainage easement is to provide an area for flowage and storage of storm water run -off originating on or flow- ing through said developed property. PROVIDED, HOWEVER, it is understood by the parties that this drainage easement - shall not preclude or prevent the natural flow of water onto, over or across the land described in Exhibit "A" from properties other than those described in Exhibit' "B". I% R. E Excess Ta: Den* Date 5 I910 De �Lbunty Y itc 2. All construction, maintenance and repairs of said storm draining system shall be the sole responsibilty of the Grantors and shall be in conformance with the storm drainage p17.n as approved by the Grantee. The Grantee has no right to enter upon the land described in Exhibit "A" except as provided for in paragraph 4, and except with the prior consent of the Grantors. ' 3. The Grantee shall have the right to inspect such storm drainage system and to determine and require con- formance with the storm drainage plan as approved by the Grantee. 4. The Grantors hereby release the Grantee from any and all claims, actions, and damages of'every kind and nature whatsoever including inverse condemnation accruing to the Grantor arising out of or in any way incident to or attributable to the failure of said storm drainage system. The parties recognize and acknowledge that the storm drainage system has been designed to accommodate a storm of ten year frequency. To the extent that the storm drainage system fails as a result of a water flow or flood in excess of the ten year frequency, the Grantors waive any and all claims, actions and damages which they may have against Spokane County as a result of injury or damage to themselves or any of their real and personal property. 5. The Grantors agree to furnish the Grantee prior to the execution of this agreement their abstract of title showing marketable title on the date of this agreement. 6. The grants of the easement and the rights -of- way as well as the indemnity agreement shall run with the lands and shall be binding on and inure to the benefit of the parties hereto, their heirs, successors or assigns. IN WITNESS WHEREOF, the parties hereto have executed this agreement on the 9th day of February 1978. ATTEST: Deputy Clerk STATE OF WASHINGTON ) ss COUNTY OF SPOKANE ) GRANTORS GRANTEE SPOKANE COUNTY, a municipal cor- poration of the State of Washington Board of County Commissioners 4 /6144 k 41°9 On this day personally appeared before me ALFONS B. RENZ and HILDA E. BENZ, to me known to be the individuals des- cribed in and who executed the within and foregoing instrument, and acknowledge that they signed the same as their free and •• ^' ' ^tary act and deed, for the uses and purposes therein at oned. 'a•:a �`x«'. GI under my hand and official seal this /. ` N . r 0`: .R 08 �44o ?c f` rJ'.... A - „ , 1978. .-7.----; r r ^� No Public in and fbr the State of Washington, resid, {ng at Spokane .Ak.8LE,1,!LLA llaicakI Illlub 04 fs".^ '' + 6k244 e "' "" 3 '4 1111 1111nI1uu1111u11uu1'61 That portion "of;_the'NEtr••NWh and. NE'.t of Section 25,'T.25N., R.44E.W,M., !' Spokane County,^ Washington ;being more; particularly ^described as follows: • Beginning;at "a;poirA that.'is 5.89•16'42 "E.',,a distance of 626.85 feet from the §'corner,of;,Section525 ;:said point being 'cbmran'to the north boundary '- •of Section':25 : :the:west° boundary of Leo N. Cashatt and others, as established by;a survey`;peformed . by Adams•Engineering in :1976; thence along sald':Cashatt'.,west boundary; the following? „two (g):courses; c'1).. S.3o 08 12 E:` ; ;a: distance of 152.25 feet; 2) a distance ':of:28.O0..feet ;.thence-,5 :52 30'00 "W: ;;'a :distance 07 feet; thence -"5.30 22 '. 00 " E:'; .`ar:di'stance'df',119i42;feet; :thence 5.5626'.16 "W„ a distance o f�: 4 8: feet;.thence..N :30°22 distance of 119.74.feet; thence : 06 ; S '. "W o 'v307.71;feet ;,:thence 5:50 22'00 "E., a distance `of > feet ;.thence'.S.39�26'16"IJ :, a distance of 49:00 feet ; thence N.5012200:'W:,;a'`distance o thence 5.45 39'33 "W., a distance •' ' -.of 349:84tfeet; thence 5.50 33'.44 "E:,'a distance of 199.11 feet; thence 5.39 ",' distance :og';40.00.feet :.thence•N.50 33'44"W., a distance •'.o .f.283 :47.?.feet;,thence 5.45'39,:33 "W a distance of 8 feet; thence thence of72a5500 feet ; :f distance of ; .. N:39 3814 "W. - , a ;distance o 57.50.feet; thence N.21 52'00 "E., a distance of'2a0.00'feet;•thence N.85 distance of 291.12 feet; thence N.49 09'34 "E., a distance of 922.00 feet; thence N.62 14'59 "E., a distance 'of,551.95,feet to the point of beginning. Containing 8.86 + acres. FILED OR RECOROE01 REQUEST OF County Engineer APR 14 3 24 NW VEF MO% a. UJ1T0a, Snit&M COU �T, MaSIl1 - jV YOUNG Req Court House xxx CERTIFICATE-Ta' •.r',•. Order .No:::83593CM Description " August 23, 19 .iJ8 . •A portion oI-.the.Northeast gliartcr-of Section 25,• Townohip 25 North; Range 44 E.W,M.;,,_beirig..more pirtibularly dcscribcil as follows: 0eginniarjal ".the S•f.:fcrrr•rieic•of. Lot.24, Block 2 of Itidgongnt Estates as per ' thereof recorded in Bonk 12 "of.plats, par 36 -in Lhc SI r okanr. County -`Auditor's office; thence :aldiig•.tiro boundary boundar of said �I ..(3)..courses;,J.•.'7L 03 °00'2 'W. ; : "a di1 distance of_ 59 r I, 0 fee :h2 followin t`a distance of.133.07 feet; 3;•: o l; 2. 1W 478.116 reet;t- ',:-the'nce tI. 39025' 16" E ..:,a :distante�of'S97.23feet; Lhcncec11 7 distance,of•254.12 fcct licnce . ,56011 ' 51 "E.; a of 59.94 fe c ,r - ' .':thence. S:" 55 59't,....."--,-.., distance of 195.09 feet!. thence ..45053'.15 "[•, t • .`:'distance of 477 ? II. 1 /16 corner irf the N.E. 1/4 of said Section 25; :thence S;1.19916'•42 "E•..along.;thc north line o9Lhe .,C. 1/4 of the il•C. 1/4 of said'.Section a distance;of'5ll5.25 •feet; thence S'. "W., a distance, • • . 698 . 4 6. feet;, hence. S. a distance df b5r; .':a -distancc.nf. 291.94 feetf'�th ce S.64 °bn'44". sG fcet; 3269.4 5 fe e t ;3'42 "IJ . thence. S.0705G'30 'IJ.',- ,tdislance' of 656.97 feet; t thence . ' '0" . a d et; istance of 67 5:00 - .feel.: to llie S.C. 1 7 , e o k C. corner of Lnl. 17, hlnf1:3n1' said � rncorde .plat) courses). 1 toursesntEst`Itesli ilrc ?rc alnn9 the boundary of said plat the followin two - (2 n• f., a distance. of 7115.70 foot; u 9 point dis of b •79 3„ 3 fept. to the S.C. corner or Lul 24, ; ad.1 l "[ a distance of eginning.of.,this description Block of said plat and • Situatc'in tree County of Spokane, State of 1!� .. Legal Description (DRAINAGE RETENTION POND SITE) Area: 14.89 + Acres. .ova.. r• s... A■INV nn ... ..■y ®,WJ1 That portion of the NE-; NW' and the NW-; NE/ of Section 25, T.25N:, R.44E.W.M., in the County of Spokane, State of Washington, being more particulary described as follows: Beginning at the N1 corner of said section; thence S.89 ° 16'42 "E. along the north line of said section, a distance of 601.28 feet to a point on the southerly margin of Shamrock Street, as shown on the recorded plat of Rotchford Acre Tract, and True Point of Beginning of this description; thence continue S.89 16'42 "E. along the north line of Said section, a distance of 25.57 feet, to the Westerly boundary of a parcel of land deeded to Leo N. Cashatt and others as established by a survey performed by Adams Engineering in 1976; thence along the westerly boundary of said parcel, the following two (2) courses; 1) S.30 08'12 "E., a distance of 152.25 feet; 2) S.50 22'25 "E., a distance of 159.13 feet; thence S.56 ° 11'51 "W., a distance of 58.94 feet; thence S.56 26'16 "W., a distance of 25g.12 feet; thence S.39 26'16 "W., a distancg of 597.23 feet; thence S.59 05'00 "W., a distancg of 603.51 feet; thence N.39 38'14 "W., a distance of 435.00 feet; thence N.50 21'46 "E., a distance gf 620.00 feet; thence N.53 43'46 "E., a.distance of 350.00 feet; thence N.61 55'32 "E., a distance of 512.26 feet to the True Point of Beginning of this description. 4 Dear Mr. Moe: TEY /set SPOKANE COUNT ■ COURT HOUSE � P r ��i : �,( i ,; 't➢0 � .�:� Mr. David Moe Van Skaik Realty East-9207 Mission Spokane, Washington 99206 OFF ICE OF COUNTY ENGINEER ROBERT S. TURNER COUNTY ENGINEER Snoa'twE ,`VanHIR(YroN 99260 May 5, 1983 A recent inspection of Mr. Callahan's driveway at South 1920 Ridgemont reveals that it has not been constructed to conform with our standard driveway specifica- tions. Please remedy this situation by way of our permit process. A copy of our standard urban driveway approach is attached. We would appreciate any help you can offer to resolve this problem. Very truly yours, Robert S. Turner, P.E. Spokane County Engineer Thomas E. Yake, P.E. Construction Engineer Public Works Building North 811 Jefferson Street Spokane, Washington 99260 (509) 456 -3600 Mr. Callahan South 1920 Ridgemont Spokane, Washington 99206 Dear Mr. Callahan: TEY /set COUNTY ENGINEER ROBERT S. TURNER COUNTY ENGINEER SINLOICALIVIE,WANIKIAMYTOIV 99260 May 5, 1983 6N� ge A recent inspection of your driveway at South 1920 Ridgemont reveals that it has not been constructed to conform with our standard driveway specifications. Please remedy this situation by way of our permit process. A copy ofour standard urban driveway approach is attached. We would appreciate any help you can offer to resolve this problem. Very truly yours, Robert S. Turner, P.E. Spokane County Engineer C. Thomas E. Yaks, P.E. Construction Engineer Public Works Building North 811 Jeffer n Street Spokane, Washington ?9260 (509) 455 -3500 Dear Mr.•Moe: Mr. Dav- id'Moe Van Skaik • Realty East: 9207 Mission Spokane, Washington •99206 A recent - inspectior�ofyour; d riveway reveals that has bee .con `'" strutted to co nforni'with bur standard'driveway specifications :. remedy,,. ''this - situation by of process:_ -. • A copy of our' standard 'urban driveway,' approach. is attached: 4Ie'•would ' •appreciate any help you can offer•to resolve' this. problem.,`._, Very truly.your.s, • Robert'S..Turner; P :E:• Spokane County Engineer T homas`E.•Yake', P.E. Construction Engineer: r' /Vied. rlo i tc.? ifo � .. . Vu % K t &411-1. ,92p? oft q� ac4 RE - ; Dtv -aa.l[r &u 001,0,4 . Ai .0-LA v � aver 0/12, R Lad/ ) n • S', /2(_o �-,c7-E✓,o on" oi,7- tic_ '9 — � s5 / 2 /U ,I* .N NUMBER lei CONTRACTOR 4. DESIGNER 5, i7ft m ADDRESS 6. ADtTRESS CHANGE OF USE FROM TYPE AN 7. OF JIpp Ki �i WORK BLD. DESCRIBE WORK R. Ne w Ho/rlc VALUATION � ' SOURCE C (.,jam UA . UTILITIES O ALT. O PLMB. Env. e 3// PI Sn n mg Fire Marshall Cp. e 3//( Ut 'tens Examiner 101 Posi LE tor fr 3 24/.47 SEPA CheckIRt I 3/4& W 2 / JOB ADDRESS * 1. .5. / k 1rlg ernort A'io t LO BLOCR su bi I N 2. /O I 3 I f idge/no.rr �s73TEr Ala Z OWNER 3. 7 °G / t.. ADDRESS /? O. eox /S-279 .obtA/ti'c /ZA ITO /, tea ^.0 Co I'd(' EP ❑ AD'N. 0 RPL. 0 MVE. O MECH. 0 M.H. 0 POOL 1 191 'Ai GAS ,096.67- ,096.67- ELECTRIC WATER ua4 4 SPECIAL APPROVALS SPECIAL CONDITIONS: NAME DATE B� inq n Te,M1I nicxn / C APPLICATION /PERMIT SPOKANE COUNTY — BUILDING CODES DEPARTMENT NORTH 811 JEFFERSON / SPOKANE, WASHINGTON 99260 / (509) 456 -3675 APPLICANT: COMPLETE NUMBERED SPACES — PRESS HARD TO MAKE 3.COPIES PHONE %Zf - 2SS¢/ 0-3/0 ZIP PHONE ZIP PHONE ZIP SEWER D 0 OTHER I hereby certify that I have read and examined this application and have read the "NOTICE" provisions included on reverse side, and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction. SEE REVERSE SIDE FOR REQUIRED INSPECTIONS DATE OF APPLICATION ` —0 ° / SIGNATURE OF APPLICANT i ri - "c PERMIT IS NONTRANSFERABLE LEGAL DESCRIPTION — SEE ATTACHED PARCEL NUMBER /ss,, Actual Set Backs In Feet 20 Nortls�l0 (South 30 (East 20 JWest 10 Size of Parcel Zone Classification 14aK /7x Pin//0 14f. 5/0ri6i.0 /=Amy Ty �_C sstt. ,p` up / a n n cy / Sprinkleretl / r = 1 Zj) I S K '�N V F/t.n ❑yes gNO ❑ ReQ'd. Va tlon Building Area In Sq. Ft. F. Szr 7 asse 25/9i Main Floor Upper Floors Garage rea Storage X2372 — 629 Area of Decks Finished Basement Unfin. Basement . "ay.FF'5 Fi 12.70 I I 10 No. Baths I No. �orles I No. Rooms INo. of Dwellings CERTIFICATE I Req'tl. I Reed. hot Redid. of EXEMPTION Enum. Dist. I Location (Area) Ownership I USE CODE Public 0 Private Ip. FEES COLLECTED Single Building Plumbing Mech. Plan Check SEPA Mobile Home Other (Specify/ TOTAL $ WHEN MACHINE VALIDATED IN THIS SPACE, THIS BECOMES A PERMIT. 0 ' 13j L [FF. - NUMBER Iles - ZS03.,, 02* *43000 * 43(300; it * 430.006 A *000 2'8Q2a 03 -26 -81 6479. 2Bta31 *4'3a0 :.0 1 - .6 1 AA. ...ri.„..vk Pursuant tto;franchise Tairt r ' . ?flt..1k* ‘ '4.11LCIt; t: j.. estiniated iterW 1 : 1 0. 1 W i nik° 5 4... . CIWO• Vid 46 i6 . 2. osecirte witi2iall diligenceta d s eedisv thrd e. irdifor their gh • sr I her agrees toted° heiWork str liarL ict comp -tiouctv , ' 44.4•;71,_ vs-srpe.v . • ,41,47.rn : itioner,fut I . 111-adheret genera tprciyiiiims,applidable rietiffliA om o•-)sul-wlevov,44-4,fite:irsetraims _sol- • 1 : ' . the. backfil 1,cstreet -surfacing : or "Improire en SIttimo cosivotthei County- for making, (maim rest ration of the 1-.'3 14..--9 eTwt.!0. ndi.s ..., .... da rtitnili ""11311°H ir? h t c esIt'r mi any • liabthtrof. responsibilityA orvanwaccidentossvo , lr. i agreed ,,t_o_ilt_a-, _ounty ro o‘tw ostn,-Ler;souz. termyak•wr-4v.mmaz<vvri4 ag ofarlyiof:the•woric.undertakeniurider thelteunifoff,this app Ica to sesratrostavititoRkto awLikom 4 si.„-si,,imprv ima•u(4343,soenivo mwr-stesauflowst .... W' 4'1 , iitthat4aii,of:saidhtliabatiessare,hereb t assumedipv:,,the v acii .... , • ..ir;kakvt.ttizityro.ispisgmtaa gt* _nog San . , - 4 , , , l e" uture,use,ofAtheiMigtamyrby the general Otiblic9t ,racos.taaltiSeiiWr perriutee or.his•successorAiNnt ,,i t„r• ',us - '4„!•Atiti - -e4.-:" 4 ", ii 4,4 14", 'Is, 11, Sios ;"- Wei. „'.V•ea , fre 'vt.--. • ..P14 -4 4— • - — • *4-, t •• •. i • e • • strZ... % ' 44 7": g '4- • • --- _ st-7140 . - - - •-• r rt r • se-4ro e - r a restWnveiiiences oftthn -•••ol. ',W4M wj-7: ith the prois onsanurneratetibetir4a &states averse icirof its* or thrundis 1 ne d_kte4o inspectio pola. improvemel de tAirs,N, . thilleOrt 1th' hAbeSsaved -officer, orcemptam paktssyri 21425assirw, ndiVaa cla eittitS -. , „. ,fu . rtheregr ofthis-1 OW t • :ire .$, 4 ,„ z „,, * .. ... '6 -1,,r, - ,. ittr-engi er d-orn . . .t..IN " Yli 1 .4.1r4te" - . , '4,43 ' ' ■ p _,. , •• , . , 4 „ . ,..„,,,---,-, 1 , , 2 ,, ,;" • #44.! tirl PERMIT:Fr • Orr- - u 04.110 - 4 ° . 4 OPtOre.ZIA°Mrtholro , W! - -10' 144 1:in t' ifinftZOtt'4 - - tmir Atbondun .,,unt!of ---ra 4 'llirequireditot__ ..,_ bove Ittsald-Pondl Jbj • - - • • Ma o - Ark* Ei kit t' 'tx.- -L7 Ezzr NSE NO RA. 7 • 4 j Pct,ihri „: :St F:42. •!4 . ‘.1Th •! % WORE — 74/CUT\MIEN QEPLACING GXI.OTING CURD.) MCP) • t ��C➢n 1/4 P62 FOOT+ e ' PC.0 VIDEWALIt G X „ 4 1/2 "6XPAN %IDAI �� JOINT. (TYP.) ELEVATION NOTEV. 1. EXPANSION JOINT MATERIAL cOHALL ISE PLACED IM THE CENTER OF ALL COMM- Er2CIA.L D21VEWAYcj OVER 20 IM WIDTH. 2. EXPANSION JOINT 2E01-1IQED IF POUR INCLUOES ADDITIONAL DRIVEWAY Al2EA 5. CONCRETE F02 DRIVEWAY/O %HALL lb6 CLA O'O "e7 AIR ENTRAINED. 4. ALL EXTERNAL EDGE' TO IbG T2OWELLEO WITH 1/4" 12AOIUV EDGER. MOT TO SCALE PLAN PGc. VEG TAWLE VECTION SIDE WALK \_ FACE Y a• .- c. I 4 1/4 pan yr —� arovi .wi u. • . %BYO SECTIOiJ A-A 5. "r 1! MIN R . /55' MAX. FO COMMERCIAL. • Y •= 1a' M1/J. /2U MAX. F012 2E%IDENTIAL. • X" c 2' QE"OIDENTIAL ?' COMMERCIAL. 4. ACOPHALT CONC2ETE ‘01-4/1.1_1- 13E PLACED a. THE F01-1-0W111/4.1G TH N ICK6PJCOEco OF COMPACTED TOP COU2%E : 2" REoIDENTIAL / 4" COMMERCIAL T. S K O p R IDEWAL T SCORED EVER N H Y OE -ALF IN N CH EXPASION JOINT TG BE IHST ' EO avaaY 4S' AND AT LC,CA lOIJS WHERE SIDEWALK INTERSECTS OTl4E2 51 DEWA B LAS, DRIP WAYS AND CURS. • • PLAN TA7jLE 4_51 s . ITYPH ass.' COMM.I PC.C., VGE TArbLE C I 2 2 VECTIUN Q n1Nbeo 'a -1G-OI E %PAN IGN JGIIJT TYP) Pc.c. CURD ' Cr SWRAL STAND.Al2D Ut2tAN D121VEWAYS AND 51 17E WALKS OFFICE OF COUNTY 61,1GIME6a loP014ANE COL/ VA�jL APPROVED ... I • .. CS . . . •JPOKANE COUNTY ENGINEER. DATE .. .. 6 'P "eo.. AoIEET 9 -7 Date 7 — / - vs: Time ;°73— WHILE YOU WERE OUT N l r A rtB. Phon= Area Code Number Extension TELEPHONED EASE CALL CALLED TO SEE YOU WILL CALL AGAIN WANTS TO SEE YOU URGENT 1 RETURNED YOUR CALL Mee 4/3 ati/nC' / Atape it - [ — /y9/ C Ito) /O Operator EFFICIENCY® LINE NO. 2725 AN AMPADPRODUCT 60 SHEETS Inter-office Communication To . /�'�'lii From l l t� %G5/ r a—, Subject C9 M OFFICE OF COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Data 9— /z e/99634 aer %%s x%. 2 � J ama9 a �e A �r %; h J 0 / .,- - 44(41 9-7 -: /h - ti Ply e jai ad i sed � ,ct e tivi-de‘.5_ m oonia• never i are 6fraiwirere •Fdar Gentlemen:. Please be advised that the amount of funds held your savings account no ' .554200 -1 by Pacific First.Federal Savings ,Bank„ Opportunity'Branch, for roadway ' improvements in the above= mentioned plat in.the amount. of $1,000.00 may now be released . . If you have any questions, feel; freecto call; "our`o'ffice. Very truly, yours, ;'Robert S. Turner, P.E. ;`.Spokane.Oourity..Engineer.: Jerry Sims - Plat Inspector Tupper Realtors East 12929 Sprague Spokane, Washington 99216 Dear Sir: Please be advised that the amount of funds held in your savings account #554200 -1 by Pacific First Federal Savings Bank, Opportunity Branch, may be reduced to $1,000.00. CES:sg Encl. 0 l'l•l..Y. 0 V COUNTY ENGINEER ROBERT S. TURNER COUNTY ENGINEER SIPOEL sE ,W%SIIINGTON 911211 October 20, 1978 Re: Ridgemont No. 2 Very truly yours, Robert S. Turner, Y.E. County Engineer By C. E. Sherry, P.E. Liaison Engineer For security purposes only, hereby assigns to Spokane County, a municipal corporation, the following: Account Savings Gertfffea*e Number 554200 -1 in the face amount of 520.250.00 and held in and by the Pacific First Federal Savings Bank of Washington Opportunity Branch. This assignment is made as security for the full and faithful performance by R. & it , Inc. , of the construction of certain roads and sewers in Ridgemont No. 2 , as specified in the typical section and roadway improvement specifications for said subdivision, dated , and on file in the Office of the County Engineer. passbook Any.interest benefits accruing under said savings X )XA)f)d)GBR)e shall remain the property of Kenneth J. Tupper passbook Said savings WAXXXXA)th is to be released to Kenneth .I Ti,gper or any other party only with the prior written consent and agreement of Spokane County. Dated this 13th day of April A S S I G N i1 E N T Kpnnprh .I Tiinnnr 1978. x77. ASSIGNMENT ACCEPTED THIS 13TH DAY OF APRIL. 1978 gPOKANE WILEY OFFICE PACIFIC FIRST FEDERAL SAVINGS& LOAN ASSN. E. 12005 Sprague Avenue Opportunity, ",gton 99214 /0 f [./fi / /000 .fss/fI) /077 &fl' Nd7 dry 0600 4SLpg) F /6¢ A �c�lSl S �ria,oaJ C row Ass.p+i> /Or J&»%o // S o A ��j,ni\ / 4)t -40 p C,� �J ,, ca-d�e� !