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PE-976A-75I After Recording Return to: Spokane County Engineer Attn: Engineering Administration RESOLUTION NO. I4i5A Nom' BEFORE THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON IN THE MATTER OF ESTABLISHMENT OF BOULDER, CONKLIN AND LARCH ROADS, ) R E S O L U T I O N BROAD AND OLYMPIC AVENUES AND ) LILLIAN, LARCH AND EASTLAND COURTS ) ESTABLISHMENT COUNTY ENGINEER'S ROAD FILE NO. 2506 AND 62 "S" ) No Assessor's Tax Parcel Number assigned - Public Roadways This being the day set for the hearing on Spokane County Engineer's Report on the proposed establishment of BOULDER, CONKLIN AND LARCH ROADS, BROAD AND OLYMPIC AVENUES, LILLIAN, LARCH AND EASTLAND COURTS, proceedings for which were initiated by PRELIMINARY RESOLUTION NO. 97 -1029, 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 rights of way have been dedicated as public roads, 50 and 60 feet wide, and that said roads are a public necessity and the same should be opened and established as County roads. THEREFORE BE IT RESOLVED by the Board of County Commissioners of Spokane County, Washington, that the hereinafter described roads as reported by the Spokane County Engineer on the 2nd day of December, 1997, being more particularly described as follows: BOULDER ROAD - 60 foot wide right of way, from the north right of way line of Broad Avenue north to the south line of Lot 20 Block 2 (one foot strip) of Wellesley Manor 4" Addition. BROAD AVENUE - 50 foot wide right of way, from the west line of Lot 6 Block 2 (one foot strip) of Wellesley Manor 3r Addition east including Lot 14 Block 6 (one foot strip) of Chinook No. 2 Addition to the east line of Lot 7 Block 4 (one foot strip) of Chinook No. I Addition. OLYMPIC AVENUE - 50 foot wide right of way, from the east line of Lot 10 Block 2 (one foot strip) of Chinook No. 1 Addition west to and including cul -de -sac of Chinook No. 4 Addition. LARCH ROAD - 50 foot wide right of way, from the south right of way line of Olympic O xcI OF COUNTY ENGINEER ROBERT S. TURNER COUNTY ENGINEER January 7, 1977 Mr Kenneth Tupper East 12929 Sprague Avenue Spokane, Washington 99206 RE: Wellesley Manor 4th Addition RF 2506 PE 976 Dear Mr. Tupper: Please be advised that the Board of County Commissioners will establish the roads in the subject subdivision on January 20, 1977. Enclosed for your information is a copy of the Preliminary Resolution setting the date for the final hearing and establishment of this subdivision. If we may be of further assistance to you in this matter, please call me at 456 -3600. Very truly yours, Robert S. Turner, P.E. Spokane County Engineer Gerald D. Masgai, L.S. Plat Supervisor „n SPOKANE COUNTY COUNT NOUSC MINUTES AUGUST 13, 1976 PRELIMINARY SUBDIVISION, EXTENSION OF TIME PE- 976A -76 - WELLESLEY MANOR 4TH ADDITION ZE- 46A -76 - AGRICULTURAL TO SINGLE FAMILY RESIDENTIAL (R -1) Planting Department Recommendation: No