�✓!�d /820 - ar feiea .ncl -. . //V Ci.uni pue \ Y► ( 00 0 4-ni (/) (4 Arr„th (7000 4styn oCEti /� "'1aN . ok ; z - z7 -7 f - (pZed 0/4 teery6 n& 'ed w. , w 3»ctPxl. y/lc , eL / &..e.Vo ardS (7A.erzb Spam >#Ci. acteC iv207o2 7zsj 2 Pie vats Won. (1.rc, . /�/Yr644647 %coon t , 3'or/ ef,Gr.t act. /YI "..r•P ,e- a y woa O ✓YID . Clitt . e ms . . ,Duos sew *ad r ,r em n/— ('sect . SAce et fines `n7.C'lam k t- 17,1 187 /54 9 /dam A 4L Inter- office Communication A ` . — M-atc -1 -0 ec-L c, 6 c ■ From Subjerr Form 327 —C R OFFICE Or COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Date d /3 . 19 7,7 r ila CO ,vi'/ '/J • 200 2? I 1 /90 120 270 3/D 64 /74 36S- 6s /20 co /54 2F7 zoo 237 4 4°7 17%97 /�S -arfitoil 2_2 Ind 3 2 p/ . 4Z 7 4/ Co I 1 i /10/ ✓ 7 � < ,! , Z Dear Sir: By Subd i vi son Name: / 4 /7'14777 4',I^ hr Vo . 2 One of the requirements set forth by the Spokane County Planning Commission in connection with the above titled plat involves the filing with this office of a Street Improvement Bond. A preliminary inspection of the plat has been made by this office and the amount of the Street Improvement Bond found to be as follows: Grading$ ` Surfacing 'in ZL'3z /4 /en _± / 6 c Drainage 2 70 0 Other 2.'(O Mnt _ .S.3to .3380 AMOUNT OF STREET IMPROVEMENT BOND $ 1".7.0.24 .S 2 o, 2 SO A Street Improvement Bond in the above amount st be filed with this office prior to approval of the final plat. The bond will be released only upon satisfactory completion of the required street improvement. Please contact this office when work on the improvement is ready for inspection, or if you desire additional information or advice concerning the work. Yours very truly, Robert S. Turner, P.E. Spokane County Engineer SPONANC COUNT COURI NOUSE Lincoln Mutual Savings Appleway Branch East 13208 Sprague Spokane, WA 99216 ns lir' nai 4:, r> (I) Ti r C) la" 1 ^1 tin c) COUNTY ENGINEER ROBERT S. TURNER COUNTY ENGINEER Sa'oa avt ,' snINGTON 09201 April 17, 1978 Gentlemen: This letter gives you consent to release Savings Account Number 11191 -5 . in the amount of $20,250. This savings passbook is to be released to Kenneth J. Tupper. If you have any questions do not hesitate to call me. Very truly yours, Robert S. Turner, P.E. Spokane County Engineer Eugene Welborn Plat Inspector STORM DRAINAGE EASEMENT AND RIGHT- -OF- WAY AGREEMENT THIS AGREEMENT made and entered into by and between Alfons B. Renz and Hilda E. Renz, husband and wife, residing at South 2009 Sullivan Road, Veradale, Washington 99037, hereinafter referred to as the "Grantors," and Spokane County, a municipal corporation of the State of Washington, having offices for the transaction of business at West 1116 Broadway, Spokane, Washington 99201, hereinafter referred to as the "Grantee," jointly, along with the Grantors hereinafter referred to as the "Parties." The parties hereto do mutually agree as follows: 1. The Grantors, husband and wife, in considera- tion of $1.00, receipt of which is hereby acknowledged, and other good and valuable consideration, do hereby convey and release to the Grantee, easements and rights -of -way for a storm drainage system over and across lands owned by the Grantors and situated in the County of Spokane, State of Washington, a description of which is attached hereto and designated Exhibit "A ". Said storm drainage easement is intended to exclusively benefit the property particularly described in Exhibit "B ", attached hereto, hereinafter referred to as the "Developed Property." The purpose of said drainage easement is to provide an area for flowage and storage of storm water run -off originating on or flow- ing through said developed property. PROVIDED, HOWEVER, it is understood by the parties that this drainage easement shall not preclude or prevent the natural flow of water onto, over or across the land described in Exhibit "A" from properties other than those described in Exhibit "B ". :'ib it r, ......•, - 3 arc ' 11 — 7 A SiO404 • o2.1.i 7 ., 4 .2507 499 543 -2- e a, 4,99 fcrr Sl 2. All construction, maintenance and repairs of said storm draining system shall be the sole responsibilty of the Grantors and shall be in conformance with the storm drainage plan as approved by the Grantee. The Grantee has no right to enter upon the land described in Exhibit "A" except as provided for in paragraph 4, and except with the prior consent of the Grantors. 3. The Grantee shall have the right to inspect such storm drainage system and to determine and require con- formance with the storm drainage plan as approved by the Grantee. 4. The Grantors hereby release the Grantee from any and all claims, actions, and damages of every kind and nature whatsoever including inverse condemnation accruing to the Grantor arising out of or in any way incident to or attributable to the failure of said storm drainage system. The parties recognize and acknowledge that the storm drainage system has been designed to accommodate a storm of ten year frequency. To the extent that the storm drainage system fails as a result of a water flow or flood in excess of the ten year frequency, the Grantors waive any and all claims, actions and damages which they may have against Spokane County as a result of injury or damage to themselves or any of their real and personal property. 5. The Grantors agree to furnish the Grantee prior to the execution of this agreement their abstract of title showing marketable title on the date of this agreement. 6. The grants of the easement and the rights -of- way as well as the indemnity agreement shall run with the lands and shall be binding on and inure to the benefit of the parties hereto, their heirs, successors or assigns. IN WITNESS WHEREOF, the parties hereto have executed this agreement on the 9th day of February 1978. ATTEST: Deputy Clerk STATE OF WASHINGTON ) ss COUNTY OF SPOKANE ) On this day personally appeared before me ALFONS B. RENZ and HILDA E. RENZ, to me known to be the individuals des- cribed in and who executed the within and foregoing instrument, and acknowledge that they signed the same as their free and 0 ,, r , ; Hg untary act and deed, for the uses and purposes therein t % (i NZS`fAniti c' > Ss my � t ,N „ EN under m hand and official seal this i : !” ia, bf = , 1978. ill"0 Weir. GRANTORS GRANTEE SPOKANE COUNTY, a municipal cor- poration of the State of Washington Board of County Commissioners 0. . ezisci- / -\ No'tar Pbblid in and ,,f�/br the State of Washington, residl(ng at Spokane -3- 1 x,, 7 4/0/ lin ta 545" EXHIBIT "8" DESCRIPTION: S n A portion of tlu: Mort hew; I clod t'lel o ;:I,I i n , ' 1 , 'an::1111) 25 Nor Lit, Range 44 E.I4.M., being nitre Itnrtilullnrl. de::erilc'd :1.: lollows: Beginning) at. the :i.l. (lealoI' o f Lnl. "I'I, NioLl 2'.I i!irf';'rnilll 1'.1ofts d!, per plat thereof recorded in Book I ' of 111 it ;, h'l' 1(, in 1!i: '',pul, Count/ Auditor's Office; Lhenl.r along IIII: hnon'I.u'y el '„ 1.1 plat the Iollu.rio throe (3) courses; 1. IL03 "I.1. ;t tll:;!'loco 01 5N' . f ' I. i.:Po a distance of 133.07 feet; 3. N.41 ° 33''11 "W., rl dl',l,n.[ ef 4/2.46 feet; thence 11.39 ° 26 1 16 "E. a distance of 5'11.23 Het; illcnce fl.!:6 a distance of 254.12 feet; thence .S,U �: I l i I "L. ,I I'.l,lll�_c' � f '!; t. cl; thence S. 56 6' 59 "E. , a distance of 195. I1'1 Hoe; '. ; t hel 11. u i , distance of 4/7.24 feet to the (I. 1 /I6 InlT nl the 11.1. 1/4 of ',ai'I Section 25; thence S.0 "C. along the north lino of the ;I.! . 1/1 of the N.L. 1/4 of said Section 25, a distance, of 585.25 foul; th, 11:1. d distance 698.46 feeL; thence. 5.12 ° 22'01 " 't dil.Lirit of !;S:I. :.lb :eel; thence S.13 ° 13'42 "W., a distance of 291.91 feel; thence `5.irl °W. •t l; l'.I .InCt of °(, t]: lent; thence S.I)7 "W., d li:;l,lnce of ( h.W (het, Ills me ..I / I' in "'r! a distance of 615.1111 feet to the S.C. lurn'r of Int 1/, hloH 3 I'l said recorded plat of Ridgemont EsL'ILr', thence alon't t'le !n ;i'Idry of :,:I!,1 Hat the following pp two (2) courses; 1. ll.11ta "C. a 'lki•IIII.e nf /25.% foe' ; 51.44 "t a distance of 79.23 le of to Ill, '',.L. Lorner of lot ;_4, RIcI.L. of :,aid plat and point of beginning of this description Situate in the County of Spot :cute, "Late o` "inhi - "-on alli,DEN CERTIFICATE TO PLA'r Oldtir Nu. 33593 -M 7 3) ;c:ripLi.un 5f l Alt }usL 23, 1977 EXHIBIT "A" Description (Drainage retention pond siLe) 12:N 4.99 566 That portion of the NE', NW!., arid the iH'.4', NI', of Section 75, (.250., R.44E.W.M., Spokane County, Washington, being more port. irul;,cis !e:.cribc.I as follows: Beginning at a point that is S.;9 ° 16'&? "E., „ instance of 626.ii5 feet from the NI; corner of Section 25, saiJ point ?H11 common to the north boundary of Section 25 and the west boundary of le, Ii. C,r;hatt and others, as established .by a survey performed by Adams Engineering in 1976; thence along sad Cashatt west boundary, the following two (�) courses; 1) S.30 08'12 "E., a distance of 152.25 feet; 2) 5.50'22'25 "E., a distance of 28.00 feet; thence 5.52 30'00 "W., a distance of 135 07 feet; thence S.30 22'00 "E., a distance of 119.42 feet; thence 5.56' "W., a distance of 49.06 feet; thence N.30 ° 22' 0 0 "W., a distance of 118.74 feet; thence S.52 38'00 "W., a distance o& 307.71 feet; thence 5.50 22'00 "E., a distance of 11.82 feet; thence S.39 26'16 "W., a distance of 48.00 feet ; thence N.50 22'00 "W., a distance o8 161.19 feet; thence 5.45 39'33 "W., a distance of 389.84 feet; thence S.50 33'44 "E., a distance of A99.11 feet; thence S.39 26'16 "W., a distance oA 40.00 feet; thence 0.50 33'44 "1i., a distance of 293.47 feet; thence 3.45 39'33 "W., a distance of 11.90 feet; thence S.76 35'00 "W., a distance 144.00 feet; thence 5.07 35 "W., a distance of 2x5.00 feet; thence S.59 05 "W., a distance of 44.00 feet; thence N.39 38'14 "W., a distance o8 57.50 feet; thence N.21 52'00 "E., a distance of 2x0.00 feet; thence N.85 21'57 "W., a distance of 29.12 feet; thence N.49 09'34 "E., a distance of 922.00 feet; thence 0.62 14'59 "E., a distance of 551.95 feet to the point of beginning. Containing 8.86 + acres. FILED OR RECORDED? REQUEST 9r County Engineer APR 14 3 24 PH '80 ,LnM:S •..:..:hi..AJ.HY Mat Req Court House xxx Storm Drainage Easement and Right of Way Agreement Ridn'emont Estates No. 2 Alfons B. Renz and Ililda E. Renz FORM 1 .AUDITOR t o Spokane County 1 117827 Comm RECEIVED FOR RECORD, this date, the above instrument, numbered in order of reception. VERNON W. OIILANID County Auditor Spokane County, Washington STORM DRAINAGE EASEMENT AND RIGHT -OF -WAY AGREEMENT u�. e ,- �� 6) /S THIS AGREEMENT made and entered into by and between Alfons B. Renz and Hilda E. Renz, husband and wife, residing at South 2009 Sullivan Road, Veradale, Washington 99037, hereinafter referred to as the "Grantors," and Spokane County, a municipal corporation of the State of Washington, having offices for the transaction of business at West 1116 Broadway, Spokane, Washington 99201, hereinafter referred to as the "Grantee," jointly, along with the Grantors hereinafter referred to as the "Parties." The parties hereto do mutually agree as follows: 1. The Grantors, husband and wife, in considera- tion of $1.00, receipt of which is hereby acknowledged, and other good and valuable consideration, do hereby convey and release to the Grantee, easements and rights -of -way for a storm drainage system over and across lands owned by the Grantors and situated in the County of Spokane, State of Washington, a description of which is attached hereto and designated Exhibit "A ". Said storm drainage easement is intended to exclusively benefit the property particularly described in Exhibit "B ", attached hereto, hereinafter referred to as the "Developed Property." The purpose of said drainage easement is to provide an area for flowage and storage of storm water run -off originating on or flow- ing through said developed property. PROVIDED, HOWEVER, it is understood by the parties that this drainage easement shall not preclude or prevent the natural flow of water onto, over or across the land described in Exhibit "A" from properties other than those described in Exhibit "B ". fr T. . 2. All construction, maintenance and repairs of said storm draining system shall be the sole responsibilty of the Grantors and shall be in conformance with the storm drainage plan as approved by the Grantee. The Grantee has no right to enter upon the land described in Exhibit "A" except as provided for in paragraph 4, and except with the prior consent of the Grantors. 3. The Grantee shall have the right to inspect such storm drainage system and to determine and require con- formance with the storm drainage plan as approved by the Grantee. 4. The Grantors hereby release the Grantee from any and all claims, actions, and damages of every kind and nature whatsoever including inverse condemnation accruing to the Grantor arising out of or in any way incident to or attributable to the failure of said storm drainage system. The parties recognize and acknowledge that the storm drainage system has been designed to accommodate a storm of ten year frequency. To the extent that the storm drainage system fails as a result of a water flow or flood in excess of the ten year frequency, the Grantors waive any and all claims, actions and damages which they may have against Spokane County as a result of injury or damage to themselves or any of their real and personal property. 5. The Grantors agree to furnish the Grantee prior to the execution of this agreement their abstract of title showing marketable title on the date of this agreement. 6. The grants of the easement and the rights -of- way as well as the indemnity agreement shall run with the lands and shall be binding on and inure to the benefit of the parties hereto, their heirs, successors or assigns. -2- IN WITNESS WHEREOF, the parties hereto have executed this agreement on the 9th day of February 1978. ATTEST: . OHLAt of the Deputy Clerk STATE OF WASHINGTON ) ss COUNTY OF SPOKANE ) GRANTORS , &Jr u GRANTEE SPOKANE COUNTY, a. municipal cor- poration of the State of Washington Board of County Commissioners - caad On this day personally appeared before me ALFONS B. RENZ and HILDA E. RENZ, to me known to be the individuals des- cribed in and who executed the within and foregoing instrument, and acknowledge that they signed the same as their free and _ voluntary act and deed, for the uses 'and purposes therein mentioned. . . J GI EN under my hand and official seal this 7 " day, of r /� 1978. No'ta'r» Pablia in and for'the State of Washington, resid‘ng at Spokane -3- EXHIBIT "A" Description (Drainage retention pond site) That portion of the NE, N'W',; and the NW; NE., of Section 25, T.25N., R.44E.W.M., Spokane County, Washington, being more particularly described as follows: Beginning at a point that is S.89 ° 16 1 42 "E., a distance of 626.35 feet froin the N'-; corner of Section 25, said point being common to the north boundary of Section 25 and the west boundary of Leo N. Cashatt and others, as established by a survey performed by Adams Engineering in 1976; thence along sa8d Cashatt west boundary, the Following two (g) courses; 1) S.30 08'12 "E., a distance of 152.25 feet; 2) S.50 22'25 "E., a distance of 2g.00 feet; thence S.52 30'00 "W., a distance of 135 feet; thence 5.3022'00"E., a distance of 119.42 feet; thence 5.5626'16 "W., a distance of 48.06 feet; thence N.30 ° 22'00 "'W., a distance of 11.74 feet; thence S.52 38'00 "W., a distance o8 307.71 feet; thence 5.50 22'00 "E., a distance of 11.82 feet; thence 5.39 26'16 "W., a distance of 49.00 feet ; thence N.50 22'00 "W., a distance og 161.19 feet; thence 5.45 39'33 "W., a distance of 389.84 feet; thence 5.50 33'44 "E.. a distance of 899.11 feet; thence 5.39 26 "W., a distance o8 40.00 feet; thence N.50 33'44 "W., a distance of 293.47 feet; thence 5.45 "39'33 "W., a distance_ of 88.90 feet; thence 5.76 35'00 "W., a distance o8 144.00 feet; thence 5.07 35'00 "W., a distance of 215.00 feet; thence 5.59 05 "W., a distance of 844.00 feet; thence N.39 38'14 "W., a distance o8 57.50 feet; thence N.21 52'00 "E., a distance of 210.00 feet; thence N.85 21'57 "W., a distance of 298.12 feet; thence N.49 09'34 "E., a distance of 922.00 feet; thence N.62 14'59"E., a distance of 551.95 feet to the point of beginning. Containing 8.86 + acres. EXHIBIT "B" DESCRIPTION: (ENDED CERTIFICATE TO PLAT Order No. 83593 -M Description August 23, 1977 A portion of the Northeast guru of Sou[ ton 25, Township 25 North, Range 44 E.W.M., being more parLibularly described ns follows: Berl inning al. the :;.E. corner of Lot 24, Block 2 of 16(1inanont 1st a Les as per plat thereof recorded in Book 1.2 of plats, pour 36 In tho' Spokane County Auditor's Office; thence along the boundary of said plat the following three (3) courses; 1. IJ.03 UO'22 W., a distance of .,)).JIi feet: Z. S.Bti 59 38'J., a distance of 133.07 feet; 3. N.41 "W., a distance of (178.46 feet; thence H.39 ° 76'16 "E., a distance or 597.23 feel; thence (1.56 "C., a distance of 254.12 feel; thence 11.56 °11'51"[., n (1 1 11,lance nr 5').94 fret; thence 56 °1('59 "F. a Ms Lance 0 r 195.(1') font.; Ihnin:n ,,1-1 35"[. a disLance of 477.')'1 feel. to the il. 1 /I6 corner or the 11.1.. I/4 of said Section 25; thence 5.59 ° 16'42 "f. along the north line of the H. E. 1/4 or the tl.f. 1/4 of said Section 25, a distance of 585.25 feel.; Llience S.33 °01'22 "9., a distance 698.46 feet; thence. S.12 ° 22'01 "9., a distance of 558.86 feet; thence S.13 ° 13 1 42 "41., a distance of 291.91 fret; (hence `,.('1 "584(1 "t.1., a distance of 2(9.49 fuel.; thence S.07 ° 59'30"1•1., a distance. or (56.97 feel; thence S.a7'11'3(1 "41., a distance of 675.00 feel. I° He S.C. corner of Col. 1/, Block 3 or said recorded plat of Ridueim 'Jnt Es La tc;: lhnnre along Ilia boundary of said( plat. the following two ( ?) courses; 1. 11.06 .t9'42 "[., a distance :if - hn3.19 fee;.; N.a1 ,7 17 "C., a distance of 79.83 feel Co He S.11. corner of Lot 2(l. Bluc4: 2 of said plaL and point of beginning of this description Situate in the County of Gpol:anc, ;)Late ofi ".9. BEFORE THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON RESOLUTION NO. 79 O3O..+ IN THE MATTER OF ESTABLISHMENT OF VERA CREST DRIVE COUNTY ENGINEER'S FILE NO. 2507 This being the day set for the hearing on Spokane County Engineer's Report on the proposed establishment of VERA CREST DRIVE proceedings for which were initiated by PRELIMINARY RESOLUTION 79 -0176, 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 all other evidence adduced at the hearing; and IT FURTHER APPEARING -That the right of way has been dedicated as a public road, 60 feet wide and that said road is a public necessity and the same should be opened and established as a County road. THEREFORE, BE IT RESOLVED By the Board of County Commissioners of Spokane County, Washington, that the hereinafter described road as reported by the Spokane County Engineer on the 5TH day of MARCH, 1979, being more particularly described as follows: VERA CREST DRIVE - from Lot 14 Block 1 south and west to end of Plat of Ridgemont Estates No. 2. All located in the Northeast (NE 1/4) of Section 23, Township 25 North, Range 44 E.W.M. in the Plat of Ridgemont Estates No. 2, Plat No. 1059. and as shown by the records and maps on file in the office of the Spokane County Engineer be and the same hereby is established as a County road and the same shall be known as VERA CREST DRIVE NO. 2507. The road supervisor of the road district in which the said road is located is hereby directed to open and maintain the same for public use and travel. PASSED AND ADOPTED By the Board of County Commissioners of Spokane County, Washington, this 5TH day of MARCH, 1979. ATTEST: VERNON W. OHLAND CL F THE BO RD BY D E PUT Y RESOLUTION - ESTABLISHMENT BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON RAY W. CHRISTENSEN, CHM. HARRY M. LARNED No. 178 504 BEFORE THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON. ZE- 144 -76 ) IN THE MATTER OF CHANGING THE ZONING ) MAP FROM AGRICULTURAL TO SINGLE FAMILY ) R E S O L U T I O N RESIDENTIAL ON PROPERTY LOCATED IN ) SECTION 25, TOWNSHIP 25,N., .RANGE 44, ) E SPOKANE COUNTY, WASHINGTON ) ) The above - entitled matter coming on regularly for hearing before the Board of County Commissioners of Spokane County, Washington, on this day, and it appearing to the Board that the Spokane County Planning Commission has given due notice of the hearing on the matter in the manner and for the time provided by law; that said Planning Commission has held a public hearing as required; and that the said Planning Commission concurs in the plan to zone the following described property as: SINGLE FAMILY RESIDENTIAL /057 All THAT area platted as Ridgemont Estates No. 2, located in Section 25, Township 25 N., Range 44, E.W.M. Spokane, County Washington. NOW, THEREFORE, BE IT RESOLVED, that the above - described property be, and the same hereby is zoned under the classification of Single Family Residential as defined in the Zoning Ordinance of Spokane County, adopted August 25, 1953, as amended. PASSED BY THE BOARD THIS ATTEST: By: VERNON W. 0.i Clerk t : By: SIGNED: This is to certify that this i a true and correct,„F,gpy of Resolution No. /fad passed by Boarst this day •f 2/1 19 eputy ND oard I hereby certify that I have posted the above changes and revisions on the Zoning Map in'the Building Codes Department, and do further certify that the zone classification change is the same as described above and shown on the attache map. DATED: t — /7 - DAY OF BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON HARRY M. J AAWED, CHM. BAY W CHRtSTENSEN JERRY C. KOPET 6 t1 said time and place any int- rested person may appear for, or against, the granting of this application. • AGENDA, JANUARY 20, 1978 SPOKANE COUNTY PLANNING COMMISSION Time: Place: PRELIMINARY SUBDIVISION, EXTENSION OF TIME 8. PE-1059-76. Ridgemont Estates No .2 ZE- 144 -76. Agricultural to Single Family Residential a. Location: Section 25, Township 25N, Range 44 E.W.M. That portion of the NE 1/4 lying NE1y and Ely of and adjacent to Ridgemont Estates, being bounded generally on the east by the 2300 foot elevation contour line, being bounded generally on the west by the 2,075 foot elevation contour line, and being bounded on the north by the north line of said NE 1/4, Spokane County, Washington b. Sponsor: Tupper Realty Co. Inc. E 12929 Sprague Avenue Spokane, WA. 99216 c. Land Surveyors: Benthin & Clark E 2608 Sprague Spokane, WA. 99202 d. 42 acres e. 62 f. Single family dwellings g. Agricultural, established March 27, 1942 h. Single Family Residential (R-I) Vera Water and Power j, Central Val ey School District . Site Size: Number of Lots: Land use proposed by Sponsor: Existing Zoning: Advertised Zone Upgrading: Water Source: School District: i 1 = TELEPHONE: 456-2274 Friday, January 20, 1978, 8:30 A.M. County Health Department Auditorium Rm. 140 W 1101 College 1 • °L IAVCNIUE J I: err ,am„.. Scnc 1 051 9. PE- 1053 -76, GUTHRIE'S VALLEY VIEW EIGHTH ADDITION; 7E- 132 -76, AGRICULTURAL TO SINGLE FAMILY RESIDENTIAL: DAHLQUiST. That an extension of time be granted. (Mr. Culgley moved, ? .r. TLomas seconded. Vote was 4 yes and 1 no.) 10. PN- 1056 -76, PEONE PINES ESTATES, ZN- 135 -76, AGRICU L7 URAL SUBURBAN and /or SINGLE FAMILY RESIDENTIAL: DEVINCO, INC. That the extension of time be granted. (Mr. Thomas moved, Mr. Quigley seconded. Vote was unanimous.) 11. PE- 1059 -76, RIDGEMONT ESTATES NO. SINGLE FAMILY RESIDENTIAL: TUPPER, granted. (Mrs. Rawlings moved, Mrs. unanimously.) 2; ZE- 144 -76, AGRICULTURAL TO INC. That an extension of time be Byrne seconded. Motion passed 12. PE- 892 -73; PONDEROSA ACRES EIGHTH ADDITION; ZE- 29 -73, AGRICULTURAL TO AGRICULTURAL SUBURBAN: LEMLEY. That this matter be continued to the February, 1978 Planning Commission hearing due to an error in advertising. (Mrs. Rawlings moved, seconded by Mrs. Byrne. Motion passed unanimously, 13. PE- 1150 -77, SALTESE R4NCHETTES, ZE- 180 -77, UNCLASSIFIED TO AGRICUL TURAL: VIGUE. That the zoning be reclassified to the Agricultural zone. (Mrs. Byrne moved, Mrs. Rawlings seconded. Vote was unanimous.) 14. PE- 1143 -77, RAINBOW ESTATES, ZE- 163 -77 AGRICULTURAL TO SINGLE FAMILY RESIDENTIAL: NC KINLEY. To deny because the density is not appropriate in an area where the average parcel size is over three (3) acres. ( Motion by Mrs. Rawlings, seconded by Mr. Quigley. Vote was unanimous.) 15. PN- 1154 -77, GREEN BLUFF ACRES, 7N- 184 -77, AGRICULTURAL TO AGRICUL- TURAL SUBURBAN: FRANCO. That the preliminary plat to be known as Green Bluff Acres, (File Number PN- 1154 -77) be approved subject to the conditions as contained in the Planning Staff's find!Nis, dated January 20, 1978, with the added condition that a stateme t be pIt led in the dedication of the plat prohibiting mobile homes as a dwelling unit, and that a proposed declaration of Non - Significance be issued. (Mr. Thomas moved, Mr. Quigley seconded. Vote was unanimous.) 16. PW- 1156 -77, AIRPORT VILLAGE, ZVY- 194 -77, AGRICULTURAL TO RESTRICTED INDUSTRIAL: LUCAS. That the matter be continued for one month to see the plan of the Airport and the West Plains Water Plan with the Staff addressing more information on the adequacy of the water in the matter of maintenance of the landscape and fire protection. Only testimony to be taken Is that of the Staff reports of the above mentioned items. (Motion by Mrs. Rawlings, seconded by Mr. Thomas. Vote was unanimous.) - 3 - PRELIMINARY SUBDIVISIONS, EXTENSIONS OF TIME (Continued) 5. PE- 1052A -76 - WALLACE SECCND ADDITION: REDLIN ZE- 131 -76 - AGRICULTURAL SUBURBAN TO SINGLE FAMIIY RESIDENTIAL and /or TWO- FAMILY RESIDENTIAL A. The preliminary plat submittal has been given conditional app. oval by the Board of County Commissioners to December 1, 1977, It would appear that reason- able progress has been made by the applicant towards meeting the conditions of approval that have been imposed by the Board: B. The applicant has notified the Planning Department Staff that he is desirous of obtaining an extension of time to February 1, 1979 so that he rnlr.tht have addition- al time to meet all conditions of approval that have been imposec 6. PE- 1053 -76 - GUTHRIE'S VALLEY VIEW 8TH ADDITION: DAHLCU - ST ZE- 132 -76 - AGRICULTURAL T9 SINGLE FAMILY RESIDENTIAL A. the prel lmtnary plat submittal has been given conditional approval by the Board of County Commissioners to December 1, 1977. It would appear that reason- able progress has been made by the applicant towards meeting the condlttons of approval that have been Imposed by the Board. B. The applicant has notified the Planning Department Staff that he is desirous of obtaining an extension of time to February 1, 1979 so that he might have addition- al time to meet all condlttons of approval that have been imposed. 7. PN- 1056 -76 - PEONE PINES ESTATES: DEVINCO, INC. ZN- 135 -76 - AGRICULTURAL TO SINGLE FAMILY RESIDENTIAL A. The preliminary plat submittal has been given conditional approval by the Board of County Commissioners to December 1, 1977. It would appear that reason- able progress has been made by the applicant towards meeting the condlttons of approval that have been imposed by the Board. B. The applicant has notified the Planning Department Staff that he is desirous of obtaining an extension of time to February 1, 1979 so that he might have addition- al time to meet all conditions of approval that have been imposed. 8. PE- 1059 -76 - RIDGEMONT ESTATES NO. 2: TUPPPER INC. ZE- 144 -76 - AGRICULTURAL TO SINGLE FAMILY RESIDENTIAL, A. The preliminary plat submittal has been given conditional approval by the Board of County Commissioners to January 1, 1978... It would appear that reasonable progress has been made by the applicant towards meeting the conditions of approval that have been imposed by the Board. - B. The applicant has notified the Planning Department Staff that he is desirous of obtaining an extension of time to February 1, 1979 so that he might have addition- al time to meet all conditions of approval that have been imposed. -1A- - Title Insurance Services Spokane County Planning N. 811 Jefferson Spokane, Washington Gentlemen: Transamerica In the matter of the pl has examined the records of Spokane County, Washington, States Courts holding terms hereby certifies that the ti in Spokane County, to -wit: As hereinafter set forth; CERTIFICATE TO PLAT Commission an ca 1 die Insurance Company • llurlh 720 Argonne Road Spokane, Wa shinglon 99206 (509) 922-2222 Order No.: 83593 -M AMENDED CERTIFICATE TO THE PLAT Certificate for Filing Proposed Plat of RIDGEMONT ESTATES NO. 2 at submitted for your approval, this Company the County Auditor and County Cleric of and the records of the Clerk of the United in said County, and from such examination tle to the following described land situate VESTED IN: TUPPER, INC., REALTORS, a Washington corporation whose true corporate name is TUPPER INC., a Washington corporation EXCEPTIONS: 1. 1% excise tax, if unpaid. 2. DEED OF TRUST AND TIT TERMS AND CfJTJ)jTInNS TJ'T PEOF: cc: Inland Pacific Engineering cc: Tupper Inc. Realtors kk Trustee: Beneficiary: Amount: Dated: Recorded: Recording No,.: Tunner Inc., Realtors, a. JTashingto -. corporation Transamerci_a Title Insurance Company Bancshares Mortgage Company $504,000.00 August 31, 1977 September 1, 1977 709010107 Records examined to September 27, 1977 at 8:00 A. M. TRANSAMERICA TITLE INS CE COMPANY By: DESCRIPTION: A portion of the Northeast quarter of Section 25, Township 25 North; Range 44 E.W.M., being more partibularly described as follows: Beginning at the S.E. corner of Lot 24, Block 2 of Ridgemont Estates as per plat thereof recorded in Book 12 of plats, page 36 in the Spokane County Auditor's Office; thence along the boundary of said plat the following three (3) courses; 1. N.03 ° 00'22 "W., a distance of 599.90 feet; 2. 5.86 ° 59'38 "W., a distance of 133.07 feet; 3. N.41 ° 33'44 "W., a distance of 478.46 feet; thence N.39 °26'16 "E., a distance of 597.2.3 feet; thence N.56 ° 26'16 "E., a distance of 254,12 feet; thence N.56 °11'51 "E., a distance of 59.94 feet; thence S. 56 °16'59 "E., a distance of 195.09 feet; thence N.45 ° 53'35 "E., a distance of 477.84 feet to the N. 1/16 corner of the N.E. 1/4 of said Section 25; thence 5.89 °16'42 "E. along the north line of the N.E. 1/4 of the N.E. 1/4 of said Section 25, a distance of 585.25 feet; thence 5.33 °01'22 "W., a distance, 698.46 feet; thence 5.12 ° 22'01 "W., a distance of 558.86 feet; thence 5.13 a distance of 291.94 feet; thence 5.64 ° 58'44 "W., a distance of 269.49 feet; thence 5.07 ° 56'30 "W a distance of 656.97 feet; thence 5.47 0 11 1 30 "W., a distance of 675.00 feet to the S.E. corner of Lot 17, Block 3 of said recorded plat of Ridgeuront Es La Les• thence along the boundary of said plat the following . two (2) courses; 1. N.06 "E., a distance of 785.79 feet; 2. N.44 ° 57'17 "E.,• a distance of 79.83 feet to the S.E. corner of Lot 24, Block 2 of said plat and point of beginning of this description Situate in the County of Spokane, fltate of Wnsi- in^ * AMENDED CERTIFICATE TO PLAT Order No. 83593 -M Description August 23, 1977 1. Transamerica cm, Title Insurance Services - Gentlemen: Spokane County Planning Commission N. 811 Jefferson Spokane, Washington In the matter of the plat submitted for your approval, this Company has examined the records of the County Auditor and County Clerk of Spokane County, Washington, and the records of the Clerk of the United States Courts holding terms in said County, and from such examination hereby certifies that the title to the following described land situate in Spokane County, to -wit: As hereinafter set forth; VESTED IN: ALFONS B. RENZ and EVA RENZ, husband and wife EXCEPTIONS: 1. 1% excise tax, if unpaid. CERTIFICATE TO PLAT . Transamerica Title Insurance Company North 720 Argonne Road Spokane, Washington 99206 (509) 922-2222 Order No.: 83593 -M RECEIVE AUG 301977 SPOKANE COUNTY PLANNING DEPARTMENT Certificate for Filing Proposed Plat of RIDGEMONT ESTATES NO. 2 2. General taxes for the last half of 1977 in the amount of $92.60 (Parcel No. 25541 -9001) Covers this and other property General taxes for the last half of 1977 in the amount of $840.62 (Parcel No. 25545 -9041) Covers this and other property 3. EASEMENT AND THE Grantee: Purpose: Location: Dated: Recorded: Recording No.: TERMS AND CONDITIONS THEREOF: The Washington Water Power Company, a corporation Electrical distribution line with right to place 3 poles and 1 anchor on said property. See copy attached. June 23, 1945 July 3, 1945 at 1:42 P. M. 658472A (copy attached) (continued) e 4. Right, title or interest of Tupper Inc., a Washington corporation as disclosed by application for title insurance. cc: Inland Pacific Engineering cc: Tupper Inc. Realtors kk Records examined to August 23, 1977 at 8:00 A.)1.. TRANSAMERICA TITLE INSURANCE COMPANY By: 2;i Order No. 83593 -14 August 23, 1977 DESCRIPTION: Situate in the County of Spokane, `%tate of Tn.sh.ir. ^ton. Order No. 83593 -M Description August 23, 1977 A portion of the Northeast quarter of Section 25, Township 25 North, Range 44 E.W.M., being more partibularly described as follows: Beginning at the S.E. corner of Lot 24, Block 2 of Ridgemont Estates as per plat thereof recorded in Book 12 of plats, page 36 in the Spokane County Auditor's Office; thence along the boundary of said plat the following three (3) courses; 1. N.03 ° 00'22 "W., a distance of 599.90 feet; 2. S.86 ° 59'38 "W., a distance of 133.07 feet; 3. N.41 °33 a distance of 478.46 feet; thence N.39 °26'16 "E., a distance of 597.23 feet; N.56 ° 26'16 "E., a distance of 254.12 feet; thence N.56 °11'51 "E., a distance of 59.94 feet; thence S. 56 0 16'59 "E., a distance of 195.09 feet; thence N.45 ° 53'35 "E., a distance of 477.84 feet to the N. 1/16 corner of the N.E. 1/4 of said Section 25; thence S.89 °16'42 "E. along the north line of the N.E. 1/4 of the N.E. 1/4 of said Section 25, a distance of 585.25 feet; thence S.33 °01'22 "W., a distance 698.46 feet; thence S.12 ° 22'Ol1W., a distance of 558.86 feet; thence 5.13 ° 13'42 "W., a distance of 291.94 feet; thence S.64 ° 58'441W., a distance of 269.49 feet; thence S.27 ° 56'30 "W., a distance of 656.97 feet; thence 5.47 ° 11'30 "W., a distance of 675.00 feet to the S.E. corner of Lot 17, Block 3 of said recorded plat of Ridgemont Estates• thence along the boundary of said plat the following two (2) courses; 1. N.06 "E., a distance of 785.79 feet; 2. N.44 ° 57'17 "E., a distance of 79.83 feet to the S.E. corner of Lot 24, Block 2 of said plat and point of beginning of this description 25 moat w to \-is z invtatia = Taint raWa 4 — o P E Rf EMo TE l yoo'y \ \ 6 qt \a • S ,• 3 6 .29 s 3 M .1404 • -- 'damn !enpe Aq pawepaose uope3ol pue suulsuow:p w •Aue p . suapeuee 101 ANVIL, ou sawnsse Auedwoo au' pue sasweid pies bwleool w bupsuse 10 asudmd :NI i a) A:J os ape:u sl jupd s; 1OZ66 NOIDNIHSVM '3NV)40d5 3f1N3AV - 3f1JVI4S 108 M ANVdiMOJ 3:1NVHOSNI 31111 VOIU3WdSNHVI . -4 „ /20 ;, 30 60/ August 8, 1977 Attention: Verle Smale Dear Verle ‘VI9‘1\f/N\q‘1\1 Kenneth J. Tupper � KJT:1f Spokane County Engineer's Office North 811 Jefferson Spokane, Washington 99201 Subject: Paving Participation - Ridgemont Estates No. 2 I would like to request paving participation in Ridgemont Estates Nlo,._2.., We are presently anticipating paving in September of this year. If you have any questions in regards to this matter please do not hesitate to contact me. Thank you for your consideration. Sincerely TUPPER INC., REALTORS R ECEIVE® SPOKANE COUNTY ENGINEER AUG- 91977 RAT - F(4E I EAST 9803 SPRAGUE AVE. • SPOKANE, WASHINGTON 99206 • (509) 928 -1991 A. REASONS: ZE- 144 -76 - AGRICULTURAL TO SINGLE FAMILY RESIDENTIAL (R -1) MINUTES DECEMBER 10, 1976 PRELIMINARY SUBDIVISION AND ZONE CLASSIFICATION UPGRADING PE- 1059 -76 - RIDGEMONT ES I NO 71: TUPPER REALTY COMPANY.. INC. Planning Commission Recommendation: Aoorove for the followina reasons and subiect to the following conditions: (Vote was unanimous.) 1. This proposed plat is within the Metropolitan Area and has a similar density as Ridgemont Estates, Tim ber Lane, Timber Lane 1st and Timber Lane 2nd. 2. This proposed plat is a "fill -in" plat between the existing plats of Ridgemont Estates and Rotchford Acre Tracts and is a continuation of said Ridgemont Estates. 3. This proposed plat will be served by adequate dedicated roads, ample w;;tdr and fire protection and power as well as have a sewer system. 4. This site has marginal agricultural value because of the soil type (USDA III), topography, acreage, or existing timber. 5. This proposed plat is separated from ownerships of different densities by topography or timber. B. CONDITIONS: 1. That the plat be designed as indicated on the preliminary plat of record and /or attached sheets as noted. 