action is necessary since the final Plat has been filed. A. GENERAL DATA: a. Location: Section 36, Township 26 N., Range 44, E.W.M. Beginning at the S 1/4 corner of said Section 36; thence N. 89 along the S line of ';,aid section a distance of 1,325.34 feet; thence N01 "E 336.02 feet to the true POB: thence N 01 "E 464.16 to a point on the N line of the South 800 feet of said SE 1/4; thence 589 1,337.47 Beet to a point on the E line of the SW 1/4 of said section; thence S02 22'36 "W 269.32 feet to a point on the N line of Broad Avenue as shown on the plat of Wellesley Manor Third Addition; thence Wly along the N line of Broad Avenue as follows: N89 'W 165.67 feet; thence along a curve to the left with a radius of 220.88 feet and a central angle of 23 an arc distance of 88.99 feet; thence 567 337.16 feet; thence along a curve to 6he right with a radius of 336.75 feet and a central angle of 23 05' an arc distance of 147.76 feet; thence N89 594.47 feet to the true POB. b. Sponsor:, Tupper Realty, Inc. East 9803 Sprague Avenue Spokane, WA 99206 C. Engineer: Clarence E. Simpson Engineers, Inc.. North 909 Argonne Road Spokane, WA 99206 d. Site Size: 12.26 Acres e. Number of Lots: 32 f. Land use proi-osed by sponsor: Single family dwellings g. Existing Zoning: Agricultural, established April 24, 1942 h. Advertised. ?.one Upgrading: Single Family Residential (R -1) i. Preliminary plat given conditional approval to August 1, 1976. j. Request an extension of time to August 1, 1977. -10- West 808 Sprague Aacnnc Spokane, Washington 99201 AService of (509) 838 -3685 Transamerica Corporatio R IV Transamerica Title Insurance Co suN 2 in \ CERTIFICATE TO PLAT SNivM��t �UM�SSi9ty �� P,�vNina c�onn Order No. 76624 -M Certificate for Filing Proposed Plat of WELLESLEY MANOR 4TH ADDITION Spokane County Planning Commission N. 811 Jefferson Spokane, Washington Gentlemen: In the matter of the plat submitted for your approval, this Company has examined the records of the County Auditor and County Clerk of Spokane County, Washington, and the records of the Clerk of the United States Courts holding terms in said County, and from such examination hereby certifies that the title to the following described land situate in Spokane County, to -wit: As Hereinafter Set Forth; VESTED IN: LeROY KHILSTADIUS, as his separate property. EXCEPTIONS: 1. 1% excise tax, if unpaid. 2. Liability to future assessments by Trentwood Irrigation District No. 3. 3. CONTRACT OF SALE AND THE TERMS AND CONDITIONS THEREOF: Seller: LeRoy Khilstadius, as his separate property Purchaser: T. D. C., Inc. Dated: June 17, 1975 Recorded: June 23, 1975 Recording No.: 7506230399 in Official Volume 231, page 1054. Covers: This and other property. (continued) Order No. 76624 -M Description June 16, 1976 DESCRIPTION: That portion of the Southeast quarter of the Southwest quarter of Section 36, Township 26 North, Range 44 E. W. M., described as follows: Beginning at the South quarter corner of said Section 36; - thence North 89 ° 42' West along the South line of said section • distance of 1325.34 feet; thence North 01 ° 30'30" East • distance of 336.02 feet to the true point of beginning; thence North 01 ° 30'30" East a distance of 464.16 feet to a point on the North line of the South 800 feet of said Southeast quarter; thence South 89 ° 42' East a distance of 1337.47 feet to a point on the East line of the Southwest quarter of said section; thence South 02 °22'36" West along said line a distance of 269.32 feet to a point on the North line of Broad Avenue as shown on the plat of WELLESLEY MANOR THIRD ADDN., as per plat thereof recorded in Volume 12 of Plats, page 35; thence Westerly along the North line of Broad Avenue as follows: North 89 °42' West a distance of 165.67 feet; thence along a curve to the left with a radius of 220.88 feet and a central angle of 23 °05' an arc distance of 88.99 feet; thence South 67 °13' West a distance of 377.16 feet; thence along a. curve to the right with a radius of 366.75 feet and a central angle of 23 ° 05', an arc distance of 147.76 feet; thence . North 89 °42' West a distance of 594.47 feet to the true point of beginning; Situate in the County of Spokane, State of Washington. Page 2 Order No. 76624 -M NOTE 1: General taxes for the year 1976 have been paid in full in the amount of $462.29, including Fire Patrol Tax and Weed District Tax, covering this and other property (Parcel No. 36643- 9003). Records examined to June 16, 1976, at 8:00 A. M. TRANS'AMERICA nTI''TrrLE INSURANCE CO. B y : Phyllis B. Vaughan CC: Tupper Realty, Inc. cc: Clarence E. Simpson Engineers, Inc. hm i� E TRANSAMERICA -TITLE INSURANCE COMPANY �� W. - 'PR',GUE AVENUE SPOKANE, WASHINGTON 99201 . scs N W T E � S This pnnt is made solely for the purpose of assisting no' 9,979(• in locating said premises and the company assumes no nBf'9bW lianili;y for variations, if any, in dimensions and I location ascertained by actual survey. 0 3` 6 f2, lB - // ' C7/14 lipor:/ t L 1, ?? rt cJt!rionL D'rr Off 0 . `,y} ?• 0 I ., "'__ sairi4 ss23- r. �rss�. isp , ^BG7 e '39es'o7-08 •f,K% �.�V ' '3 :I.I.ESLY: - NOR'Ro ...y TRAVERSE ANALYSIS OF WELLESLEY MANOR 4TH ;. SURVEYOR: CLARENCE E SIMPSON L , N909 ARGONNE RD SPOKANF WN Q92n6 n,. I % 926 -1322 CHECKED BY: GERALD D MASGAI LS DATE: 06/29/76 1 CL N 1 30 30E 281.010 1 - - -- LATITUDES - - - -1 1 - -- DEPARTURES - - - -I - -•• -•- 9LCK - - -- LOT - - -- - BEARING - -- -- - -- DISTANCE -- - -- --- N 0 R T H S --- - - - - -- -- 0 U T H - - - - - -- - E A S T W E S T -- - - - - -- --- - - - - -- PLAT BDRY N 1 30 30E 464.160 463.999 0 12.218 PLAT BDRY S 89 42 OE 1337.470 CL 7.003 1337.452 _ PLAT BDRY S 2 22 36W 269.320 +CURVE: 269.038 11.168 PLAT BDRY N 89 42 OW 165.670 0.867 1 165.668 PLAT BDRY S 0 18 OW 220.880 17.426 220.877 1.157 -- PLAT BDRY N 22 47 OW 220.880 203.646 288.975 85.535 E - CURVE: DELTA = 23 5 0 RADIUS = 220.880 LENGTH = 88.988 TANGENT = 45.106 PLAT BDRY S 67 13 OW 377.160 391.750 146.054 347.732 PLAT BDRY N 22 47 OW 366.750 338.135 RADIUS = 142.023 PLAT BDRY S 0 18 OW 366.750 42 366.745 1.920 +CURVE: DELTA = 23 5 0 RADIUS = 366.750 LENGTH = 147.756 TANGENT = 74.894 PLAT BDRY N 89 42 OW 594.470 3.113 --- - - - - -- --- - - - - -- 594.462 --- ---- -- - ---- ---- 1009.760 1009.768 1349.669 1349.665 AREA = 533832: S1 FT ( 12.26 ACRES) 1 CL N 1 30 30E 281.010 280.913 7.397 1 CL S 89 42 OE 477.550 2.501 477.543 1 CL S 0 18 ow 338.430 20.000 338.425 0.105 1.772 1 CL N 67 13 OE 338.430 131.056.- = 30.994 312.024 19.583 +CURVE: DELTA = 66 55 0 RADIUS = 338.430 LENGTH = 395.258 TANGENT = 223.648 1 CL S 22 47 OE 45.000 41.489 17.426 1.641 1 CL S 67 13 OW 70.000 121.375 27.107 288.975 64.538 1 CL N 22 47 OW 391.750 361.184 = 366.060 TANGENT = 151.704 1 CL S 0 18 OW 391.750 391.745 2.051 +CURVE: DELTA = 23 5 0 RADIUS = 391_750 LENGTH = 157.828 TANGENT = 79.999 l CL N 39 42 OW 595.000 3.116 = 31.416 TANGENT = 594.992 --- - - - - -- --- - - - - -- --- - - - --- --- - -- - -- 776.268 801.267 814.391 815.057 AREA = 22L431. SQ FT ( 5.08 ACRES) ******THE CLOSURE OF THIS TRAVERSE EXCEEDS THE MAXIMUM ALLOWABLE ERROR. 1 SL N 1 30 30E 215.990 215.915 5.685 -- 1 SL S 88 29 30E 20.000 0.526 19.993 1 SL N 0 18 OE 20.000 20.000 0.105 +CURVE: DELTA = 88 47 30 RADIUS = 20.000 LENGTH = 30.994 TANGENT = 19.583 1 SL S 89 42 OE 433.490 2.270 433.484 1 SL S 0 18 OW 313.430 313.426 1.641 1 SL N 67 13 OE 313.430 121.375 288.975 +CURVE: DELTA = 6b 55 0 RADIUS = 313.430 LENGTH = 366.060 TANGENT = 207.127 1 SL S 57 13 OW 20.000 7.745 18.440 1 SL S 22 47 OE 20.000 18.440 7.745 -- +CURVE: DELTA = 90 0 0 RADIUS = 20.000 LENGTH = 31.416 TANGENT = 20.000 I SL S 67 13 OW 25.000 107.570 9.681 23.049 1 SL N 22 47 OW 366.750 338.135 96.000 142.023 1 SL S 0 1 8 OW 366.750 30 366.745 1.920 +CURVE: DELTA = 23 5 0 RADIUS 366.750 LENGTH = 147.756 TANGENT = 74.894 1 SL N 89 4 2 OW 549.030 2.875 0 549.022 1 SL N 0 18 OE 20.000 20.000 0.105 88 -- 1 SL N 88 29 3OW 20.00.0 0.526 DELTA 19.993 +CURVE DELTA = 91 12 30 RADIUS 20.000 LENGTH -- - - - - - -- --- = 31.838 TANGENT = - - - - -- --- - - ---- 20.426 --- - - - - -- 718.8Z6 718.833 756.092 7 56.089 AREA 172382. S8 FT ( 3.96 ACRES) 1 1 N 1 30 30E 107.570 107.533 2.831 S 1 1 S 89 42 OE 96.000 0.503 95.999 3GW 1 I S 1 30 30W 128.000 127.956 313.430 3.369 1 1 N 89 4 2 OW 75.570 0.396 OE 75.569 1 1 N 0 18 OE 20.000 20.000 0.105 LO 1 I N 88 29 30W X .000 0.526 67 19.993 +CURVE: DELTA 91 12 30 RADIUS = 20.000 LENGTH 31.838 TANGENT 20.426 --- - - - - -- 128.455 -- - - - - -- 128.458 --- - -- - -- 98.935 - -- - - -- -- 98.931 AREA 12195. SO FT ( 0.28 ACRES) .LOTS 2 THRU 5 E LO THRU 12 ARE IDENTICAL 1 2 N 1 30 30E 128.000 127.956 3.369 -- 1 2 S 89 42 OE 96.000 0.503 95.999 1 2 S 1 30 3GW 128.000 127.956 3.369 1 2 N 89 42 OW 96.000 0.503 95.999 - -- - -- --- - - - --- --- - - - - -- --- - - - - -- _. 