2. That a statement be placed in the dedication to the effect that no more than one dwelling structure be placed on any one lot, nor shall any lot be further subdivided for the purposes of creating additional lots or building sites without filing a replat. That the plat provide for right of way width for streets as indicated on the preliminary plat of record. 4. That appropriate provision be made that the following described property be held in trust until the continuation of the streets be dedicated or deeded: A 1' strip at the ends or edges of all streets that terminate or border the plat boundary. (Temporary cul de sacs are required when streets terminate at the plat boundaries.) 5. That appropriate street names be indicated. - 3 - PE- 1059 -76 RIDGEMONT ESTATES NO. 2 (Continued) 6. That appropriate utility easements be indicated on copies of the ap- proved preliminary plat for distribution to the Planning Department and the utility companies. Written approval of the easements by the utility company must be received prior to the submittal of the final plat. 7. That a plan for water facilities adequate for fire protection be approved by the water supplier and fire protection district. Said water plan must also have been approved by the appropriate health authorities. The health authorities, water supplier (purveyor), and fire .protection district will certify, prior to the filing of the final plat, on the face of said water plan that the plan is in conformance with their requirements and will adequately satisfy their respective needs. Said water plan and certification will be drafted on a transparency suitable for repro- duction. The purveyor will also certify prior to the filing of the final plat on a copy of said water plan that appropriate contractual arrangements have been made with the plat sponsor for construction of the water system, in accordance with the approved plan, and in accordance with a time schedule. The time schedule will provide, in any case, for completion of the water system and inspection by the appropriate health authorities . prior to application for building permits within the plat. The contractual arrangements will include a provision holding Spokane County and the purveyor harmless from claims by any lot pur- che ser refused a building permit due to the failure of the plat sponsor to ,;Dtisfactorily complete the approved water system. - The plat dedication will contain a statement to the effect that the • public water system as approved by County and State Health authorities and the local fire district and purveyor will be installed within this plat, and the subdivider will provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot. 8. That a certificate of title be furnished the Planning Department prior to the filing of the final plat. 9. That the preliminary plat be given conditional approval to January 10, 1978. 10. That streets be improved to standards established by Spokane County or a bond to cover the cost of such improvements be furnished the County Engineer. The bond may also cover the cost of "as built" plans, engineering costs, and placing of final center line monuments. 11. That profiles of streets, cross sections, proposed grades and drainage plan of the plat be submitted and approved by the County Engineer and by the Planning Director before the final plat is drawn. Prior to accept- ance of the improvements or release of bonds, a certificate by a regis- tered civil engineer or licensed land surveyor will be required indicating that all improvements have been installed to the lines and grades shown on the approved construction plans. -3A- 1 PE- 1059 -76 - RIDGEMOIs ESTATES NO. 2 (Continued) 12. Conditional approval of the plat is given subject to the dadication of the right of way to the public and approval of the road system in the plat by the County Engineer. 13. That a name be indicated before the final plat is filed; such name to be approved by the County Assessor and the Planning staff. 14. That conditional approval by given subject to provisions in the plat for a public sewer system. Approval of the design of said syster.is must ;riven by County and State Health authorities and the County Utilities Department prior to filing of the final plat. A suitable guarantee will be required to cover the cost of providing said .system in the amount as determined by the Public Works Department. - An operation and management agreement providing for management in perpetuity must be concluded to the satisfaction to the Health officer prior to the signing of the final plat. (RE: Public sewer system) 15. That a statement be placed in the dedication to the effect that 'a public sewer system will be made available for the plat and individual service will be provided to each lot prior to sale. C. THRESHOLD DETERMINATION: Planning Commission Recommendation: That a Final Declaration of Non- Siani- ficance be issued. D. ZONING RECOMMENDATION: Planning Commission Recommendation: Approve Ridaemont Estates No. 2 Subdivision as indicated on the preliminary plat of record to the Single Family Residential (R -1) Zone classification upon the filing of the final plat. REASONS: 1. The 62 lots in the Ridgemont Estates No. 2 have been designed to accom- modate single family residential use; i.e., gross density of 1.5 units per acre. 2. The Planning Commission has been upgrading similar residential plats in the area to the Single Family Residential Zone; i.e., Ridgemont Estates, Timberlane First and Timberlane Second. 3. The Single Family Residential Zone prohibits duplexes, animal keeping other than household pets, • mobile homes and home occupations. -3B- PE- 1059 -76 - RIDGEMONT ESTATES NO. 2 (Continued) E. GENERAL DATA: 1. Location: Section 25, Township 25 N., Range 44, E.W.M. That portion of NE 1/4 of Sect. 25 lying NE1y and Ely of and adjacent to Ridgemont Estates, bounded gen. on E by the 2300 ft elevation contour line; on W by 2075 ft elevation contour In, and on N by north line of said NE 1/4. 2. Sponsor: Tupper Realty Co., Inc. East 12929 Sprague Avenue Spokane, WA 99216 3. Land Surveyors: Benthin and Clark East 2608 Sprague Avenue Spokane, WA 99202 4. Site Size: 42 acres 5. Number of Lots: 62 6. Land use proposed by sponsor: Single family dwellings 7. Existing zoning: Agricultural, established March 27, 1942 8. Advertised Zone Upgrading: Single Family Residential (R -1) 9. IN a `or Source: Vera Water and Power 10. School District: Central Valley School District. - 3 C - STAFF RECdi;'.i:i 4NDATiONS PRELIMINAIi,i' :< 1BIDIVI3ION AND ZUNI Ci 7S!:':' ioN UPGPADING 3. PE- 1059 -76 - RIDGEMONT ESTATES NO. 2: TUPPER REALTY CO.. INC. ZE- 144 -76 - AGRICULTURAL TO SINGLE FAMILY RESIDENTIAL (R -1) Planning Staff Recommendation: Approve for the following reasons and subject to following conditions: A. REASONS: 1. This proposed plat is within the Metropolitan Area and has a similar density as Ridgemont Estates, Timber Lane, Timber Lane 1st, and Timber Lane 2nd. 2. This proposed plat is a "fill -in" plat between the existing plats of Ridgemont Estates and Rotchford Acre Tracts and is a continuation of said Ridgemont Estates. 3. This proposed plat will be served by adequate dedicated roads, ample water and fire protection and power as well as have a sewer system. 4. TI s site has marginal agricultural value because of the soil type (USDA III), topography, acreage, or existing timber. 5. This proposed plat is separated from ownerships of different densities by topography or timber. B. CONDITIONS: 1. That the plat be designed as indicated on the preliminary plat of record and /or attached sheets as noted. 2. That a statement be placed in the dedication to the effect that no more than one dwelling structure be placed on any one lot, nor shall any lot be further subdivided for the purposes of creating additional lots or building sites without filing a replat. 3. That the plat provide for right of way width for streets as indicated on the preliminary plat of record. 4. That appropriate provision be made that the following described pro- perty be held in trust until the continuation of the streets be dedicated or deeded: A 1' strip at the ends or edges of all streets that terminate or border the plat boundary. (Temporary cul de sacs are required when streets terminate at the plat boundaries.) 5. That appropriate street names be indicated. -3- :- PE- 1059 -76 RIDG::;MONT !ST\T O. 2 (Continued) 6. That appropriate utility easements be indicated on copies of the ap- proved preliminary plat fa: tiistributicn to the Planning Department and the utility companies. Written approval of the easements by..the utility company must be received prior to the submittal of the final plat. 7. That a plan for water facilities adequate for fire protection be approved by the water supplier and fire protection district. Said water plan must also have been approved.by the appropriate health authorities. The health authorities, water supplier (purveyor), and fire .protection district will certify, prior to the filing of the final plat, on the face of said water plan that the plan is in conformance with their requirements and will adequately satisfy their respective needs. Said water plan a pia certification will be drafted on a transparency suitable for repro - r ti a ion. The purveyor will also certify prior to the filing of the final plat on a copy of said water plan that appropriate contractual arrangements have been made with the plat sponsor for construction of the water system, in accordance with the approved plan, and in accordance with a time schedule. The time schedule will provide, in any case, for completion of the water system and inspection by the appropriate health authorities _ prior to application for building permits within the plat. The contractual arrangements will include a provision holding Spokane County and the purveyor harmless from claims by any lot pur- chaser refused a building permit due to the failure of the plat sponsor to satisfactorily complete the approved water system. The plat dedication will contain a statement to the effect that the public water system as approved by County and State Health authorities and the local fire district and purveyor will be installed within this plat, and the subdivider will provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot. 8. That a certificate of title be furnished the Planning Department prior to the filing of the final plat. 9. That the preliminary plat be given conditional approval to January 10, 1978. 10. '1h . streets be improved to standards established by Spokane County or a bond to cover the cost of such improvements be furnished the County Engineer. The bond may also cover the cost of "as built" plans, engineering costs, and placing of final center line monuments. 11. That profiles of streets, cross sections, proposed grades and drainage plan of the plat be submitted and approved by the County Engineer and by the Planning Director before the final plat is drawn. Prior to accept- ance of the improvements or release of bonds, a certificate by a regis- tered civil engineer or licensed land surveyor will be required indicating that all improvements have been installed to the lines and grades shown on the approved construction plans. -3A- PE- 1059 -76 - RIDGEMONT ESTATES NO. 2 (Continued) 12. Conditional approval of the plat is given subject to the dedication of the right of way to the public and approval of the road system in the plat by the County'Engineer. 13. That a name be indicated before the final plat is filed; such name to be approved by the County Assessor and the Planning Staff. 14. That conditional approval be given subject to provisions in the plat for a public sewer system. Approval of the design of said systems must be given by County and State Health authorities and the County Utilities Department prior to filing of the final plat. A suitable guarantee will be required to cover the cost of providing said system in the amount as determined by the Public Works Department. ..:: operation and management agreement providing for management in perpetuity must be concluded to the satisfaction of the Health officer . prior to the signing of the final plat. (RE: Public sewer system) 15. That a statement be placed in the dedication to the effect that a public sewer system will be made available for the plat and individual service will be provided to each lot prior to sale. C. ZONING RECOMMENDATION: Planning Commission Recommendation: Approve P.idaemont Estates No. 2 Subdivision as indicated on the Preliminary Plat of record to the Single Family Residential (R -1) Zone classification upon the filing of the final Plat. REASONS: 1. :e,3 62 lots in Ridgemont Estates No. 2 have been designed to accommo- date single family residential use; i.e., gross density of 1.5 units per C.' 2. The Planning Commission has been upgrading similar residential plats in the area to the Single Family Residential Zone; ie., Ridgemont Estates, Timberlane First and Timberlane Second. 3. The Single Family Residential Zone prohibits duplexes, animal keeping other than household pets, mobile homes and home occupations. -3B- DEPT. FILE REF. STAFF REVIEW OF ENVIRONMENTAL CHECKLIST PE- 1059 -76 ZE- 144 -76 I. In accordance with the Spokane County Environmental Ordinance and WAC 197 -10, an Environmental Checklist has been submitted by the applicant or his agent. This checklist and any additional pertinent data has subsequently been reviewed by the Spokane County Planning Department The following data briefly describes the proposal: A. Action Requested: Preliminary Plat and Zone Chancre :in nrnwtal (Ridgemont Estates No. 2) B. Description of Proposal: 62 Single Family lots on 42 acres of slonjrlg ',5 - 25 %) partially treed ground; average lots approximately 24, 500 square feet with central sewage collection system and plant. C. Location of Proposal: Sloping hillside approximately 1/2 mile e :? ;t of Su :liven Road between 15th and 24th Aveaues in Spokane Valley. II. Review of Checklist: A. Slight adverse impacts are noted under the following questions: II. 1. (Earth): II. 2. (Air): II. 3. (Water): II. 4. (Flora): II. 5. (Fauna): II.6, (Noise); II.7. (Light and Glare); I1.8. (Land Usn); II.11. (Population); II. 12. (Housing); II. 13, (Transportation /Circulation); II.'14. (Public Services); II. 16. (Utilities). B. Potentially significant adverse impacts are noted under the following questions: None C. Discussion of impacts identified in B above: large lots on streets well suited to terrain with community water and sewerage system yield a proposal with numerous mitigating measures already imi. iemented. III. Conclusions and Recommendations: Based on II B and C above, the staff concludes that there will be no significant adverse environmental imp•_c'.s will result and °ecommends that a decl.a nn of non- significan ;:a be issued. r RAVERSE_ANALYS RIDGEMON.T__ES SURVEYOR: INLAND PACIFIC ENGRS i� N8919 DIVISION ST n SP_OKANE_WASH_99208 p,/,• �1` 484 -4750 1 CHECKE ENGnc DATE: 02/02/78 1 - - -- LATITUDES - - - -1 I - -- DEPARTURES - - -1 - BI:CK LOT BEARING . DISTANCE N 0 R T H 5 0 U T H E A' S T W E S T PLAT BDRY .._.__. N 639 42E 7R5.790 180.485 ' 91.157 PLAT BORY N 44 57 17E 79.830• 56.493 56.404 PLAT BDRY N 3 0 22W.- 599.900• 599.075 31.460 PLAT _ - _BORY v , S 86 59 38W 133. 6. 132.887_ -_ PLAT. BORY .P4 41 33 44W 478.460 358.001 317.426 PLAT BDRY N'39 26 16E 597.230 ,, 461.250= ,. „ 379.384 P' AT , BORY N 56 26 16E 254.120 _ 1_40. 211.755 PLAT BORY N 56 11 51E 59.940,- 33.347 ,49 - .808 . PLAT BORY S 56 16 59E 195.090 108.293 162.274 _ 1 LATB0RY N 45 53_35E 477.8 332.577 3 PLAT, BORY S 89 16 42E 585.250 7.371 . 585.204 PLAT BORY S 33 '1 22W 698.460- .585.627 380:641 'I "T_BDR 558.860 545.892 119 PLAT BORY S 13 13 42W 291.940 284.194 66.805_.. PLAT BORY S 64 58 44W 269.490 113.981 244.199 _- PLAT _BDRY__ _S_ 7_-56. - 30W_, 656.970 • 65 -- 9 0.370____ PLAT BDRY S 47 11 30W 675.000• 458.695 ` 495.201 2761.714 2761.701 1879:093' 1879.082 - AREA =. 1835676. -S0, FT I 42.'14 ACRESI 1 CL N 41 33.44W 250.000- 187.059 1 CL N 39 26 16E 597.230 461.250- 379.384 1 CL N 56'26 16E ,-.254.120- 140.488 '211.755 1 CL N 56_17_51ET�59..940 , 33.3427 49...808 1. CL S 56 16 59E 195:090• 108.293 162.274 1 CL N 45 53 35E.• 477:840 332.577' . 343.1'09 1 - C L S 89 16_42.E 212.200 2..67.3 212..:183 1 CL; N 89 16 42W ,. , ,435.090 5.480 = 435.055 ' • 1 CL S 64 59 ,2E. . 435.090 183.988 394.274 rrlRVE? = 24 17 40 = 435.090_LENGTH = 184.486 TANGENT = 93..6504-, 1 CL S 25 '3-58W . 35:070 - . , 31.780 '14;130- ..,,.- .. -, • 1 CL N 64 59..2W, .1500.000- 634:310'= .,. .1359.283 1 CL_5_5.7_21_21.E_1.5.00..00D 809...1.30 - 1263.:0.55 .+CURVE: DELTA = 7 37 41' RADIUS ='1500:000- LENGTH = 199.702 TANGENT.= 99.999 1 CL. N 57 21.21W 227'.320:„ 122.621 ...,..' ' . . 191.412 ,..- 1 CL S 2 19 5E___:-.221.320 ' ' 227.134 ' - 9;194 .♦CURVE: DELTA = 55 2 16 RADIUS = 227.320- LENGTH = 218.361' TANGENT = 118.431' ._. 1 CL S 87 40.55W . 76.590- 3.098 .76.527 . - 1 , CL ' S� 2_19 SE 58.5..370 584.891 2.3.676 1 CL N 19 33 44W, _..585.370 - , 551.582 196.000,; - CURVE: DELTA = 17 14 39 RADIUS = "585.370- LENGTH,= '176.177 ._,TANGENT = 88.760 ... 1. CL .S 19_53 44E 835.620• 787.387 ,279.79 - 1' CL N 49' 44W 835.620• 547.531 ." ` . . .631 ;241 - CURVE: DELTA = .29;30. 0- RADIUS = 835.620•' LENGTH :' 430.237 TANGENT = 220.000• ,.. 1" CL. S 40 56 16W '180.000 117.943 .. 117.943 .. . 1 CL N 49 3 44W 1525.710- 999.7)5 1152.554 1 • CL 5 41.33-44E ' 1525.710-* ' .. 1141.391' 1012.206 -C.UR.V-Eq_D.ELTA = 7_30 0 - RAD.IUS? 15.25._7.10___LENGTH = 199 'TANGENT = ' 1:00.000_. 4015.948' '4015.940 4340.709 4340:708' AREA = 437984. SO FT 1 10.05 ACRES) 1 SL N 41 33 44W 220.000- . 164.612 145.955 . 1 SL _ N 39 26_16E 597'.23 461.250 379.38,4 1 SL' N 56 26 16E ..254.120- 140.488 211.755 1 , SL N 56 11 51E 59.940- 33.347 49.808 1 c1 c 56_16_59E 195.090- 108.293 162.274. 1 . SL N 45 53 35E 477.840 332.577 .343.109 ., 1 SL S 89 16 42E 182.200 2.295 182.186 - 1 .SL N 89 16 42W. .. 405.090- 5.102 405.058 .... .- 1 • SL S 64 59 2E 405.090- 171.302 ,367.088 _. +CURVE: DELTA = 24 17 40" RADIUS = 405.090- LENGTH = 171.765 .TANGENT = 87.193 cl S 25 0 35:070- 31.780 14.830- 1' SL N 64 59 2W 1470:000- ,621.624 1332.098 . 1 SL S 57 21.21E . 1470:000- '` 792.948 1237;794'. +CURVE: DELTA = 7 37 41 RADIUS = 1470.000 - LENGTH = 195.708 TANGENT = 97":999 ,1 SL" N 57 21 '21'W - .197.320- 106.438 "" 166.151 • 'l - SL 5 2 19 •5E 197.320' " 197.159, _,-.7 :981., • +CURVE: DFtTA a 55 2 16 RAOIUS = 197.320• LENGTH = 189.544 TANGENT = 102.'801" 1 SL 5. 87 40 -55W , . 76.590. • 3.098 76.527 1' SL S 2 19 5E .. 615.370• 4 .614.866 24.890,. ' ti 1 17' 13•44W ' " 615.370 579.850 206.04-5• - CURVE: DELTA = .17 14 39 .RADIUS = 615.;370 LENGTH = 185.206 TANGENT.,.= 93.309 1 SL S 19 33 44E ._,865.620- .. 815.655 289.836. 1 - "'cl AJ .9_3 44M 865.620 - ' • 567.188 • 65.3.. - .- CURVE: DELTA = 29.30'. 0 RADIUS =. 865.620 LENGTH = 445.684 ., TANGENT. = 227.899. .., 1 SL S 40 56 16W 180.000 135.976 117.943 1 SI N 49 3 44M 1495.710• 980.048 1129.892 1 SL S 41 33 44E .1495.710 1119.144 992.`303 +CURVE: DELTA = 7 30. 0= RADIUS = 1495.710 LENGTH = 195.788 TANGENT = 98..034 • 3992.523 3992.514 4248.407 4 4248.406 AREA'= 387348. S0 FT I 8.89 ACRES) 1 1 -N 46 42 14W 1495.710" 1025.712 1088.607 1 1 S 41 33 44E 1495.710- 1119.144 992.303 +CURVE: DELTA = 5 8 30- RADIUS = 1495.710• LENGTH a 134.224 TANGENT = 67.157 1 .1. N 41.33 44W . . 220.000- 164.612 - 145.955 1 1 N 39 26 16E 105.000° 81.093 66.700 1 1 S 49 3 44F 132 390 152.271 175 552 1271.417 1271.415 - 1234 :556 1234 :562 ARFA = 2'076._S0 FT 10.62 ACRES) 1 2 N 49 3.44W 232.390• 152.271 175.552 1 7 h 19_26 16E_105.000'- 81.093 . 66.7a .. 1 2 S 49 3 44E 236.410- 15'4.905 178. - ,. 1 2 S 40 56 16W 43.410. 32.793 . 28.444 ' .. 1 2 N 49 3 44W 1495.710 980.048 - 1129.892 .. 1 2 S 46 42 14E 1495.710- 1025.712 1088.607 ,. +CURVE: DELTA = 2 21 30 " RADIUS = 1495.710 LENGTH = 61.564 TANGENT = 30.787 1 1 1 1 3 3 3 N 49 1 44W. 235:41(Y• 154:905 N 39 26 16E 105.000' S 49 44.E 239.160 S 40 -56 16W 104.970 1 4 5 49 3 44E 245.020 1 t 4_12__7E 865 • " 1 . 4 N 49 3 44W 865.620• 567.188 - CURVE: DELTA = 4 51 37 RADIUS = 865.620• LENGTH 1213.412 1213.410 1333.896 1333.888 AREA = 24644. SO FT ( 0.57 - ACRES - 81.093 • + " " • 66: 700 •', 178.589 _ 156.70.7 180...667 79.297 235.991 236..004 247.367 247.370 AREA = 24959. SO FT ( 0.57 ACRES) 1 1 t' _49__3 44.W 239.160 156.701 1' 4 N.39 26 16E . 105.000• 81.093 .66.700 160.547 620..:552 = 73.429 1 6 N 39 26 16E 24 :800- • 19.153 1 5 N 56 25 16E. 114.080' ., 63.068 1 , 6 5 30 37 '58E. 274.540 • ' `236.228 1 6 S 30 •37 58E 86 - ..620 2 ' • 7_4_4.82.3 1 '6 . N 37 34 58W. 865.620' ' ` 685.981' ' - CURVE: DELTA = 6 57 0 :,..RADIUS`= .865.620 .. = LENGTH .105.000• 1 h N_37_34_5.8.)11-26.5.5.90 • 212.0511 ■ • 68.780 180..66 7 • 185.093 603.501 - ,. 653..90.8,' TANGENT �_, 36:735 < < ' 0__56_16M__31.620 23.886 20.71:9 -__, .804.988 ' 804'.985 855.295 855.293 18E a ' 25323._SG_F_T ( 0.5.8_AC.RES_) 1 5 N 49 3'44W 245.020 160.547 1 185.093 1 5 N 26 152:44 117.732 96. 1 5 S 37 34 58E 268.590 ., 212.850 163.815 1 5 S 37 34 58E 865.6204 685.981 527.948 „ 1 5 - N e _12 7M- 865.62.0 620.552 603.50 ' ' - CURVE: DELTA = 6 37 9 - .RADIUS = 865.620 LENGTH = 100.002 TANGENT = 50.'057 _ ,. 898..830 898.8.3.1_ 78 :.598 7_88:..59A_.:_-- AREA = 31973. S0 FT ( 0.73 ACRES) 1.5._7.54 ,95.061,.,, 139:'887 441.063 ... 527.948 ,TANGENT, 52.564 1.63:..815_ 981.053 981.051 691.765 691.763 "REA = 33 20 ( __0._7.6_ACR.ES.) 1 7- N 56 26 16E. 140.040• 77.420•- 116.693 ' S 23__40_58E 290.19.0 265..75.1 11.6..5.61 1 .7 5 23 40 58E, 865.620 - E 792.720 347 :696 ... •• 1 ' 7 N 30 -37 58W . ' 865.620 744.823 441.063 - r""R.VE? DELTA = 6 57 0- ._.RADLUS = 865.620 • LENGTH = 105.000_..- .,T.A.NGENT = 52464,__, 1: 7' N 30 37 58W 274.540• ,.236.228' .139.887 . 105R_472 10SR_472 ' 5R0_050• ' 5R0_'050' E fl 1 • AREA 1', 8 N 56 '11 51E 59.940- 33.347 • 1. 8 S 56 16 59E 195.'090 ,._.. 1.:. 8 .S 1 8 21E 154'.990' 1 R_ 5_•15_3_4_53E __615.010 - 1._ ' 8 N 19 33 44W 615.3.70- ' 579.850•' - CURVE: „DELTA =. 3 58 51 RADIUS = .615.370 LENGTH s ,42.755 1 ° 5 ... ' " 21 44E 865.620,_ 815.65 1, 8 , 23 40.58W 865.620.- „ 792.720 ,.,,- CURVE: DELTA = -, 4 7 14 RADIUS = 865.620 LENGTH s 62.253 1671.668 AREA 34284. SO FT 1 0.79 ACRES) ° 808 108:293 162.274 154:959 3.081 592.155 165.293 206.045. • TANGENT = 5 ,. 289.836 21:386 3.47. 696. ..TAN = 31140 4__23_4.0_5.8 W 290.-190 • °' 265.751 116061 , . 1671.662' 670.291 670. 36784. SO FT 1 0.84 ACRES) ' 1 9 .N 1 8 21W 154.990- 154.959 "' 3.081• ' 9-_N 45_53_35E 150..420 104.692 10.8..008, 1 9 S 4 3. 5E. . 239.170• 238.572 16:898 1 9 .5 4 3 5E 615.370- 1 613.832 43..477 . 1 9 N 15 '5314 615_:370 • 5_92.755 165_..293 - CURVE: DELTA = 11 31 48 ...RADIUS = 615.370 LENGTH 'a:123.835 , „= 62.127......... _ ._ 1 10' N 4 3 5W 239.170- 238.572 1 10 - N 4553 35E 95.940 . 66.774 1 10 . 5 18 39 33E 307.150- 291.006 1 10 - N 18 39 3314,_,.,,,,_,.,,197020' -- 186 949 1 10- 5 2,19 5E 197.320 197.159 +CURVE: DELTA = 16 20.28 RADIUS = 197.320 • LENGTH = '56.277 1 _10 -S 87 40.5514, _ 76.50^ "3.098 1 10 ' 5 2 19 • 5E.. . 615.370 • .. 614.866 1 10 N 4 3 514 _ 615.370 • 6'13.832 - r "R,V.E:_DELTA = 1 44 0 - RADIUS = 615.3_70_LENGXH 1 11 S 60 40 - 1E .281.050 137.682 1 1 1 _ N_ 60 :40_ • 114 1470.000 720.132 ' '1 11 5 57 21 21E 1470.000. -,. 792.948 +CURVE: DELTA = 3 18 40'..R. AD IUS 1470.000 LENGTH = 84.951 1 1 1 N__5_7_2.1_ 21 M .197.320 106.418 , , 1 ' 11" S 18 39 33E 197.320• 186.949 • +CURVE: DELTA = 38 41 48' RADIUS = 197.320• LENGTH s .133.267 1 11 N 18 39 33M 307.150' 291.006 852.407 852.405 168.382 168.374 AREA = 22983. -501 FT / ' 0:53 ACRES 1 68.889 98.269 7.981 , TANGENT'= 24.890,. TANGENT = 245.016 • • 1237.794 TANGENT IS 63.130` - TANGENT = • s 16.898 42 28.•331 76 ..52 7 43.477 1106.127 1106.129 2b0.028 200.032 AREA = 31785. -SO FT 1 0.73 ACRES) 1. / 1, 1.526_ 42 :487 166.151 69.287 98.269 1117.576 1117.579 1545.940 1545.946 • ARE = 31889. I 0.73 ACRES • • • 1 12' N 45 53 35E 133.330- 92.798 95.737 •,, ' 1 S_64 -59 2E ... 236:•91 1004183 214.685 „ 1 .12 S 25 0.58W . 35:070 31.780 , 14.830 - 1. 12 N 64 59' 2W . 1470.000e 621:624 - 1332:098 1 ' 12 4_60__41 1E _1410.000'. • 720032' • 1281..526 ,' •CURVE: DELTA = 419 1 RADIUS = 1470.000 - LENGTH =. 110.757 TANGENT,, = 55.401 1 12 N 60.40 1W .. 281.050 137.682 245.016 852.104 852.095 • '1591.948'. '1591:943 AREA = 35369.-SO FT ( 0.81 ACRES) ' 1 13 N 45 53 35E . 98.1-50 68.312 1' 13 S 89 16 42E . 182.200,. 2.295 1 13 N 89 16 42W . 405.090• 5.102 • A 13 S 64 59 2E. 405.090- 171.302' •CURVE: DELTA = 24:17 40- RADIUS = 405.090 LENGTH = 171.765 • 1 13 ^N,,,64_5.9_2W .236.930 • '100. - ' 70.476 182.186 367.088 TANGENT = 405.058__ v 87.193 • 2.1-4..685- 173.598 ` 173.597', 619.749 619.743 AREA = 21079E_4O_F_T_(_0. "62_ACRES -1� 2 CL N 86 18 44W 207.160. 1 13.324 206.731 2 CL N 44 57 1.7E '39-.9.15 28.2.46 _28.202 2 CL N 3 0.22W. - 599.900 599.075 .. 31.460 2 CL 5 86 59 38W . . 133.070 6.979 132.887 2 CL 44W 228.A60- 170.942 151::568......--, 2 CL N 41 33 44W 1525.710' 1141.591" ..1012.206 .. .-. 2 CL S 49 '3 44E 1525.710 ' 499.705' 1152.554 . .- .CURVE: DELTA = 7 30- 0 RADIUS = 1525.710 LENGTH = ,199.715 TANGENT = 100.00.0. 2 CL N 40.56 16E._ 180.000.•_ .135.976 . 11'7..943 . 2 CL' S 49 3 44E. _. 835.620. 547.531 . 631.245 „ •• 2 CL N 40-48 44W 835.620. • 632.444 - _ 546.. 10 •CURVE: DELTA = 8 15 0- _RADIUS = 835.620• LENGTH a 120.321 TANGENT = 60.264 2 CL S 49 11 16N , 395.720 . 258.636 299.503 2 CL N 83 29 38E 395.72 ' 44-R39 2 4 2 ,_1.7.1 - . •CURVE: DELTA = 34 22 , RADIUS = 395.720' LENGTH = 236.939 TANGENT =' 122.141 2 CL- S 6 30 285.430- ..32..551 2 CL S 83 29_38.W _1963..820_ _. , 222,..5.1° 19.51..173 -„ ' CL N 86 59 38E .1963.820• 102.988 ' 1961.118 •CURVE: DELTA = 3'30- 0•. RADIUS = 1963.820- LENGTH m 119.963 TANGENT = 60.000- ..;. 2 _____C.L_S- •_._3__0 41 "5...00.0 • 414:429 21..764 ' . 2 CL. S 86 59 18W 649.710• 34:073 648.816 2' CL' S 81 8 7E . 649.710 - - '100.122 -" 641.949 •CIIRVE_DELTA =' 11 52 15 RADIUS = 6.4%.7.10. LENGTH m 134...610. TANGENT = 67..54.7" . 2869.424 2869.422 4980.498 4980.490 "REA = 274 SO_F_T-1_6.31_AC ) 2 SL N 3" 0 -22W.. . 599.900 • 599.075 31.460 - 7 SL 86 59 38N.: . 13 • s.979 132.887_,.. 2 SL N 41 33 44W . . 198.460 - 148.495 131.665. , -. 2 SL N 41 33 ' 44W • . 1555.710i 1164.038 ' . , 1 - ci c 1 9 _ _3 - -44E Y a 10 11.7.5 - .• 1 . 5 . 5 . 5 -.710 ,,....,,. . - CURVE: DELTA = ' 7 0 RADIUS 1555.710 LENGTH m .203:642 'TANGENT ,. 101. 2 •51 N 40 56 16E 180.000- 135.976 117.943 2 SL S 49 3 44E 80 " 5.620 527.874 608.583 2 SL N 44 44 49W 805.620 572.170 +CURVE: 'DELTA = 418 55 RADIUS = 805.620- LENGTH = 60.676 2 S __.,5 44 4.4 49E 20.000 14. 2 ' "SL N 57 48 47E 20.000 10.654 " ' +CURVE: DELTA = 102'33 36 RADIUS = 20.000- LENGTH = 35.800 7 cl____,S 57_40_47 W 365.72n 194.813 2 SL , N 83 29 38E 365. ' 41:439" +CURVE: DELTA = ,25 40 51 RADIUS = 365.720- LENGTH = 163.921 2„_ 51____5__6_30. 287.280 285.430 2 SL, S 83 29 38W 1933.820. ' 219.120• 1931.159 _or 1 t'VE: ; _.DELTA =.. _3_30_0_RAD-IUS = ..1933.820_LENGTH�_118.130? TANGENT = .2, SL .5 3 . 0 22E . 415.000 - 414.429 .. . .21.764 2 SL , 86 59 38W , 619.710 32.499.. . ' 2' S.L_, _S_A5_29_IX_E 61 - 48.751 617.789 +CURVE: DELTA = :,,. , 7 31' 5 RADIUS" = 619.710 •' LENGTH = . "81315,,,.,.-..TANGENT. _ 2. " SL , N, 85 29 17W _ 20000 - 1.573 SL C_ 3 4.1 16W • '20.000 ' • "' 19.959 . +CURVE: DELTA' = 89 10 33 RADIUS = 20.000- LENGTH = 31.1-28..,.,TANGENT = 2 SL N 86 18 44W 133.420 8.582 • 2 SL ,N 86 59 38E . 1933.820 - 101:415 2 1"- 5 86 59 38W 133.070 2 , 1` N 41 33 44W. , 198.460 148.495 2 1 N_.4.1_33_44111 555.710 - 1.164..03.8 2 1. S 45.14 43E 1 555.710• ' - CURVE: OELTA = 3 40 59 . ...RADIUS = 1555.710 7 1' c 44 14 eaE 271..59^ 2 1 S 2 51 56W . ,19.020 2783.416 2783.419 4899.377 - 4899.364 AREA = 220184. -SO FT 1 5.05 ACRES) • ' 1095.334 ' 1104.752 - - LENGTH = ' "100.003 TANGENT. = 191..2.19 192..863 "18.996 6.979 567.138 TANGENT = 30.352 14.080 16.926 TANGENT = 24.946 309.514 363.365 TANGENT = 83.361 32.55' 1921.366 • 59.084 • 618._857 40:716 19.938 1 :286 " 19.714 133.444 132.887 " 131.665 10.32. ::109__,_ 50.019 0 ::951 1 12 :533 13.12.5.28"' "1297.616 '1297.:612_ AREA = 26424. SQ.FT I 0.61 ACRES) - 2 2 N 45 14 43W 27.590• 191.219 192.163 1 , 2 2 N. 45 14 43W... 1555.710 • 1095.334. 1104.752 • -.,. 2 • 2 S. 48 55 41E. 1555.710• 1022.111 117.2.827 . - "RYE: = 3 40 5 = 1555.710 LENGTH = 99.996 TANGENT = 50.01-5 2 2 S 48 55 41E .. 175.430. 115.259 132 254 2 2 S '2 51 56W , ,149.370- -, 149.183 7.467 1286.553 1286.553 " "1305.081 1305.083 AREA = 2381 1. -SQ FT I 0.55 ACRES) 2 3 N 48 55 41W 175,.430• 115.259 . 2 3 N .40 55 44W . '1555 ".710: 1022.111 - 2 3 S 49 3 44E 1555.710 . 1,019 • ..3.621.175.2.17 - CURVE: DELTA = . 8 3 . RADIUS 7 1555.710• LENGTH = '3.643 TANGENT 's , 2 . 3 N 40 •56 16E .105 :000. , " " .79.319 ... 68:800 : r ' 7 7 S 9 ' a -4E 90 nn^ 58 :972 6 2 3 S '2 51 56W 138.530• 138.357 ' .132.254 1172.827 1.821 . .. 6.925 1?1A 689 1216.690 4312.005 • 1312.006 AREA • 14437. -SO FT I 0.33 ACRES) 2 4 N 49 3 44W 90.000 58.9.72 2 4 N'40-56 16E . 75.000- 56.657 2 , 4. S 49 3 44E 805.620 • 527.874 ' 2 4 N 44 44 49W 805.620 572.170 +CURVE: DELTA.= 4 18 55 - RADIUS '805.620 LENGTH . = "" 60.676 2 4 5 44 44 49E - 20.000• 14.204 ,. - 2 • ' ' 4 N_57 43_471 ;-_-_20:.0.00 - 10.65.4 - +CURVE: DELTA = 102 -33 36 RADIUS = 20.000 LENGTH = 35.800 , 2 4 S 57 48 47W • 365 :720 - _194.813 194.813 2" t 11_8:1_27._28E_ _365..720 54.323 - +CURVE: DELTA = 23 38 41• RADIUS =' 365.720- LENGTH = 150'.925 2 4 S 81 27 28W 106.940' 15.885 2 5 S 83 29 38W 128.950• 2 5• N 2.51 56E 134.160 '133.992 2 5 N 81 27 28E__-_106.940- 15.88 2 5 S 81 27 28W 365.720- ,, - .54,.323 - . 361."663 2 ' 5 - N 83 29 365.120 -' 41 :439, " 363.365 +CURVE: DELTA = '. 2 2 10' RADIUS = ' LENGTH = 12.997 TANGENT = 6.499 . 2 5 5 6 30 22E 123.180- 122.387 13.957 _.. 2. 6 N 2 51 56E 121.620' 121.468 2 6 N.83 29- 38E.. 128.950- 14.611 2 6 5 . 6 30-22E , ,• 120.000 2 6 S 83 29 36W 148.760' 2 2 2 752.775 752.776 1050.394 - 1050.394 . AREA = 17513. S0 FT ( 0.40-ACRES) 8 5 ''3 `0 22E 82 :770 8 S 86 59 38W 160.000 - 8 N 3 0-220 184:900- ,184 :.646 8 S 60-27 20E 189.820.' R4_ A46 .,14.611 6Z :988_, 49 :143 608.583 •- 567._138 -. 30.352 .,•.. TANGENT.= 1,4.080.- 1,6..926 . • , , TANGENT =' 36.1.663 - TANGENT = 76 105.754 128: 120 ' 6.707 105.75.4 24 :946 309.514 „ '191.316' 191.321 '489.'83 489.782 . AREA '15826.•50 FT 1 0.36 ACRES) 6.080 ' 128.120, 119.227 13.597 16 :856 14.7_:.802 136.079 136.083 147.797 147'.802 "REA = 16662._50_F_T 1 0.-38_ACRES-) • 2 7 N 60-27 20W. 184.820: ',93.600 165.138 2 7 N '2 51 56E 51.1.40 51.076 '2.337 2 7 N 83 29.38E, . 148.760- 16.856 . . - 147 :802 2 7 S 6 3D -22E .. 44.100. 43.816 4.997 ' 2 7 S_83 29 38W 1933.820H 219...12.0 19.21066_„_ 2 7 N 86 59 38E_ ..1933.820 - - 101.415 - -" 1931 :'1"59 .. ,. . +CURVE: DELTA = 3 30' 0,' ..RADIUS = 1933.820-_ LENGTH."= 118.130- .TANGENT.. • 59.084 262.947 262.936 2086.514 ' 2086.504 AREA = • 16550.-50 FT 1 0.38 ACRES) ' 82.656 8.391 93.600 1R4_647 " -4.341 . 165.138 159.780.: .. 9...697 169.479 169.476 n t LOTS 9,10&11_,EILOCK_2_ARE_JOENTICAL . _ 2 9 S 86 59 38W 160:000! 8.391 159.780' 2 9 N 3 0-22W 10000 , 99:862 2 .9 N 86 59 38E 160 ,:. 8.391 . 159.780 .. 2 9 S 3 0,22E 100,00, - 99.862 ' 5•744 2 12 . N 3 3-22W 115.000- 114.842 2 12 N 86_59_18F 160.000- 8.391 2 12 S 3, D 22E 32.230. . 32.186 2 12 S 86 59 38W 619:710 _12.499 , ' 2_ ' 12 S_35_29_1TE 619,110- - ' 4.8.151" _+CURVE: DELTA = 7 31 5 RADIUS =. 619.710 LENGTH . 81.315 2 . 12 N 85 29'17W 20.000: ... 1.571 ' _2 ' 12 S 3_41_16M__I__20..000 ' , ' 19:95_9 +CURVE: DELTA = 89 10'33 RADIUS = 20.000- LENGTH = 31.128 .2 12 N 86 18 44W 133.420: 8:582: ' • • AREA = ' 21414. SO FT ( 0.49 ACRES) 108.253 108.253 165.024 165.024 AREA = 16000. SO FT( 0.37 ACRES) 159:780 - 1:690 617.789 TANGENT = ,TANGENT = 6.031 : 618.857 , . 40.716 19.938, -, 19.714 133.144 -- . 133.387 133.394 ' 779:460 .1- ' 779.256' , AREA • 19544. -SO FT ( 0.45 ACRES) . 2489.173 2489.178 3610.943 '3610.938 AREA = 341290. SO FT (' 7.83 ACRES) , 3 CL N 3 '0 50.000 49.931 „.. . 2.622 -. . • Cl. S 86 59 38W. 19631820- 102.988 - ' 1961.118 -- .3' CL N 83 29 38E 1963.820: : /22.519 '''' 1951,171 -CURVE: DELTA = 3 0- RADIUS 1963.820 LENGTH = 119.963 TANGENT:. 60.000 ., 3 . CL N 6 30-22W . 287.280L 285.430: 32.551: . 3 CL' S 83 29 3.8W t 395.729' . 44•83e 393,171 ..- .-, 3 CL ' N 49 1 11 66 395.720- 258.636 ' . 299:503- .. _ 4 , . , • „.. , -CURVE: DELTA = 34 18 22 .RA , DIUS =. 395.720' LENGTH 45 '236.939 'TANGENT =. 122.141" ,. 3 rL S 4n-48 44E 835.670- 632.444 546.146 3 CL N 19 33 44W. 835.620. ' '787.387 ' ,.., 279.791 +CURVE: DELTA = 21 15 0 _RADIUS = 835.620 'LENGTH = 309.917 TANGENT = 156.759 3._____XL_S_19,33_4_4E 585,310 - ' 55,1.5.8.2 196.004 - 3 CL N 2 19 '5W, 585.370 ' 584.891 . 23.676 -. • _ •CURVE: DELTA = 17 14 39., RADIUS = LENGTH = 176.177 TANGENT = '88.760. -- 3 CL N 87 40 3098 7.6..527 • 3 CL N 2 19 5W 227.320- 227.134 9.194 3 CL $ 18 39 33E. 227.320- 215:372 72:728: • • - - -"RYE; DELTA = 16_20_28 RAMS = 227.320 LENGTH =. 64.833 TANGENT = - 32:638 . 3 CL S 76 37 31W , 462.420 , 106.966 -, v 44 .8 8 • 3 CL. S 77 37,59E 462.420- ' 99.037 451.690'2 • " +r DE,LIA'= 25 44 30- RADIO * 462.420 LENGTH = '207.754 TANGENT = 105:661 • -- 3 CL S 12 22 415.900- 406.249 . • .89.074 -, - , . , 3 . .CL . N 77 37.59W 327.530 70.-148 ....,.. 319.930 -. -- ' - ..e: S 3_ 0-22E ' 327,,,430 ' ' ' 327.079 ' 17.176' +CURVE: DELTA 7 7437 37 ' RADIUS = - 327.530• LENGTH 0 "426.603 TANGENT = 249:633, ..„. ..„ _ 3 CL S 86 59 38W . 50.000- .“ • 2622 • T: 49.931 . . . 3 . SL. N 3, 0-22W 20 ..:, .,...... 19.972 , 3 SL 5 86 59 38W 20.000 .. 1.049 19:972' ;UR.VE:- DELTA_ =.90= 0: -0-- RADIUS - 20.000= LENG.T.H -= ' 31':.416 TANGENT 20.000- a CI ▪ C URVE: DELTA 3 SL +CURVE: DELTA 3 SL GI +CURVE: DELTA 3 SL 3 SL S 86 59 38W 1993.820 . 3 51 N 83 29 38E ,'1993.820• 225.918 - r " "RVE:,DELTA = 3_30 • 0 RADIUS = 1.993.820 i LENGTH 3 51 N 6 33 22W 287.280 285.430 . 3 ,51 5 83 29 38W _ .425.720 t.5 4 _...._425..720 - 239.225_._ = 27 41 '' 0 '" RADIUS = 425. • LENGTH N 55 48 38E .. 207000 - 11.239 r' 1 .7_22_5_0W 20.000 15.892 . = 86 48 32 RADIUS = 20.000' LENGTH $ 37 22 50E 805.620 N_19 33 44W_._805.620 759.118 = 17 49 • 6 RADIUS = 805.620• LENGTH S 19 33 44E ... 555.370 3 '' 51 N 2 19 5W 555._370- 554.916 +CURVE: DELTA = 17 14 39 . RADIUS = 555.370,• LENGTH = .. 167.148 3. SL N 87. 40 -55E.. 76.590'• "'3`:098'' 3 SL N_2_19_5 257.320 25.7...1 :6 3 SL S 6 44 56E ' 257 :320_ • 255:537 - CURVE: DELTA = 4 '25 51 . RADIU,S' = ';257.320 - LENGTH' =, ' 19.899 3' 51 S 6 44_5.6E 20'.000 • 19 - " 3 SL N 83 27 55E ',20.000 2.276 +CURVE:-DELTA = ,90.12 20.000 . RADIUS 20.00 LENGTH =' '31.491 3_SL. 5_8327 5 432.420 69.212 3 - 51 ' . 5 77 37 59E ". 432. ' 92.612 +CURVE: DELTA = 18 54 6. RADIUS 432.420- LENGTH =' 142'.654 3 SL 5 12 22' 1W 3 1 S 70 56 . I7W ✓ ..- 120.000' 39.191 3 1' S 70 56 17W 425.720 . 139.036 3 1 N 55 4838E, „425.720• 239.225 - CURVE: DELTA = , 7' 39 .. RADIUS = '425.720' LEN GTH = 112.401 3 1_N__55 4 ,38E__,_ - , 11.239 3 1 , N 37 22 50W..., 20.000- 15.892 +CURVE: DELTA = 86'4832 _:RADIUS = 20.000- LENGTH 3 1 5 37 22 50E ' 805.620 3 1 ' N 28 50 -46W. 805.620 • 705.658 +CURVE: DELTA = B 32 4 _RADIUS = 805.620 LENGTH = 120.000- 3 1 5 20 57 12E 164.500 '' 153.622 3 3 3 ' 972.014 "PEA 3 2 5 70-56 17W , 85.000 3 2 N 20 •5.7 12W .. _ 164 . .500 153.622 104.561' 1 :076 1980.979 121._796 TANGENT 32.551' .. 422.978 48.238 = 205.693 _ '30.302 640.162 = 250 :539 523.313 ' 30 :302 640..162 - 352::1.49 TANGENT. ft .16.544 TANGENT =, 489.097 TANGENT 185.155.. ,TANGENT 76.527 ,30.240 TANGENT 2.350- ...19.870 - ,TANGENT 422.386 .TANGENT _ 71.981 ' .. 290.626 226._768_.___ 2437.917 '2437.916 3591.700' 3591.697 AREA = 271813. S0 FT ( 6.24 ACRES)__ 415.900 - . 406.249 3, 51 .N 77 37 59W.....- 297.530- 63.723 ' 3 SL 5 3 '0-22E .. 297.530- 297.121 . 15.603.. +CURVE? O.ELTA = 74 37 37 RAD-IU.S = 297 530 LENGTH m '387..52.9 TANGENT = 352. 149,, ,TANGENT = TANGENT 489.097 .TANGENT 5.8..826 : 27.760 - 2 S 28 50 .46E 805.620 - 705.658 386.678.,.,, 2 N 21 44 3W .805.620 ' 748.350 D ELTA = 7 6 43 = 805.620 - LENGTH = 99.999 .TANGENT = 2 S 16 8 58E 175.480 -!. : . ,.168 555 ..48.809 901.972 901.973 437.487 104.895 12 ..142_7.,... 18.916 _ 269.746 . 126.289 2 463_ , 8 10.40 8- 9.955 20'.075 429.-61.1_ 113.420- 402...37.6_,,., 56.529 , 12.142. 18.916 388.678 60.111 • 972.011 916.616 916.616 18665.- SO_F_T (__0._43_ACRES-1_ 80.339, ..., 5.8..826_ 298.322 50.064_.= 437.487 fl A 3 c -n 5a 1`4 85.E" 27.760 80:339 3, 3 N 16 8 58W 175.480 7. 168.555 48.809 3 3 S 21 44 3E 805. 620 • „ _ 748.350 298.322 A 3 9_19_33._49 805.620 759.11E 2 - +CURVE: DELTA = 2 10 •19 RADIUS =. , B . 05.620 • . LENGTH =p 30.539 TANGENT = 15.271 3.. 3 5 19 33 44E 555.370,x.,, . • - 523.313. 185.955 3 3 N 12 23 45 555.310- 54 119.218 +CURVE:. DELTA = , 7 9 59 RADIUS 555.3 • .LENGTH.= " 69.464 TANGENT, = 34.777 3- 3 . 5 11 12 51E 174.000- 4 170.678 33:839 3 4 5 70.56 17W . 75.160 24.547 3 4 N 11 12 51W - .,174.000•- .. 170.678 1 F S 17 23 45F 555:37 3. 6 N '2 59 29E 62 :870 - 9 . 62 :784 ' '= 42.568' 3 6 5 77 37 59E .,100.000• 3 6 S 12 22 1W 130.000. 1 6 N 77_37 59W - "43.0" AREA = 15748. 50 FT l 0.36 ACRESI 1470.097 1470.101 518.115` 518.112 AREA = 16227: 50 FT l 0.37 ACRES) ' 542.42.3 119.218 , ' 3 4 N '2 19 5W . 555 :370 • , 554.916 +CURVE: DELTA =„ 10-440 • . ,.RADIUS . =• ,555.370 ' LENGTH = 97.684 ,T,ANGEN.T,.,= 3 4 N 87 40-.55E 2:320- 0.094 7..318 3 4 S 2 5 46E. 158.820. 158.714 5'.809,. "5 687 725.683 127_.345 ' 127.341 ' AREA = 14527. SO FT l 0.33 ACRES) 3 '5 N J 5 ' r,I :49.820•. 158.714 3 5 N 87 40 -55E , ,.74.270 • 3.004 3 5 N 2 19 . 5W 257.320• 257.109 A 5 c a 44 . '257.320 •' 255.5_17 -CURVE: DELTA = 4 25 51 . .RAD _. 257.320 LENGTH = 19.899 3 5 S 6 44 56E 20.000 19.861 3 . 5 N 93 27 55E 20.000- 2.276 +CURVE: DELTA = 90 12 :51 RADIUS a - 20.000 LENGTH = 31 :491 . 3 , 5 , S 83 27 55W. . 432.420- 49.212 3 5 _S 77 37 59E .432.42 ^• 41.612 +CURVE: DELTA = 18 54 6 RADIUS = 432.420 LENGTH = 142.654 3 5 S 12 22 1W 25.900 25.299 21.417 126.983 148.396 148.401 AREA = 23361. 74.209 30. TANGENT= 2.350. 19 0 7011 TANGENT 'a 422.386. TANGENT. _ 5.547 ... 3 5 N 77 37 59W . t00.000 • 21.417 97.680- .., 442.520" 442.521 ' 549.056 549.054 AREA = 19307. -50 FT'( 0.44 ACRES) . 3 :.281 123:.193 97.680- 224.153 -SO FT 1. 71:039 , ._._ 33.83.9 22.463 48.968 5.809 10.468 9.955. .- 20 ".075 429.611 71.981 224.154 0.J54 ACRES) 27: 842 .- 196.316__ 3 • 7 . N '2 59'29E . •121.620- - .121.454 .6.347- , 3 7 5 7 37 59E 200.980 43.0.44 196..3.16 3 7 S 12 22 114 .. 120.000 117.216. 25.701 3 ' 7 N 77 37 59M.. 181.170 - • 38'.802 176'.966 160.256• 160.260• 202.663 202.667 AREA = 22929. 50 FT 1 0.53 ACRES 3 8 14 2 59 29E 121.620 121.454 6.347 3 8 . S 77 37 59E . 181.170• 38.802 176.966 3 8 S 12 22 iM 120'.000 • 117..216 2 :.70:1 -_._. 3 8 N 77 37 59W 161.350 34.557 157.606 ' • -. • - . 156.01.1 ' 15.6..0.1.7 " 183.313 183.30.7 . AREA S . . .20552.'-S0 FT.( 0.47 ACRESI V ^ ' ' '. 59_29E 142.700 142.506 . 7:_447 • 3 9 5 77.37 59E . 161.350- 34.557 157.606 3 9 5 12 22 1M 20.000 . 19.536,.,.... "4.283 3 9 N 77 37_59M 297.530 63.723 290..626_,.,. ' 3: '9 5 40 28 56E 297.530 226.304 ' 193.160- . • ''' +CURVE DELTA = 37 9 3.. .RADIUS 297..530? 'LENGTH = 192.920 TANGENT = ..99.988 ... 3 9 N 40 28 56W 97 51n . ' - 74, 167 _ ___ ,. 280.395 280.396 358.213 358.214 "REA = 23469. SQ F_T ( 3 10 S 40 28 56E , 97.510 • " 74.167 63.305 . R In • _4.0428_56 291.530 - _ 226..304 193..160. . 3 10 - „5 3 0 22E 297.530 - 297.121 ' 15.'603 +CURVE: DELTA = 37'28 34 RADIUS = 297.530• LENGTH = 194.609 ,.TANGENT = 100.929 3 10 14 1 DJ22N . 20 '000 - 19.912 1. :.049__..._ . 10 -. S 86 59 38M , 20.000 " i. . . 3 19..972. +CURVE: DELTA = 90- 0. 0 RADIUS = 20.000• LENGTH = 1 31 :416 ,TANGENT = 20:000:'.,.... 3 10- 5 86 59_38M 1993:820- 104..5.61 1991.076 , 3 10 - N 83 49 58E_.. 1993..820 - 214.198 1982.281, , - CURVE: DELTA = 3 9 40- .....RADIUS..= 1993.820 LENGTH =.,;110.003 TANGENT = 55.015 1 ' ^ • 14 83 29 38E 145.-00.0. ` - 16._43.0 • 1.4_4..:066 -- 476.904 476.897 2205.255 2205.258 AREA = 21480. -S0 FT (._•_0 ACRES) ' • 3 11 S 83 29 38M .. 145.000 ;r ,. 16.430.•: 144.066 1 3 11 5 83 49 58M ' 1993.820 214..L9.8 19 • 3 11 14 83 29 • 38E, 1993.820::- ' '225.918' 1980: . i.., - CURVE: DELTA = , 0 20 -20 RADIUS = 1993.820 "LENGTH = 11.793 ...T,ANGENT , 5.896 3 11 N 6 30_12214 . 87.28 - 86.71.8 0,..890 3 11 . N 83 29 38E • 161 :540 ' 18.304 16.0,.500 - 3 11 S 2 59 29N„ 100.450 100.313 ,, ,:5.242' .. 330.940:' 330.941 N ' 214f.479 2141.479 • AREA = 15183. -SO FT 1 0. ACRES . 3 12 S 83 29 38W 161.540 18.304,.„ 3 12 N 6 30-22W 100..000' 99 :356 1 12 _.M 83_29 38E 178;270J 20.200- 3. , 12 S 2 59 29W ' 101.,390 • , ; 101.252. ,. 177.122 .,.,..160: 50.0' • 11.331 5.291 - ,,, _1.19.556 119.556 '177.122 177.122 AREA = 16991. SO FT 1 0:39 ACRES) 3 13 S 83 '29 38W 1.78. 20. :2,0 • 171.122 ,., 3 13 N 6 35 22W 100.000• 99.356 11.131 .... 3 13 N 83 29 38E 195.000• 22.095. „ 193.744 1 1 _59 29 )1 101.390 " • 101:252 . . 5.291 " -.. 121.451 121.452'•' 1 - 143:744 AREA = 1.8664.._SO_F_T t�0,._43_ACRES -)_ ' 3 14 S 83'29 38W 195.000 22.095 193.744 3 14 S 83 29 38W 425.77" • 48.2.38 . 422.9.7_8 3 14 N 70.56 17E 425.720.;' 139.036 402..376 ._ - CURVE: DELTA = 12 33 21 . ' RADIUS = ,425.,720 - - ,LENGTH . , 93.293 : TANGENT, = . 46.834 3 14 N 70.56_17E 2 34.820- 76.690. .221.944 3 14 S 2 59 29W 145.590 145.392 ' 7.598:' 715.77h 715.775 ' 674_1711 h :_320: AREA = 24708. SC FT t 0.57 ACRES) 4 CL N 28 55 22W, 28 760 - 25 -173 1 7.969 7 ..... . .4 CL N 61 4 38E 251.180•, 121.478 . .219.851, 4 " CL N 75 30.22W 251.180 • - , • 62.865 243.186 .-. +CURVE: DELTD = 43 25 0.- RADIUS = 251.180: LENGTH = 190.335 TANGENT = . 99.999_ 4 CL N 14 29 38E..,. 270.000 261.407 ..41,',575 - 4 CL N 75 30 22W,.,..,, 649.710 - . 162:607 • 629.033 4 C,L N_86_59_3.8E 649.710 • ' `34.073 648..816 " • - CURVE: DELTA = 17 30 0..=...RADIUS' _`; 649.710' LENGTH 198.442 TANGENT.= 100.000 . 4 "CL N 3 '0.22W 365.000- 364.498 19.141'. 4__ ri I 86_51_38.E 50._000 • '2.622 49.931 4 CL N 3 0 -22W . 327.530 .327.079 4....a -' 17.176 .,• ' 4 • CL S 77 37 59E., 327.,530 • - , . 70.148 319;.930,,,, , - rURVE: DELTA 2 74 37 37. RADIUS 327.530T- LENGTH = 426.603 TANGENT 249_.633, ..., , 4 CL N 12.22 '1E 415.900. 406.249 89.074 4 CL .1.1 77 37 59W 462.420 , 99.037 • " 451.690 4 CL N 76_37 3.1E 462.420 • ' 106.961 " 449.878 - CURVE: DELTA.. 25 44 30- RADIUS = 462.420' LENGTH a 207.754 TANGENT = 105.661 4 . CL N 18 39 33W 2271.320. 215.312 72.728 • e ri , _ .S 57 21_21E 227.170 ' ._ 122.,621 ` , _191.412 -CURVE: DELTA = 38 41 48 RADIUS' =. 227.320' LENGTH = 153.528.' TANGENT : '= 79.822' 4 . CL N 57 21 '21W 1500:000 809.130• ,,,.' ,,,.,, „ , 1263.055 4 ' CL ,S 64 59 2E 1500.000• ` ° '634.310' .. 1359:'283' - CURVE: DELTA = 7 37 41 RADIUS, = "1500.000: LENGTH =. 199.702 TANGENT = . 99.999 4 CL N 25 0.58E. 35;'070: , 31.780 ' , 14.830: '- • ri 1' h4 2W '435490• 183.988 ' " 194.274 4 ' CL S 89 16,..42E 435.090- ' - - '5.480 43555.,, , • ,...,,.. ". . -CURVE: DELTA = 24 40.- RADIUS = 435.090'• LEN .0 LENGTH = 184.486 • TANGENT = 93.650• , 4 CL _S 49 16 42E 373.050 .4_699 . 373_020 4. CL. 533 1 .698.460: ' 585:627 4 CL $ 12 22 1W 558.860 . 545.892 13-18-42! 294.940. 284;194 CL. S 64 58 44W_..., 269.490'- CL $ 7 56 30W . 656.970. CL S 47 11 30W_____289.450- 650;669 1 • .90;770' . 196.695 , 3214.325 3216.316 4218.656 4218.650 AREA = 6341342.-S0 FT 14.57_ACRESJ____ 4 SL N 28 55 22W 21:340. 18.678 4 SL N 61 4 221.180..a-_-_7106.969 _ 4 SL N 75 33 22W 221.180. 55.356 +CURVE: DELTA = 43 25 O. RADIUS= 221.180. LENGTH = 167.602 4 SL N 1429' 270.000 261.407 , 4 SL .N 75 30 -22W 679.710 170;116 . 4 SL N 86 59 38E, 679.710 35.646 -rURVEL_DELTA_s__1.730C S_ RADIU_":___619.110_2__LENGTH a 207.605 4 SL N 3 0 22W 314.990- 314557 4 SL N 86 59 38E..,,.. 20.00D- 1.649 0_ , 4 SL N 3 22W 20.000 19.972 •CURVE: DELTA = 90 0 0 RADIUS = 20.000 LENGTH = 31.416 4 SL N 3 0.22W_ 357.530- 357.038 4 SL S 77 37 59E 351.530 76.5/3 -CURVE: DELTA = 74 37 37 RADIUS = 3 ' LENGTH c 465.678 4 SL N 12 22 1E 415.900- 406:249 '4 SLN_7_ _737_59W 492;420: 105.463' 4 SL N 81 20.57E 492.420 " '74.066 -CURVE: DELTA = 21' 1 4 RADIUS '3, 492.420, ' LENGTH = 180.634 r cl N_81-20_5TE_______20.000 1 3.008 21_55_22M____ 21:34.0' 4 i 13:678 1. N 61 4 38E_. „.221.180 :106:969 4 .356 . : :1 . ,N 75 30/22W . .221.180, ' 58 +CURVE4,_DELTA = 43_25„.....02-.RACCTUS = 221../..8.9:„LLENAt4 a' 16.7...6q2 4 '1. N 14 29 38E 80.000 :17;454,:.::'V 4 1 S 75 30-22E 211:420.. 52.914 . 4 1 5 7 56 30W 30.140 . 29.851 -193./98, TANGENT = 67.575 678./75 TANGENT = 19.972 a. . TANGENT = 349.234 TANGENT a 89.074 486.818 TANGENT = 19•172 4 SL N 27 49 25W 20.000 '17.688 +CURVE: DELTA • 70 49 38 RADIUS 0 , 20.000 'LENGTH = 24.723 TANGENT = 4 SI N 2' 19 25W 257 320 4 SL S 57 21.21E 257.320 227.571 138.804 216.673 -CURVE: DELTA • 29 31 56 RADIUS n 257.320 LENGTH c 132.632 TANGENT = 4 SL N 57 21._21A„1530.000- 825;813 4 SL S 64 59 2E _1530.000. 646:996 1386.469 -CURVE: DELTA = 7 37 41 ' RADIUS = 1530.000 ' LENGTH a 203.696 TANGENT , e SL N 25 0 5BE 35.070- 31.180- 4 14.810. 4 SL N 64 59 2W 465.090- 196.674 4 SL $ 89 16 42E 465.090. 5.858 465053 -rITVEI_DELTA_.,..__24 17_40___RADIUS_i__465.090. LENGTH = 197,207___ TANGENT 0 4 SL S 89 16 42E. 343.050- 4.321 343 4 SL 5 33 1 22W„ 698.460 4 SL 5 12 22 1W 558.860 585.627 545.892 i 4 SL S 13 13 42W 291.940 284:194 4 SL S 64 58 44W _ 269.490- 113.981 . 4 SL S 7 56 30W_______656.970 650.669 175.697 4 SL $ 47 11 „... 258.550 380:1o41 119:692 '6;80:5- 10:321: 214.141 -- 88.055 -. . . 658.078 . . 16.519 1;049 20;000- - 18.750. / 272.498 91.344 3'4.220 67 101.999 421.459 - 380.641 119. 66864 244:199 0 621/0_L-- 189:6M)t I . _3228;60t___3228.66 4330;861 4330354,lil AREA = 553627. SO FT 12.71 ACRES) ,193.593 , 214:141::. = 20022' 204;691 4.164 . 4 4 4 1 S 47 11 30W 2 _ .N 75_30_22W_ 211.420 2 , N 14 29 38E . 150.000 2 S 75 30.22E 194.200 2 5 7 56 30.W 150..9.80- 4 . 3 N 75 30 22W 1 1 N 29 38E . 4 3 N. 75 30-22W. • 4 3 5.83 18 44E -r IIRVEe DELTA = 7 48 22 4 3 5 83 18 44E 184.140- 4 3 S 7 56 30W 258.550 158.370 40.000 679.710• RADIUS = •'6 4 5 5. 86 59 381'.. . 205.990' 4 5 N 3. D .22W. 135.'.000. , 134:814 • 4 5 N, 86 59 38E 232.100. 12.172 F S 7 56 10W 137.510 175.697 189.680 258.45 258.462 , . 4 ' 418:306 AREA = 34008. S0 FT.(' 0.78 ACRES) 52.91.4 2 - 145.226 ... 37.542 48:604 . .188.019 . 149:5.3.2 " 20 :;860_,_.,. 198.140 198.136 225:561. ' ' 225:552 ' Afar = 2 n422: -50 FT 1 0. -70 - ACRES) 48.604 ... 188.019 11' .011 . _,, . 658.078 194.200 0 38.72" 170.116 79.158 675.085 TANGENT = 182.887 „ 79.710 - LENGTH = 92:605 21.445 156.851 r , 21:881 257.446' 257.454 • 867.983 • 867.978 AREA = 27202. SQ FT ( 0.62 ACRES) ' 4 4 N. 83 18 44W . 184.140 , 21:445 • 182.'887 0 ' 4 4 N 83 1B 44W 679.710 79.158 675.085 1 I N 86_59 3.8.E 679.71 - 35 646 6"8.775 - CURVE: DELTA = 9.41 38` RADIUS= '679.710 LENGTH at 115.000- TANGENT a 57."638 4 4 N, 3 0 "'22W.. 31.250 , 31.207 .... • 1.639 . 4 - 4 N 66 59 '48P 2 05 :99.0"• ' 1^ R03 " ' 205.707 4 4 S' 7 56 30W 179.980 • 178:254 24867" 176.259 178.254 884.481, 884.478 AREA = 31236. S0 FT (' 0.72 ACRES) 10.803 13'61191 231..781 146.986 14 "6.994 231.781 ' 231.785 AREA = �9571.�50 10.68 ACRES 4 6 5 86 59 38W . 160.000- 8.391 1 6 N 3 0 2211 148.740 ' 148 4 .6 N 86 59 38E 20.000- 1.049 4 6 N 3 D -22W '20.000 19.972 +CURVE :DELTA = 90 , 0_0 RADIUS = 20.000 - LENGTH = ' 31.416 4 6 N 3 0 :221i . 357:530 357.038 . ` 4 6 5 20.38 3E 357.530 - 334.594 - CURVE: DELTA _ _ _ 17L37 41 RADIUS = ' 357.530 - LENGTH = 110.000 - TANGENT = 19.972 TANGENT = 125:993: 46.374 205 :707 " ... 7.080 -. 1"8.999 159'.780 - 7 R ^0 • 1.049 20.000 = .18.750,, ... 55.438 4 •6 S 12 42 35E 188.220 183.608 . 41:411. 526.595 " 526.5.93:' 187:377 187:379__._ AREA = ' 25102. •S0 ( 0:58 ACRES) t 7 c Ri, 38W 72.100 3._7.81 7200:1 4 . 7 N 12 42 35W 188.220- 183.608 41.411"' 4 7 N 20••38 3W 357.530 334.594 .. 125.993 '► _ . .. 41 7c j° __..._,. '51.530- 267.910 236:_753 -CURVE: DELTA = 20 49 59 RADIUS = 357.530 LENGTH = 130.000- TANGENT = 65.726 4 7 S 41 28 2E ._.. 234.070 175.397 15.4.999 4 7 - 5_64_58_44W 168. . 7.1.11 ' 1 52.360 518.202 518.203 391.752 391.765 'AEA = 38791. SQ ' FT (_0...89_ACRES_) 4 8" .N 41 28 2W 234.070• 175.397 ., 154.999 e R N 41_28 2W_ 351.530 _267:910 236.35 4 8 . S 61 29 57E 357.530 170.603 .,;` .314:201. , - - CURVE: DELTA =, , 20 1 55 RADIUS . =,357.530 . LENGTH = 125.001 . TANGENT = 63.145 4 8 S 61_29 57E 225.46^ • "^7.5.83 198.137 4 8 S 13 13 42W 125.590 122.258 28.739 4 8 S 64 58 44W - 101.350 42:866 91.839 443.306`' 443.310 512 :338 512.330 AREA = 41724.-SO FT ( 0.96 ACRES) 4 9 N 61 29 .57W, .. 225.460. 107.583 198;137 4 9 N 61.29 57.W.,..357.530 170.603 314.201 e ''' c '' c r E 357.530 7.6. . __._- 3.49.234 ,. CURVE: DELTA , =, „ 16 8 . 2:,,,_ = 357. 3 LENGTH = ,100.677 , „T 50.674,,..,, 4 9 N 12 22 1E . 4.320 4.220 > ' t ^ c " a'•S9E 20 43:90 20 - 4 9 . S 13 13 42W 166.350- ... . 161.936 38.066 282:40.6 • . 282.414 550.402 550:=404 AREA = 28449. -SO FT ( 0/65 ACRES) 4 10 • 'N 77 37_59W 205.000 • 43.905 200.243._1 4 10- N 12 22 1E,... 110.000 . 107:448 23.559,. 4 10•. S 77 37 59E.. 205.000 `43.905 200.243 4 10- S 12_22 W _ 1.10.000 - _ _ 107.443 23...559 ___ ., 151 :353 151.353 223.802 . 223.802' . "FCA = 22.550.._SA_ET (_0._52_ACRES.)� • 4 11' N 77 37•59W . ,205.000 43:905, 200'.2,43, .. 4 11 N 12 22 1E 100.000. 97.,680 21.:_4.17 4 11' S 77 37 59E 205.000. .+ 43.905 200.243 - 4 11 S 12 22 1W 100.000- 97.680 21" :417 4 12 N 77 37 •59W 205.000 , 43.905 4 ,12 N 12 22 1E 100.000 • 97.680 - " S 77 3759E 205. " • 4 12 S 12 22 1W 100.000 13 N_77 37.59W 295".000 . 43.905 4 13 N 12 '22 1E 101.580, • 99.223 4 13 S 77 37 59E... 205.000 • 13,5__12_22_1W 10.11:5.80 • ' 4 14 S 12 22 1W 147.280- f43.863, • 141 :585 ' AREA = 4 15 N 89 33 26W . 220.380• 1 :703 4 15 N 89 33 26W . 492.420 3 :805 '4 . 15 N 81 20 -57E. 492.420 74.066 - CURVE: DELTA = 9 5_37_T_RADIUS = 492.420- LENGTH = 78.15_ 4 15 N 81 20 57E_, ..20.000 . 3.008' . 4 15 N 27.49 25W .20 - .000 • 17.688 ttURVE_.DELTA_= 7-0_99_3.8 RADIUS ' 20.000 LENGTH =. • 24.72 • 4 15 N 27 49 25W... 257.320 ;. 227.571' 4 15 S 51 .8 21E 257.320 • 161.451 - r IIR-V.E.I_DE.LTA = _23_18_.56___,,.RAD -IUS _ _257.320_LENGTH = 104 :712 . 4 15 S 51 8 21E 205.150• 128.717 141.585 221.660 ' 221.660 20500. FT ( 0.47 ACRES) 21.417 41. wig 200.243 . • 97.680 ,,,.. 21.41.7 149.368 AREA = 141:585 141.585 ` 221.660 • 22'166;0_ AREA = 20500:- -50 FT 1 0.47 ACRES) 21. 43.905 200.243 0 9.223 21.756-- 143.128 143.128 221.999 ' 221:'999 . "REA = 20824. SQ 4 14 N 77 37 59W -. 205.000 , 43.905 200 :243 4 14 N 77 37 59W . , 492.420 • .105.463 ' t.994_ • ' 4 14 , S 89 33 26E 492.420 - 3.805 - 492.' - CURVE: DELTA = 11,55 27 ..RADIUS = »492.420 , LENGTH =.,102.480 - . TANGENT = 4 14 S 89 33 26E.,. 220.380- 1.703 220.373 149.371 - . , .. 712.779 " 712.780 26125. -50...FT '1 0.•60 ACRES) 220.373 492.405 486.818 _ 4 TA NGENT = 39.159 3 -- TANGE N T 200.243 200.243 51 :426 '31.543 . 9 33 5 . 1'4.22.0_- 120.104 200.368 TANGENT = 53.091 159.745 4 15 S 33 1 22W 44.930 37.672 . 24.486 327.842 327.840 866.703 866:704 AREA = 26672. S0 FT 1 0.61 ACRES) 4 16 N 51' 8 21W 205:150• . 128.717 159.745 4 16 N 51 . 8 21W 257.320 . 161.45 200.368 Y. IN S 57 2 257.320- 138 :804 - 216.673 - CURVE: DELTA = 6 13 0 RADIUS =' 257.320 LENGTH = 27.920 TANGENT = 13.973 4 - 16 N 57 21 21W., 1530.000 - 825.313 ..1288.316 - ., 4 16 5 60 29 24E 1530.000 - 753 :641 1331.513 - -CURVE: DELTA = 3 8 3 RADIUS ='1530.000. LENGTH = 83.693 TANGENT = .41.857 4 • 16 5 -29 24E 205.990 ., .. 101:466, 179.267 16- S_33- 1 -22.W 145.00^: 121:516 1115.481" 1115.486 1727:452 1727:450 AREA = ' 26135 ._SO_F_L .. 0..60_ACRES -1_ 4 17 N 60 -29 24W 205.990. 101.466 179.267 4. 1.7 • N_60_29_24W_ _1.530.000 • 7.53.6.4.1 1331.513- 4 17 S 64 59 - 2E 1530.00D 646:996 1386.469 - CURVE: DELTA = ' 4'29 38. . RADIUS'= "1530.000- LENGTH = 120.003 TANGENT = 60.032 -.. 4 _17 S 60 27 4.7_E.�21.8:0.50 107.'495 189.712 4 17 S 33 1 22W... 120:000'• - - 100.614. 65.397 19 ___N 60.21_47W 47W 218.050 - 4 18 N 25 0.58E 35.070 4 18 N 64 59 2W 465'.090 855.106 855.106 1576.181 1576.176 AREA = 25312. S0 FT*( 0.58 ACRES) 107.495 31.780 .14.830. 196.674 16E 465 .090 - 121..6.4 44 8.9 - - CURVE: DELTA = 9 51 14 .. RADIUS = 465.090 LENGTH = 79.987, TANGENT = 40.093 4 .. 18 S 74 50-16E . 252.590 66.066 .243.797 4 18 S 33 1 22W____176.800 1.48.239 4 19 N 74 50 16W.. . 252.590' '66.066 4 1 N 74 50-16W _...465.090- - - 121.64h 4 19 S 89 16 42E. : 465.090• 5.858 - CURVE: DELTA = 14 26 26 RADIUS = 465.090 LENGTH = ,117.219 4 19 S 89 16 42E 343.050 4.321 4 19 5 33 1 22W. 211.730 177.526 R - r " - - - N_._6_39 42E 785.790' 7.80.4.8E 5 CL N 57 17E... . 39.915 28. 246 5 CL • S 86 18 44E.., 20.7.160- 5 CL N 81 8_ 74 649..110- 100.122 5 CL 5 75- 3022E_- .. 649.710- ' DELTA = 5„37 45 ,,,.RADIUS'= 649.7 5 CL S 1.4_29 38W 270.000 • 5 CL S 75 30 - 22E'._ , 251.180. . 5 .. CL S 61 4 38W, 251.180. -.. ' 335.949 335.950 707.527 707'.522 )EA = 33445.-S0 FT ( _0._7_7 ACRES.1� 10 LENG 13.324 .162.607 TH =. 63.832 261;407 62:865.- 121.478 465.053 ..TANGENT 343.0.23 181.71.1 187.70.5 808 :.076 808.084 - AREA = 45057.-S0.F7 ( 1:03 ACRES) n1 ;1.5.7 ' ,28.202 206.731 641.:941-. 31.942,. 67- . 219.851: - CIJRVE_DELTA = ' 43'25 0: RAD_IUS = 251.'180_LENG.T-H = ' 190.33.5 T.A.NOENT = 99.999- . 5 CL S 28 55 22E... .. 28.760. 25:173 ..13.909.,.' 5 CL, S 47. 11. 30W.,,.,,,385.553 262.000 : " 282."85.1, 629.033 TANGENT = /43.186,. • ° 9:02.1 -,- 189..-712 421.45.9 243 :797- 4_4.8._90.0,, ._ -. 58.922' 115.387 908.853 908.854 1212.217 1212 :226 AREA = 146659. S0 FT ( 3.37 ACRES) ' fl 5 SL N 6 39 42E 785.790 780.485 '9'1.157 5 51 S 86'18 44E 176.210 11 ":334 • , 175.845 ;,,. 5_ S.LS 41.�16W 20.000 ' 19 :959 1.286 5 SL S 75.52 35E 20.000, • 4.880:, 19,.395 • +CURVE: DELTA = 100 26 9 RADIUS •= 20.000- LENGTH = „'„35.659 TANGENT = '24 :;020 5 SL N_7-5 52_3,5.11 619.7-10 • 151.218 600:977 5 51. 5 75 30 •22E '619.7 -10 .,... • 155.099 . •,.,,599.987 ' +CURVE: DELTA' = 0 -22'13 ' RADIUS „ _' ' 619.710 LENGTH = 4.005 ..,TANGENT = 5 SL_S_14_29_38.W 270.000' __ 26.1:40-7 5 SL S 75.30 -22E. .281'.1-80 •,,.., . .. 70.373 .,. :.272.231 . 5 SL $ 61 4 38M 281.180 '„ 135.987 -..., 246 :109 - r'UR_V- E_O.ELtA = 43`25 0_ RADIUS =2.8-1..180 - LENGTH = `213.068 TANGENT = 111.942 5 51 5 28 55 22E ...,,36 :180 • , 31.667 .,.,,17.498 ,. 5 SL .5 47 11.30W .354.650 -,. 241.002 260.182 5 2 N 6 39' 42E 1 . i 141:630 - 140.674 5 2 S 75 30.-22E. • 181.870' 5 2 S 14 29 3811 140.310 5 2 N 75 30 422W 162.580 5 3 N 6 39 42E . 225.000 - 223.481 5 3 $ 75 30 22E 162.5.8.0 5 . 3 $ 14 29 38W 11.200 5 . , 3 S 75' 30.:22E . ,281.180 5 - 3 5 77 21 35W "28.1.180 - CURVE: DELTA = 27 8 .3 RADIUS = 281.180 5 3 S 77 21.'.35) .183.000 , 5 1 - N 6 39 42E . . .110.000'' 109.257 . 12.761 5 ' 1 S 86 18 44E ,176.210 11.334 175.845 5 1" S 1 41_16) ' 20.000• 19.959 5 1. 5 75 52 35E. 20.000• 4.880 i .19.395.. +CURVE: DELTA = 100 -26 9.,., RADIUS = 20.000"' L'E'NGTH = 35.359 .TANGENT _ 5 . 7 - 5_52 _ 35) 619.710 • 151.218 ' " '' 5 ' ' 1" S 75 30.22E 619.710 - • `' "'155.,099' 599 :987 +CURVE: DELTA = 0.22 13.,....RADIUS = 619.710- LENGTH = 4.005 TANGENT = c 1 c 1' 2r' aqW 118.490 • 114.719 5 1. N 75 30.22),- 181.870 45.518 , 45.518 ' 176 ::082 135.845 2.'002 67.575 . . 931.703 931.708 11 1176. AREA 123917. -S0, FT 1 . 2.84 ACRES 1 1.:28.6 24.02.0 h00.97. 2.002 29..655 176'.082' 305.994 305.991 ` ' 1807 989 8101 .001 AREA = 24201.•50 .ET ( 0.56 ACRES) . 35.116 _. 40.'690 • ' ' ' 157.40.6_ 181.364 181.362' 192.512 192.522 AREA = 24164. SO FT ( 0,55 ACRES) 26.101 40.690 157 -.406 10.844. . 2.803 70.373 272.231 6 2 LENGTH = ` 133.161 TANGENT = 67:854 _ 40.046 • . , . 178.565 223.481 " 223.483 '455.738 ` 455.733 AREA = 29901 S0 FT (' 0.69 ACRES) 5 4 N 6 39 42E 309.160 '• • . 307.073 . , .35.864 5 4 N 77 21 35E . 183.000 40.046 178.565 5 4 N 7L21_35E - 281 -.180 - 61.530 • 27_4.:365 5 4 S 61 4 38W 281.180 135.987 .. . 246.109 - ,CURVE: DELTA • 16 16 57 RADIUS .281.1.80 LENGTH • ... - TANGENT.,=, 40.224. t .. • 5 4 S_28_55 22E 36.170 . 31.659 1,7 :.493 . .- 5 4 S 47 11:'30W _ . 354.650 • 241.002 260.182 4Q8.64.9' " 408.6.48 ' . • 506.287 • 506 .29.1_ AREA = 45660. -S0 FT 1 1.'05 ACRESI LOT AR . EA_STAXISTICS_EDR:_RIDGEMON . T ES 02/02/28 05 BLOCK 1 AREA "CCUMAREA DIFFERENCE BLOCK 2 AREA = ACCUM AREA = DIFFERENCE _ BLOCK 3 AREA = ACCUM AREA = DIFFERENCE = BLOCK 4 AREA = 'rrUM_ARE'A = DIFFERENCE BLOCK 5 AREA= ACCUM AREA = DIFFERENCE _ GROSS DENSITY: 1 LOTS /ACRE NET DENSITY: 2 LOTS /ACRE LARGEST LOT: 45660._SG_F SMALLEST LOT: 14437. -SO FT AVERAGE LOT: 25111. SO FT @ OF LOTS: 62 387348. SO FT 1 = 387357. 50 FT l = 9. SO FT 220184. SO F_T 220181. SO FT ( 3. S0 _FT 271813.-50 FT ( 271810. 10 FT 3. S0 FT 8.89 ACRES) 8:89 ACRES) 5'.05 ACRES) 5.05 ACRES) 6.24 ACRES) 6.24 ACRES) 553627.-50 FT l 12.71 ACRES) 5.53626._SG_ET (_12.1_1_AC.RFC) 1. S0 FT 2.84_ACRES) 123926. -50 FT ( 2.84 ACRES) 9. 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I -? s • dry 6 /9420 O. e ----- _ 3 rT 6 c...7 18 9 /e- o 5 4 SA 1 ; 4 9 , 6 .4/ Lz7 0I60•Z >. r 260' s A D E .0 AREA DE" ,5 G XI "VA cA rip A/ u 2 0' -S //..‹Z - 99 %SC "el / 3/.7-'1:4. 29 3.30' , C ) E - SCR / 4 A/ SECT70A/ REPRODUCED A-ROM 1._//VEA./ TO 3 4 ( 23 32 G.Ray I 1.1 9<j 89° 13 19 '4-4 ' - 3 • S C1 fc.;25 -' 30 1 25 30 36 3! 24!9 a cr - :1 R 23 I 24, /6 17 /6 774 26 T.P, Ng442-"a" 04001.E' C\1 Cf 26 31 . fr.5 /VD _ .t.t 4 . 3 24 TH AVE. /vo. v/2- ; . l Z. -49' ,. I 3 r : t i:14 . • .. .4 et I a 2- E ) 89122' .1 01 - 9 c - , ' /6. ■9 I / 0 1 ▪ , i n/ I 1T. I / 25°38' C IC.° Rt. T 81.4' L 160.2' A c - r L ni 89 23 -7' 2610 52' / a), 36° 0 4' 20° Rt 1 80.3' EST.' 24 TH AVE. ..• ------ 3 ,c. /e- o 6 IS. 7 I t8 IA 9 /v0 T E : E " - • af< 96 - 160 IN 30 C 10°L-F. T 15 7. 5 L 3 s e DA TE I 6 — /5- 72 IT/-/i5 41 . 1 ' It-Lot 20,81k 1 SEC 25.T25 N.R.4 ;a G cv S 8 90 )E Z5545-904 o SCA L. I4OO ' 0 0 I G. Z t55 41 .". 2 !9 20 1 90z — 73 1 _s 2/ 0 • • 139° 34'56" D ESCR / /DT/0 A/ SECT/OA/ REPRODUCED ,c- i'On't L./ NEN TO SHADED z4544- 07 13 24E4 0 714 /33/ J8659 I 3 3.0 7 • It 2 YL A R. ‘1 ' Z4,544 VI 0807 oN 9085 24544- 6808 zse41 - ooz, sz„ ›- sc51 4 1- 24544 - oe or. z4s4 4- 06 3C, MC/Ni ESTM WO,2 z 5544-e)0 1 ( 32 Al'a Ave. I G.Ray Z4544 - o55 24 19 2'5645- 900 OrkAtiee. WON 1 PLANNING COMMISSION 1 1 1 25 30 (0 36 3! 30 re a o Jn [0' °6°O aY P ar .23J t 241 ,6 /G L. °• —247H T.P. N4¢42 - 04 00 /. 0 24TH AVE. No. Y /2 - 2 4 TH AV r 5 '' 6 / 9620 _ _ ___ _---- __.-_ -�. 1 1 2 3 �• � ' 6 9 I. s•��3z a ; t.L I 4l•' \.• O \ `t) • • 1 } 14 t • 13 ` 9 EON Cr. RETENTION 10 POND 9 SITE 6 DRIVE 0 0• r2.5 Qc. �Q• \• 35 036 J 2 h OS 1k' . 4 / or. 4 0 6 z , 2 l . �'k [� 30 ° 44' 0 a C 10°L T 157. L 307.3' 1Z1 q`s9 t - I �� . .9 I / M /n/ /r i/'2 25 ° 38' C t6° Rt. T 81.4' L160.2' 3e• EST.1 BY 1 ,vo. 21496 1 /v 89 ° 23' / 7" W - 26/ c7• 52' /Q a 36° 0 4' C 20° Rt T 93.3' L 1 80.3' ('10TE : SEC 25.T25.N.R.44E. Gov'', Z636.7') k-Lot 20,BIk I c,, 0 h 9e h, 0 9 3. Ler az 404 1' Jrq, P a c°'O . N 389 °51'E „; SC A L E I /_ 400 - 399. 98 • - 1 $ X S //4 Cc - 260' — — — 2/O DATE . ,D ESCR / A T /ON 6-1,5- 72 TH /S SECr/oN REPRODUCED .- Ront L /NEN TO /MyLAR. SHADED AREA DE5 /GNA% ES // VACAT /ON A O GIL O • P a �T a� •: 8 s hy' 2 ak 12 - n- °E •la•• :8•. • " 0 5 6� °�. • -, 7 Y/ C ' to ' y G ts � 12 it iM � -. •/8. t• T \ 1 9 I ,... n Q I I U 21 Y2 23 Se j0 & P.. 24 l2 LO 4 MT.. "7 • ni 89 °34'5.3" 293 30' L•.,14 BKI ( Go 263 .7) ti .5 89 13 19 32 Ave: G. Roy '4-4 "E - /331./9' S.E SEC CO.g. �oLJ/TC., 24 H9 30 25 30 �o) 36 31 President STATE OF WASHINGTON ) :COUNTY OF SPOKANE ) RIDG BEING A SUBDIVISION IN THE N.E. I/4 OF SECTION 25, T 25N., R. 44 E. W.M. August 1977 SPOKANE COUNTY, WASHINGTON scale:111=100' '7 , 30 9 : 16 Ch. TEMPORARY CUL DE SAC ESM'T. x ..11 t%y ,y®. TUPPER INCORPORATED, REALTORS BANCSHARES MORTGAGE COMPANY Senior Vice President Vice President ACKNOWLEDGEMENTS N. 0 0 391 4 L, S, BIk.8 1' Wide Strip 1 110(1 A - r-rEr% .. I r t L. /4 1 1 �. L• MONT ESTATES No. 2 N ° 41' 16 "E •® 225.00 3 As27 °08'03" 1.,1 133.16 C. 131,92 78 5.65 ( record) R. & T. INCORPORATED President Secretary- Treasurer FINAL PLAT of 410' 0 ' 2C' 0 n ° • D 2 � ca n i „ a 11 . 20 1 / l YP /cal f 3(4 t 3 e Le gend a /50.9 7 85. 1 41. 63- 2 79 N DEDICATION S. 07056,30"W KNOW ALL MEN BY THESE PRESENTS, that Tupper Incorporated, Realtors, a Washington Corporation, Bancshares Mortgage Company, a Washington - Corporation, and R. & T., Incorporated, a Washington Corporation, have caused to be platted into Lots, Blocks, and Streets the land shown hereon to be known as RIDGEMONT ESTATES NO. 2, said land being part of the N.E. 1/4 of Section 25, Township 25 North, Range 44 East W.M., Spokane County, Washington, and described as follows: Beginning at the S.E. corner of Lot 24, Block 2 of Ridgemont Estates as per plat of :hereof recorded in Book 12 of page 36, in the Spokane County Auditor's Office; thence along the boundary of said plat the following three (3) courses: 1. N.03 00'22 "W., a distance of 599.90 feet; 2. S.86 °59'38 "W., a distance of 133.07 feet; 3. N.41 °33'44 "W., a distance of 478.46 feet; thence .N.39 26'16 "E., a distance of 597.23 feet; thence N.56 ° 26'16 "E., a distance of 254.12 feet; thence N.56 ° 11'51 "E., a distance of 59.94 feet; thence S.56 °16'59 "E., a distance of 195.09 feet; thence N.45 ° 53 1 35 "E., a distance of 477.84 feet to the N. 1/16 -corner of the N.E. 1/4 of said Section 25; thence S.89 °16'42 "E. along the north line of the N.E. 1/4 of the N.E. 1/4 of said Section 25, a distance of 585.25 feet; thence S.33 °ol'22 "W., a distance of 698.46 feet; thence S. 12 °22'01 "W., a distance of 558.86 feet; thence S. 13 °13'42 "W., a distance of 291.94 feet; thence S.64 °58'44 "W., a distance of 269.49 feet; thence S.07 °56'30 "W., _a distance of 656.97 feet; thence S.47 °11'30 "W., a distance of 675.00 feet to the S.E. corner of Lot 17, Block 3 of said recorded plat of Ridgemont Estates; thence along the boundary of said plat the following two (2) courses; 1. N.06 °39'42 "E., a distance of 785.79 feet; 2. N.44 ° 57'17 "E., a distance of 79.83 feet to the S.E. corner of Lot 24, Block 2 of said plat and point of beginning of this description, and they do hereby dedicate to public use forever the streets and roads as shown within this plat, and do also dedicate to public use the temporary cul -de -sac easements as shown hereon until such time as CONKLIN ROAD and VERA CREST DRIVE are extended, at which time said cul -de -sac easements will be vacated. 'A public water system, acceptable to County and State Health authorities, the local fire district, and water supplier (purveyor) will be installed within this plat and individual services will be provided to each lot prior to sale. A public sewer system will be made available for the plat and individual services will be provided to each lot prior to sale. No more than one detached dwelling structure shall be permitted on any lot, nor shall any lot be further subdivided for the purpose of creating additional lots or building sites without filing a replat. Utility easements are hereby granted to or across those lots as shown hereon. Lot 14, Block 4, and Lot 5, Block 8, as shown hereon are dedicated to Spokane County as general County property to be dedicated for road purposes, forever at such time as the road is continued as a full width right -of -way, or until adjacent lands are platted. The owners of Lots 1, 11, and 12, Block 4; Lots 1, 7, and 8, Block 5; and Lots I , 2; 5,6,7,16 and I7, Block 7 , shall be held responsible for obstructing, artifically collecting or discharging, the natural drainage flow across or adjacent to their property, and shall assume full responsiblity for damage to their or any other property as a result of their obstructing, artificially collecting or discharging the drainage flow. The subdivider shall inform each purchaser of the responsibility imposed on each property owner for obstructing, artificially collecting or discharging the drainage flow. By permitting the drainage easements to be platted as shown hereon, Spokane County does not accept the responsibility of maintaining the drainage course or the responsibility for any damage whatsoever, including but not limited to inverse condemnation to any properties due to the drainage flow. IN WITNESS WHEREOF, the said owners have hereunto set their hands and affixed their seal this day of , 1977. 10 STATE OF WASHINGTON ) On this day of , 1977, before me personally appeared Kenneth J. Tupper, known COUNTY OF SPOKANE ) to me to be the President of Tupper Incorporated, Realtors, the corporation that executed the within and foregoing instrument and acknowledged said instrument to be the free and voluntary act and deed of said corporation for the uses and purposes therein mentioned and the officer stated on oath that he was authorized to execute said instrument and that the seal affixed is the corporate seal of said corporation. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written. Notary Public in and for the State of Washington, residing in Spokane. On this day of , 1977, before me personally appeared James W. Sullivan and L. Calvin Brown, known to me to be the Senior Vice President and Vice President, respectively, of Bancshares Mortgage Company, the corporation that executed the within and foregoing instrument and acknowledged said instrument to be the free and voluntary act and deed of said corporation for the uses and purposes therein mentioned and eachofficer stated on oath that he was authorized to execute said instrument and that the seal affixed is the corporate seal of said corporation. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written. Notary Public in and for the State of Washington, residing in Spokane. es , ur;l,ty Esm't, 110.00 . 19 5.37 30 30 1 isi to 0 W A - N = 1r 4 W fn ? O O. od O -L It 10 "e. L :92 QO C: a2.5 3 s 0 • cc V O STATE OF WASHINGTON COUNTY OF SPOKANE As 09 °41'38" Ls 116.00 C.114.86 4 - 1 79.98 R DGE MONJ 12 IN WITNESS WHEREOF, I have ( 2 7 15 \ M / (• N. 03 22"W./ 600.00 (record) io' utility , �, p u 1 0' (basis of bearings) 599.90 t N.03 00t 2 w.� Esm'1 / 184.90 + - -- l -- 100.00 -- - l00.00 - - 115.00 100 -' -" 10' Draino ®e Estill. -- Z a 0 a+ m W ° a O N 11 1 O N o to 0 O W w e s O 0qo` O 1 e Z 6 s • • D y= t o 4 32.2 1 CONKLIN h ^ 135.00 z N 0 o w V V o m is m 656.97 Examined and approved this Examined and approved this Examined and approved this 100.00 5 1 37.31 RI UN r t �►T E r, �r1 L. � 1 Ls STATES Examined and approved this day of N.►l ° 12' 61 " N.02°05'48 168.82 A e 0 407' 3I" L119.80 10 N.03 ° 00 '?2" 365.00 100.02___2 1 00.00 z W • 0 m o • 0 w W m 60 N N 3 z m O o o m 0 1. 415.00 � N 8g °59'38 "E. ` 50.00 A s17 °37'41" 6 L s110.00 e s109.5 7 e2.77 148.74 000 p0" .30 ( 30 R 9 2. 00 2° 42' 350 v._ les e o X03 N 20 g.9'" •�°e A•20 °49'58" d °' Ls 130 . 00 Cs129.29 7 ' 50.00 8 COUNTY ASSESSOR day of , 1977. 0 O U t Drainage .1 b .4 a) 0 Etmt °\, At b R b A ' s b. ti as-03 L= 118.13 C= 18.11 As37.2A 34 L1194.61 1 01191.16 COUNTY ENGINEER day of , 1977. COUNTY HEALTH DISTRICT day of , 1977. 7 `2 COUNTY TREASURER .T do hereby certify that all taxes which have been levied and become chargeable agar this day of , 1977. 1. 44.10 , 10' Utility Esm't. N.02 ° 51'56 "E. 149.37 51 . 1 4 - __ 121.62 -- 120.0 ROAD 1 A,03 °09'40" 4. Ls l l 0.00 i � A 100 4 4 ?a : 5 o Cs 109.991 Ls 11.79 A " 3 V ° Co/ O 0 h O 0 0 O m sa P b b 100.45 14 2.70 A = 37 ° 09'03" 9 Ls 192.92 c= 189.56 0 ms s ° ' o 6 97 i / N.08° 30_22" w . 287.28 0 O 0 100. 12 1 20.0 0 S. 1p 0 . 00 I2 0 22,o/ow. On this day of , 1977, before me personally appeared Kenneth J. Tupper and David W. Renz, known to me to be the President and Secretary- Treasurer, respectively, of R. & T., Incorporated, the corporation that executed the within and foregoing instrument and acknowledged said instrument to be the free and voluntary act and deed of said corporation for uses and purposes therein mentioned and each officer stated on oath that he was authorized to execute said instrument and that the seal affixed is the corporate seal of said corporation. hereunto set my hand and affixed my official seal the day and year first above written. Spokane County Engineer th '.e i Spoka~ rea,., er Spokane Count; Asses Q . s. 0.4s 0 19 • ° Ai 0 • ..4 6.02 "E. 138.53 0' 134.1 6 123. z s 13 0 0 N m v W 0 m ' 8 100.0 c1 0 A A COUNTY COMMISSIONERS This plat was approved and accepted by the County Commissioners of Spokane County, Washington, on this day of Chairman, Spokane County Commissioners COUNTY PLANNING COMMISSION , 1977. hin t ma• 0 ,4' ,,b 3 .4 0' a 0 0 0 5 o N s1: y2 A:02'02'10 5 °� 0 A n L \ . %.113. C 4 ' 1 8 .12 -5 Ls 93.29 Cs"' _ 0 0 N V O y , o 1m I 1 ' s- IO'Utility Esm'ts. 7 $Pica! W-E • ®oo Legerrc► Spokane County Planning ..of! r 'ssior =irman 14 101.39 101.8! , r - 145.69_ NO2 29 "E. 121.82 lo' w 0 412 ° �2b /•E 13 Notary Public in and for the State of Washington, residing in Spokane. SURVEYOR'S CERTIFICATE I, Milton L Booth , a registered Professional Land Surveyor, hereby certify that the map shown hereon was prepared by me subsequent to an actual survey on the ground in S , , 1977, and that the same time conforms in all respects, the provisions of the ordinances of Spokane County, now in ffect, and that the lot corners and monuments have been properly set. 7 Registered Land Surveyor 6 558 , 1977. , een p a i d 0 it 6 : w 0 ft ts NOTE: The basis of bearings of N.03°00 W. is the line between the N.E. cor. of lot 5, Bik 2 and the S.E. cor. of Lot 24, Blk 2 as per recorded plot of RIDGEMONT ESTATES .4 co 0 040 SET 1/2" BAR AT PLAT BDRY SET 1/2" BAR AT PROP CORN. PLAT BOUNDARY LINE FD. 1/2" BAR W/ CONC. COLLAR 1 at PLAT TED DELTA A 43°25'00 B 05°37'45" D 03 E 34°18 1 08°15 00 M 38°41'48" LEGEND • WATER & ELECTRICAL (ti EASEMENT N PL. AT TED - FND 60"FIR (DES. 40") (r Southerly Bdry. of prop. deeded to Leo N. Cashatt -and others as established by found monuments and survey by Adams Eng. In 1976. FND 36" PINE TREE 19 0 :ill' L s el Qi go : 3' i 8" E 0 en CURVE DATA 251.18 190.34 649.71 63.83 649.71 134.61 1963.82 119.96 395.72 236.94 462.42 1525 71 835.62 835.62 585.37 227 32 426.60 199.71 309.92 176.18 64.84 184.49 0 ° N CA OD 0 N.1/4 Corn. (record corner) New R.P's: 0.07 East and 0.65 South of octUa 1 1/16 con N.1/16 Corner of N.E. 1/4 Corner Note: N.E. Section Corn. (record corm) New R.P's: 100.00 185,81 31.94 63.81 67.55 134.37 60.00 119.94 122.14 233.42 249.63 397.08 105,66 206.01 100.00 199.t7 60.26 120.22 156.76 308.14 88.76 175 51 32.64 64.61 79.82 150 63 100.00 199 55 93.65 183.il 7 N 1/4- / / / / Z / / / PC) PRELIM\ \ B"-- D SUR \,/ t.SORS 2 S. ET De, S PR [_:1 AVEE Lc=, - 5 5 P A PLAT Or A CAL 1"-- \17\ PL47 PC PT THE CECTI OK\ KL. ) R.44 EAN, w •.• • - • ' r„ E :P CU LEX ›,^ LEGEND: L AT F. ut.t1L4P r' PROPOSED ROADS DRAINAGE I FLOW SL FE DATA ;11V NO. 62 TYP1CAL LOT F_DIZ•Fe 211007. TYE LOT FRONTAGE 110' TOTAL PLAT ACRES 41. *VMS. vesseseasmipar. R RECEIVED ?13V 1519T@ PLANNING c0MMIssIOV'i PE— Lose% - 04111.4-ces I 44 7 PP, .L4M11,P..\l'I PLAT \i\it-\(:-.) '111 T L L t spc U A/-(( 7/ / cTh ac L.1 LIU LU tfl zi w 1.14 „ •• N.39 38' 14-"W. 57.50' ri • • N. 62 ° Pit'59”E. /6, -roc" k.T 55/. 95' 3 07'71' 8, 00," 6 s N- c u ****• E. esi-js: 1 40.06' 1 1 1 1 ■ 7 /5 •ROc- HI\ \\A EXHIBIT "A" Description (Drainage retention Pond.site) SV P4 c EL c P P EEP 10 ,Leo N.56 '9.94 1 5 8 That portion of the NE1/4 NW1/4 and the NWT E1/4 of Section 25, T.25N., R.44E.W.M., Spokane County, Washington, being more particulary described as follows: Beginning at a point that is S89 16 a distance of626.85 feet from the N1/4 corner of Section 25, said point-being common to the north boundary of Section and the west boundary of Leo N. Cashatt and others, as established by a survey performed by Adams Engineering in 1976; thence , along sad Cashatt west boundary,:the following ?Jo (2) courses; 1) S.30 0812"E., a distance of 152.25 feet; 2} a distance. of 28.00:feet; thence 6.52'30'00"W,, a distance of.138.07 feet; thence S.30 2200"E., a. distance 8f 119.42 feet; thence B,56 2616"W., a distance of 49.06 feet; thence t\L 22001.1., a distance of 118.74:feet; thence 6.52 32'0104., a distance og 307.71 feet; thence'S.50 2200"E., a distance of TR1.82 feet; thence S.39 26. distance of 4R.00 feet; thence N.50 2200"W., a distance og 161.19 feet;,thence S.45 39'33"W., a distance of 389.84 feet; thence S.50 3344"E., a distance of 99.11 feet; thence S.39 6'16"14„ adistance og 40.Wfept; thence A.50 33'44W., a distance of 23.47 feet;'thence S.45 3933"W„ distance of 800 feet; thence S.76 35'00"W. a distance'og 144.00 feet; thence S.07 35 a distance - of 25.00 feet; thence 3.59 05'00"W„ a distance of p4.00 feet; thence. . N..39 33 a distance og 57.50 feet; thence N.21.5200"E„, a distOce of 20.00 feet; thence N.85 21'57"W., a distance of 2.12 feet.; thence': .49 09'34"E., a distance of 922..00 feet; thence N.62 14'59"E., a.distance of 551.95 feet, to the point of beginning.: Containing 8.36 acres. C ce5AA • M /0 // ) N WITNESS'. WHEREOF, I have :7 1'. "� 180.9$' 1977.. 115:00 STATE OF WASHINGTON ) COUNTY. OF SPOKANE ) 14.03°0022"W/ 600 00 (record) b w o - u ►a . (66s►s ofbearings) 599.90 N.03 00 2 W 1 164.0 _loo.go'�. 1, 00:00 l oo.00 .' L:SiA ES 137 ,51- . 100.00 Examined and approved this day of day. of, 2: Ay17°37 4t ® 6 >t,s110 °. 0 Cs109. / ' o42'3g s a gat .' ' As20 °4 it Se" • 0 :0 o c� I2 L2 9 4113.00; N :86 °s9'3 - 130.00 COUNTY ENGINEER Examined and approved this day of °1977:` 100.4.5 142.70 03 °30 ` ..' 120:00 Le118.13.. 4440 . J. Ca 16.01 0.2� « W: N 287:2 ROAD 1 !00.00 ; +110.00 A 30 gyp ?o °oo Cs109.99I . x ' .'{::i 1 : 99 : •0 Oh ;1u ot'. v W. Renz, known to .me to be the ,President and. Secretary= Treasure the corporation that executed the within Tand "foregoing instrument free and voluntary act and deed of said corporation for uses and stated on oath that he was authorized to execute said instrument seal of said corporation. have hereunto set my hand and affixed my official seal the day and year first above written. Spokane County Engineer 0'Jtiiity` M .Z,..,'.!b 3 ' Esm t t. O fi - �'t,' ' d' N.02 °81".E. 1 1. s8 14.9. 188 38f A �O. SI.f4 : i ►20: 62 -- __ 1 1 13416 l -, .2D' 2 z ,e m w. - . m w i; i At °� w ..... 6 40. .. 5. : e a o asz • 0 °o2'10 ; to • t,s13:0O. \t!,:. t23'.1' - 1 1 00.0 0 : , a 12. f " COUNTY: COMMISSIONERS This plat was approved -and accepted by 'the•County Commissioners 'of.Spokane County, Washington, on this day of Chairman, Spokane County Comm•is'sioners. COUNTY PLANNING.. COMMISSION ,. 1977.. : Spokane County Planning Commission Chairman COUNTY`HEALTH'DISTRICT , 1977. 0. 0 1� Z' c w o et 6 �;,' L .:- t0'Utility Esm'ts.' 101.89 • 1 101.36 ....... ! 1 _ f4d.d9_ N O2 °59'29 "E. j '121:82 . -°1 1.6Zr. -. - � ' 82: ®7 I o' On this day of ,, before-me personally appeared Kenneth J: Tupper : David r, respectively;.of.'R. & T., incorporated, and acknowledged said instrument to be the purposes therein mentioned and each officer and that the :seal affixed is_ the. corporate Notary Public in and for the State of'Washington ;.residing in Spokane. SURVEYOR'S CERTIFICATE Booth a registered Professional'. Land Surveyor, hereby :certify'that the map I, Milton 1. ooih , . g Y• , y P shown hereon was prepared by me subsequent to an actual survey onthe ground in f �.r 1977, and that the time 'conforms in a l'l respects provisions '�' rte` � of the ordinances of Spokane County, now in effect, and that . the 'lot corners and monuments have been 'properly set. .` zn =K 04'40" � L ?97. 68 . c'st ss N:02°05446" T:'.- Q:a2r 5'81 s� .'O3 °5ea5t "'.:034:53,, (R) •1544. •-•" 6.01°08' 21 "W, .j► l 154:89 '1' 1'1 ' /'1' NOTE: The basis of bearings..of'N_03 "W is the „ • between the N.E. . cor: of lot p,431$ and the S :E. • car. of Lot 24; Blk 2 as per recorded "plot of R1DGEMONT ESTATES' • Southerly 'Bdry. of,, prop, deeded to Leo N. Coshott ' ' and others as :estoblished .by fourd monuments and survey by Adgms - E no. `'in ,1976.' FND.36 "'PINE :TREE' (DE. 14 ") A ' Lc 7 A I5. M '4 ' C :78.o7 ' oa m .0 9+ i=' et' Q. 0 u� ° y �' it • m o', N !O ' 0 M I 11 .15 SET I/2" BAR AT PLAT :BDRY SET 1/2" BAR AT PROP. CORN. -. PLAT BOUNDARY -,LINE FD.: 1/2 ". ,BAR - W/• CONC COLLAR FND 60 "FIR TREE (DES. 40 ") thiPLA i TEE 13 TEMR C.ULDESAC EASEMENT' • Ca 24 °1.7"40" C- 171 • 4a 14°26'26 L: ?17.22 , C= 116.91 ES C " 1- pEsAC NOTE: Plod 1/2 " .reed? vs/cone-tailor 0.07 East and 0.65 ; euth of actual:. 1/16 c or.; ,Note'.; N. 1/4 corn. • (record; ;Omer). Fd.3 /4 !1.P W/ Conc :''Court:?' New R.P I/2" rebor ( '.below ` 0.6.)= S.5,5 °E :,62 2 4' _; 1/ rebordf 0,66- N:4 °E;6508' , _' 4.1/16 Corner ,of ' N:E.. /4 Corner L.14;'•8l4, r ' 1' with St .�c R%W Note: N.E. Section Corn:. (record corn,.) Fd.3 /4 "I.P w/ Conc. Co1I01'' - New I /2" rebor( Itbeloir l/2 "rebor(" KNOW . ALL MEN BY T HESE PRESENTS,. that;TupP �� er Incorporated, Realtors., a Washington•Cor�poration, Bancshares. Mortgage Company, P , , Corporation; 'and' R.' & T., Incorporated, a- Washington Corporati'on.,. have caused, to be' platted' into Lots, Blocks, and: Streets shown•hereon'to be known. as'RIDGEMONT.ESTATES N0. 2, said land being part'of the N..E�.'1' /4 of - Section Township 25 North East W.M., Spokane'County',,Washington :, a'nd:described•:asfollows: Beginning at. the- ;S.E. :corner of Lot 24, .Block .2 of Ridgemont Estates as per plat of ;thereof recorded. in Book 12 of Plats in' Spokane County :Auditor's Office; thence -along the boundary of said plat the fiol9ow,ing three (3) courses; 1. N:03'0022 B W.,, u ' di ta'nce'of 599:90? feet, ''2 S. "W.; a distance'of 133:07 feet; 3. 41 °33'44 "W. ;. a distance of 478.46 feet; thence - N.39 ° 26' 16"E., a__distance of 597.23 feet; thence' N.56 ° 26' 16 "E.; - a'•distance: of,25C.1 .,feet; thence .N.56 °11 '51"E., a distance of 59:94. feet; • thence S . 56 16'_59 "E: , a distance of' 195 09 feet thence N.45053' 35 "E. , a distance of 477.84 feet the N. 1/16 - corner' of the N E. 1/4 of ' Section , 25; thence S :89 °16' 42 "E . along the. line of the N . E..1 /4 s the 'N.E. 1 /4 of said Section 25', a distance of 585.25' feet; thence :S:33 0 01'22 "W.,' a distance of- 698.46 feet; thence S. 12 °22'01 "W., a distance of: 558.86 feet;. thence S.13913'42"W., a distance of 291.94 feet thence S.64958''44 "W. a distance of 269.49 feet; thence S. 1 'W.; : a ' istance Of 656.97 feet; thence' S.47 °11' 30 "W., a distance of 675;00 feet to the S.E. corner of Lot 17, . Block 3 of s aid recorded plat of.Ridgemont Estates, thence along the boundary of said plat the following two ;(2) courses 1. N.06°39'42 "E. ,' a distance of 785.79•feet 2. N:44o57'17 "E., a distance of' 79.83 feet 'to 'the .S:E, corner of• Lot 24, Block 2 of said plat and point of beginning of this description, and.they,do hereby dedicate to public :use forever the streets and roads as shown within this plat, and do also . dedicate to public use the temporary cul-de-sac easements as 'shown hereon until such' time as CONKLIN ROAD and VERA CREST DRIVE are extended, at which time said cul-de-sac easements will be vacated. A public water system, acceptable to :County and State Health authorities, the local fire district, and water supplier (purveyor) wil1 be, installed within this plat . .and "individual services will be provided to each lot prior to sale. DEDICATION A pUbli system stem will.be made available for the plat and individual services will be provided to each lot prior to sale. P for the purpose t be further. subdivided or th shall be permitted .on any lot, nor shall. any lot No more than one detached dwelling structure p y , creating additional lots or building sites without filing a .replat. Utility easements are hereby granted to or across those lots as shown hereon. Lot 14, Block I, and Lot 5,' Block 5, as shown hereon are dedicated to Spokane County as general County property to be dedicated for road purposes, forever at such time as the road is.continued as a full width, right -of -way, or until; adjacent lands are platted. IN WITNESS WHEREOF, The owners of Lots 1,4,5,67,11, 4 12, Block i ;• . Lots 1, 7, and 8, Block 2; ' and: 'Lots 1,2; 5,6,7,16 and 17, Block :4 , shall be held responsible for obstructing; artifi' tally -collecting''or discharging, the natural drainage flow across or adjacent to their property, and shall, assume full- responsiblity for damage to their or any other property as a result of their obstructing, artificially collecting or g dischar g in the drainage flow. The subdivider shall inform each purchaser of the responsibility imposed on each property owner for obstructing, artificially collecting or discharging the drainage" flow.. By permitting the drainage easements to be platted as show . hereon, Spokane County does not accept the responsibillty.of 'maintaining the drainage course or the responsibility any damage whatsoever, including but not limited to inverse condenanation'to any propertles due to the drainage flow. STATE OF WASHINGTON' ) COUNTY OF SPOKANE President, Vice President ACKNOWLEDGEMENTS WITNESS WHEREOF, the'` said owners have 'hereunto set their hands and affixed their seal this * TU'PPER'INCORPORATED, REALTORS BANCSHARES MORTGAGE COMPANY Senior Vice President On this day of , 1977, . before me personally appeared Kenneth J. Tupper, known to. me to be the President of Tupper Incorporated,- Realtors, the corporation that executed the within and fore going instrument and acknowledged said instrument to be the free and voluntary act and deed of said corporation for the uses and purposes therein mentioned and the officer stated on oath that he was authorized to execute said instrument and that the seal affixed is the corporate seal of said corporation. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written. Notary :Public 'in and for the State of Washington, residing in Spokane. STATE OF WASHINGTON ) On this ' day of , 1977, before me personally appeared James W. Sullivan and L. Calvin Brown, known to me to be the Senior Vice President and Vice. President, respectively, of Bancshares COUNTY OF SPOKANE ) , Mortgage Company, the corporation that executed the within and foregoing instrument and acknowledged said instrument to be the free and voluntary act and deed of said corporation for the uses and purposes therein mentioned and eachofficer'.stated on oath that he was authorized to execute said instrument and that the seal affixed is-the corporate seal of said corporation, hereunto -set my hand and 'affixed my &ficiai seal.. the day and year_ first above. written. _ day of R. & T. INCORPORATED President Secretary-Treasurer 5 . 6,37 . 3.' 07 41 56 0 30. W a Washington the land , Range 44 Notary :Public in and for the. State of Washington, residing in Spokane. COUNTY TREASURER 1 do hereby certify that all taxes which have been levied and become chargeable against the land shown within this map have been fully paid this day of 1977. Examined and approved this day of p okane ..Couri.ty.Assesso.r- 1'I A! // {r1 ! : /Y „/•.6 Jk COUNTY ASSESSOR• 197 Health. Officer Spokane County Treasurer A C E G. M N 0 DELTA . 43 °25'00" 05° 11 °52'15 03 °30'00 34°18'2 2" 74°37'37" '25 °44'30" 07°39'00" 08°15 00 21 17°14' 39" l6 °20'28 38 ° 07 °37'41" 24 °17'40" CURVE DATA R. L 251.18 • 190.34 649,71. 63.8 649.71 134.61 1963.82 . i 19.9 6 395;72 ' 236.9 327.53 426:60 249.63 4 207.76 105,66. 152571 1 10 835.62 120, 32 60.26 835.62 309 :92° - 156.76 585.37 176:18 : 88.76 2 27.32 64.8 32.64 227 153.53- 79.8 2 150.0.00:. 199 -70' 100.00 435.09 .184.49` 93.65 100.00 31.94: : 67.55 60.00 122 :1 (85:81 63.:81 134:37 119.94 233:42 347 08 '2.06.11 199. °.7 308.14 175.5-1, - 64;61 150.6.3 199 55: 183.11. re :i '0 v n'n 23� I [24, / 6 ,7 - t , , �,�� S T. +r 2 5 —Sr_�..a.0 t2 . M 9 I I g 1 ,a I ,,11( 41.5' 11� : II, Ji li Liu • � P ,..55' 1 . i 34. 1 "LE' tit N9442 - "Dro (0 o + O O I.F. ° N 4 o N 1- I 0 Z LI 7 7 'H 89`22' 35 - 036 4 d h Z 24TH ,AVE. /v°. Vi ' . / co /k S N I Q 9 < r n MI /tV / '^ 7 25 °'38' c16° Rt. T 81.4' L160.2' A 1 2.7 P // - 1• • / / X 2 3 A 36° 0 4' C 20°12 T 93.3' L 180.3' S DATE 6— /5 - . 72 /v 1 - E : .vo. 21496- 1 =0� 7" vv 2E 10; A 3O ° 44' c IO °Lt. T 157.5' L 307.3' SEC:25.T25.N.R.44E 4.3h..7 k- Lot20,81k 1 S r:4/ho se Ch / '9e 6 `->>. i s 9. €0• n 389 °51'E >y2 SCA 1'=4OOFT_ ,90 0cn c SHADED AREA t,.•E'.51GN.ATE.5 " VA CAT /ON 24 T _/ - I — 20 TM /WE. i cnri,2k.2 J 7 8 $ A 21 ' T• c 12 FROnt Cr. 2 1 0 y t /t7 - / - 3/...: S C- r c � / DRIVE F<. 'SC DESCR/AT /ON THIS SECT /ON REPRODUCED FRO'V L /NElV 7O MyLAR. 5 4 1J 2 32 ^tO Ave LZ,I4 BKI rs9°*—'4.4 "a- - /33/. /9' 19 ` s SEC a ,. G. Roy o \'\ 0 m A 0.° qu o RIDGEMONT ESTATES ' � � N fcst4 /1 pry Well s ee Dra;nole De¢a1 Sheep a o k • 1 ss 0 0 a 5 • /6 'PH k I nefall ' Not se_ r O W .11ra ge D ° t G i4 . 9q e sh eel - 9 93 pk. i . #2. N.. 6 14' 59n- E O° t 0 q a - 9 � Co 1/ 5 l °"1 Pk' • 40 , • 2 X • f 4- 0 I s 0 RETENTION . POND t Acres C1/4 .. ° 4.1 0 -- top k• R I D G E M ©N T ES:T A - E:S :_ 0 A • al Rip. Rap Aloe9- '8o{'.h Wii local roc.k,o* Ditch Area �,,...- Cut_.bonk e'dc�e ® }0 104' .Eley. local rock of ' 6" Rip Rap Qitch wi4h or larger. Excavo4 pi a+ 8 =l side, slope •from Pond' 99 E /eYafi \' o \ c 14 4.00s wer-F low From Stock. To Re +eni -ion Pond --- M% 0 a.q / • Bank Sides -of Pond 6" dia. o /anger, Aloity o‘loncN . cLi {c1 line 0 o p 0 ou q 2 o 0 r17ound of Dirk" i Pk' • q' 98 ° t org • - lot 5 i 9 f L • 9q N.39 ° 38'/¢ "W. 57.50' : s. 59 ,0 CO' 0 s.76 °35' 1 44.0 0 , q0 Pow 5,91 7 . 2053.ft 8 ° 0 h r 4 /. 62 ° /4'59 "E. 5. 52° 38' 00 "W* \ \\ fra c1-5 i re /s 55/.95' \ \ \\ \\ \ e \ IDS p ro. in,,, n�co e' 307,71' . 4 c � = ■ N. '16" 40 40.06' .06' it II II I I . II H 7 i /¢ U1 w N 0 • o NO 5. 52 0 3 8'00 W 26' 0. X35.0 R ST O �,FT P4 c 6L of � t'P DEE 7O G .2 5 /4 ATE` N. 56 1I' 51" E. 59.94 leo That portion of the.NE4 NW4 and the NW1 /4 NE1/4 of Section 25, T.25N., R.44E.W M., Spokane County, Washington, being more particulary described as follows: Beginning at a point that is 5.89 ° 16'42 "E.; a distance of 626.85 feet from the N4 corner of. Section 25, said point being common to the north boundary of Section 25 and the west boundary of Leo N. Cashatt and others, as established by ,a survey performed by Adams Engineering in 1976; thence along said Cashatt west west boundary,'the following kwo (2) courses; l) . 5.30 ° 08'12 "E., a dista of 152.25 feet; 2) S.50 22'25 "E., a distance of 29.00 feet; thence S.52 30'00 "W., a distance of 13.07 feet; thence S..30 2.2'00 "E., a distance 8f 119.42 feet; thence S.56 26'16 "W., a distance of 49.06 feet; thence N.30 22'00 "W., a distance of 11.74 feet; thence S.52 39 a_distance og 307.71 feet; thence 5.50 22'00 "E., a distance of 151.82 feet; thence S.39 26'16 "W., a distance of 49.00 feet.; thence N.50 "W., a distance og 161.19 feet.; thence 5.45 39 "W., a distance of 389.84 feet; thence S.50 33'44 "E., a distance of 99.11 feet; thence S.39 26'16 "W., a , ,distance og 40.00 feet; thence N.50 33'44 "W., a distance of 293.47 feet; thence S.45 39'33 "W., a distance of 8.90 feet; thence S.76 35'00 "W., a distance of 144.00 feet; thence S.07 35'00 "W., a distance of 2x5 :00 feet; thence 5.59 ° 05'00 "W., a distance of 1 feet; thence N.39 38'00 "W., a distance oS 57.50 feet; thence N.21 52'00 "E., a distance of 2x0.00 feet; thence N.85 21'57 "W., a distance of 2 feet; thence N.49 09'34 "E., a distance of 922.00 feet; thence N.62 14'59 "E., a distance of 551 :95 - feet to the point of beginning. Containing 8..86. + acres. /V. EXHIBIT "A" Description (Dmainage retention pond site) / 0 1/ / 3 - )3 SHEET / OF 3 JOB No. fl N.39 38' 14-" W. 571 50' ,o 6 54 05'00"1 /44.00' c•I 9 • • / ci2Z e poly / A 385,917.2o53.-f-/: 8.ee Ro C. h _F Pc 307 'rialP ' CO" \\ 10' 121" I \ fr° 5 5 / 9 5' = 6 . 1 4C0a) 1 1 1 1 1 1 11 11 7 1 e 61- Pc-r5 . a EXHIBIT "A" of J P EEP Description (Drainage retention pond site) That portion of the NE3/4 NW3/4 and the NW3/4 NE3/4 of Section 25, T.25N., R.44E.W.M., Spokane County, Washington, being more particulary.described as follows: Beginning at a point that is 5,89 a distance of 626.85 feet from the Na corner of Section 25, said point being common to the north boundary of Section 25 and- west boundary of Leo N. ..Cashatt and oters, as established survey performed by Adams Engineering in 1976; thence , along sa Cashatt west west boundary, following kio (2) courses; • 1) S.30 08'12"E.., a distace of 152.25 feet; 2) S.50 22'25"E., a distance of 28.00 feet; thence S.52 3000W., a distance of 138.07 feet; thence S.30 22'00"E., a distance 8f 119:42 feet; thence S.56 26'16"W., a distance of 48.06 feet; thence N.30 22'00"W., a distance of 118.74:feet; thence S.52 39 a distance oS 307.71 feet; thence S.50 2200"E., a distance of 181.82 feet; thence S.39 2616W., a distance of 400 feet; thence N.50 2200"14:, a distance oS 161.19 feet; thence 5.45 39'33"W., a distance of 389.84 feet; thence S.50 33'44"E., a distance of 99.11 feet; thence S.39 26 a.. distance of 40,00-feet; thence N.50 3344W., a distance of 23.47 feet;Ahence 5.45 .a distance of 8.90 feet; thence S.76 35'00"W., a distance of 144.00 feet; thence S.07 35'00"W., a distance of 25.00 feet; thence 5.59.05'00"W., a distance of _e4.00 feet; thence N.39 33 a distance oS 57.50 feet; thence N.21 52'00"E., a distance of 20.00 feet; thence N.85 21 a distance of 2g1.12 feet; thente N.49 09'34"E., a diStance of 922.00 feet; thence N.62 14'59"E., 6 distance of 551.95 feet to the point of beginning. Containing 8.86 + acres. SHEET OF 3 JOB No. ' u11111114Y�6oLhu411g1Y14011ll1Yi�6llalW I Id::lyli to • • 01 • / / Ro +ch4'ord Acres RIDGEMONT ESTATES moo• 25 4\ 0 1 a i . O_ '� ,00.\ ay CIS , ' N te: .. .. Dry we i, 0) � ! Dr4in e _ / 9 bd Q `oc :\ a/t Shee¢ q y P o� CO_ 0i ) f \0 /oo I, i r- to ea!! pry W e II See p r4lnQ ° 91 Detail Sheell 0 Ga° 14 /6 7H 9 P k, y0 '< v q q 0 q4 a• a yova yk, q8 ' O O 55 • I/1 C o r se r a g$ 99 5 q a • -h n i l • 0 2 c0 00 ,/ a't -f- / / r • i i O 5r � .,� I to or 'arc:ker. Rip Rap p Qitch With loc\ rock of G olinm. ! / 99 • E/eNeo.4- o n /4\ Excava-Fe Difch at 8:/ Side slope From Pond -Fo 11 /\ / / Over -Flow From 6 Pond i 0. To Re +eni-ion Pond -- -- _ \/ --9 iP / ' ,..___ 4 1 too a 0) A o ° 0. A. \ . -, q o Y - �� _ 5. 76 ° 3 5.00 W \ �— _ -- a q� ` 0 - 144,00• — . -- 0 /RETENTION POND G t Acres .r ./ / R)DGEMONT ESTATES . 0 9 0 / .r / Rip Rap p /ong Both Bonk Sicjes of Pond with loco r'oc.k 6,"dia. or /ang er , /Wang Ditch Rrea. Cut bank edge clone di }ch line s" }o 104' Elev. •14• ° 0 s' O 5• Sq 14 • 0 40 . o , m of Dirt ` CV /• Exis+ins Easement lo y- f q q c t P k. Lo -r 9a 3 WW1idhIW!J41i, Ad114l411110141il0,1Ild ■1■dliidlidi'hl N a) a) 11.11141Wlud11IIM Olaw u6il dllalddl4a A41drlV z a I 1 064; CULVERT HEADWALL DETAILS! FRONT VIEW CURB NTS '‘ \ ‘ti VARI :S 3 EACH d ROUGH REIN. Roos AS TRASH ScREEN #1 REBA R TRASH ScR Eli!" PAVING TO P VIEW 2 MIN. CMP CULVERT CONCRETE E RING 'le DITCH 6 P 0 j)\ GROUT BRO REBAR 6"), 6," OPENING 2 1 /64: Reba(' Mesh ^ RING (111fi',1 b SIDE VIEW CURB PAVING \'\`. " " MIN. 18" COVER PIPE CUT AT 4-5 ANGLE W ITH ste RE8AR TRASH SCREEN BENT AND PLACED IN CONCRETE. INSTALL SINGLE DEPTH DRY WELL. WITH CAST IN PLACE CONCRETE RING t REBAR GRATE COVER , oo s .0p op CIIvt? CULVERT SLOPS AS SPECIFIBID POND RETENTION AREA. 2 INLET STRUCTURES VISQUZEPI LAY5R. o , Tt'J 5TA-t- 2.0 'Yds. OF WAS r-1 D vtiveR R1.1 N GRAVE L- PAVING azsgs2msfdir 40',1 1/ 0 0 SIDE VIEW •, 10" CNIP TOP VIEW 10" CMP TYPICAL CULVERT - CATCHBASIN CONNECTION N T 5 CURB • CMP CURB I rilf 10110 ULU _ 24" C M P 05 mvwfittsmouggraym. o 4 51, TYPE ITC CURB INLET 'PER APWA S&c3. Plon 59 WITH CURB GUTTER GRATE / 419 7 /1/0 • - • o.I L L Q ■ 4 t` 4 t •sa I 41, 114 1141i tl'e I I .1.4 1.1,1 1 LLI 7 1 2 2 0 crr 3 uJ 0 a. uJ 1- D (f) •0 ' a , z 7 0 f) _J >- 0 0 • • • C_ )•• Ce tel O. kW Se =a 0 wog 0 Lar. c0 0 t.0 tig r$-• am 0 0 - 1"c rr P E 51 2:4" – 12a' 1,..:51 E LI:)P ,-:-- 5 4 CONsT. cuRta f •s•tirrice 11 : 4 1,1 4 1 - . LIP • s )Ail. Pt. 21 i ' ES. 00 , , '‘ .' ,.- ,-. •ct:. L9 VERA il. ,,., ,.: - '- ,-; 4 0• v ''' '' N T u _...5...7._. .............____ ‘ r,; r 0 --lk . it :t. ,:•:-: ; " c..) . c, .7, OTTER INLer DIRE-e-TLY t Not e : 5 EE r)fRP.Its1Ac,r...:-. f."_,E 'T" A 1 L \.J. , ? . 4 . 217' So 00 shlt:::.‘L.- r •::' ,..`7 At/ iv , •7..,E ‘ R . ucTu p s .,...,5 c i s . 7 1 . . . ,;•.'-v •:, ..r• , L . •r -_-_ 1 0 1 ,.". , ‘ C_ - , 0 C_ = i 9 ':-. • 15 - 7 5 2t7 t ‘‘. Cr r I DRAt 2,14 30,1. 1 N o 0 'r oe a- . • ........ 4 0 4 7 I t -- ,-";P•• .., •::.', R it T E- f.4 EPRE I) EL E V, eiso.ra- ........ ....... U.1 4 :0 0 Li; ....... ... .... 4- , t-. CI 5 . I 3 CREST DRIVE ......... ...... 0 IT 0 ...... ..... • oe 15' R • 1?0, a r P , 31. Ea I I '16' E. E NVT I 0 5 ..... .... ..... 0 ........ ,(1) •-r) 1- 0) (13 I " LI ":•.; A . ? . , • r,v - r• 1.■•■ • 7 •y /,/ , f 7 , J/ / , / c •-• ,.: 7. 7 / / /7 ,7 / '' / ."1 ' / // / .,,,.._ '‘. '' (--. :- -) .- 0- ' : / / , ,,___, a 7 4 ' . ./ Q i t .,, 4:" /, • 2C) ..... ..... ... .. . 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