128.458- 128.458 -- 99.368 99.368 _ AREA 12285. SO FT ( 0.28 ACRES) 1 6 N 1 30 30E 128.000 127.956_ 3.369 1 6 S 89 42 OE _ 120.000 0.628 119.998 1 6 S 7 20 41E 125.610 124.579 16.056 1 6 N 7 35 44W 366.750 363.532 48.477 +CURVE= DELTA 7 53 44 RADIUS 366.750 LENGTH 50.539 TANGENT 25.310 1 6 N 89 42 OW 89.460 0.468 89.459 --- - - - - -- --- - -- - -- --- - - - - -- --- ---- -- 491.956 491.953 139.425 139.856 AREA 16559. SO FT ( 0.38 ACRES) k *4 * # 4THE CLOSURE OF THIS TRAVERSE EXCEEDS THE MAXIMUM ALLOWABLE ERROR. 1 7 N 7 20 41W 125.610 124.579 16.058 1 7 N 33 37 13E 78.680 65.519 43.564 1 7 S 37 1 5OW 313.430 ` 250.216 188.760 1 7 N 67 13 OE 313.430 121.375 288.975 +CURVE: DELTA = 30 11 LO RADIUS = 313.430 LENGTH = L65.130 TANGENT = 84.529 1 7 S 67 13 OW 20.000 7.745 18.440 1 7 S 22 47 OE 20.000 18.440 7.745 +CURVE= DELTA = 90 0 0 RADIUS = 20.000 LENGTH = 31.416 TANGENT = 20.000 1 7 S 67 13 OW 25.000 9.681 23.049 1 7 N 22 47 OW 366.750 338.135 142.023 1 7 S 7 15 44E 3h6_75(1 ah3_517 4R_477 *CURVE: DELTA = 15 11 16 RADIUS = 366.750 LENGTH = 97.217 TANGENT = 48.895 --- - - - --- --- - - - --- --- - - - - -- --- - - - - -- 64 4. -60 a 6A4.A1 3 �8_.7E1 3 88_.33_0 AREA = 17552. SO FT ( 0.40 ACRESI l *****"THE CLOSURE OF THIS TRAVERSE EXCEEDS THE MAXIMUM ALLOWABLE ERROR. 1 3 N LO 6 20E 126.460 124.498 1 3 S 8 41 46W 313.430 7 .189 47.389 ' 4 U IV JI 1 JVC JlJ.7JV CIV.CLU 30E LVU. IVV 127.956 +CURVE: DELTA = 28 20 4 RADIUS = 313.430 LENGTH = 155.000 TANGENT = 79.119 1 8 S 33 37 13W 78.680 69.069 65.519 - 1 43.564 1 8 N 89 42 OW 120.000 0.628 19.993 313. 119.998 1.641 -•- 1 9 N 8 41 46E 313.430 309.827 DELTA 47.389 88 - - - -- --- 375.342 - - - - -- -- 375.346 - - - - - -- --- 210.949 - - - - -- 210.951 23 46 RADIUS = 313.430 LENGTH AREA = 14385. 50 FT ( 0.33 ACRES) - - -• 1 9 N 1 30 30E 128.000 127.956 1.157 3.369 1 1 9 S 89 42 OE 69.070 - CURVE: 0.362 69.069 13 - 1 9 S 0 18 OW 313.430 19.993 313. 13 1.641 -•- 1 9 N 8 41 46E 313.430 309.827 DELTA 47.389 88 +CURVE: DELTA = 8 23 46 RADIUS = 313.430 LENGTH = 45.930 TANGENT = 23.006 1 9 S 10 6 20W 126.460 S 124.498 30 22.189 1 9 N 89 42 OW 96.000 0.503 42 OW 95.999 _ ..., 95.999 --- - - - - -- --- - - - - -- --- - - - --- --- - - - - -- 438.285 438.285 119.827 119.829 AREA = 13475. SO FT ( 0.31 ACRES) AREA = 12204. SO FT ( 0.29 ACRES) 19 S 2 CL S 89 42. OE 1307.450 2 CL S 2 22 36W 294.340 309.827 6.846 1307.432 294.087 12.206 2 CL S 0 18 OW 220.P-80 220.877 1.157 2 1 13 N 1 30 30E 108.420 108.382 - CURVE: 2.854 1 13 S 88 29 30E 20.000 2 0.526 19.993 1 13 N 0 18 OE 20.000 20.000 S 0.105 +CURVE' DELTA = 88 47 30 RADIUS = 20.000 LENGTH = 30.99 TANGENT = 19.583 1 13 S 89 42 OE 76.420 0.400 76.419 1 13 S 1 30 30W 128.000 127.956 3.369 1 13 N 89 42 OW 96.000 0.503 95.999 AREA = 12204. SO FT ( 0.29 ACRES) 19 S 2 CL S 89 42. OE 1307.450 2 CL S 2 22 36W 294.340 309.827 6.846 1307.432 294.087 12.206 2 CL S 0 18 OW 220.P-80 220.877 1.157 2 CL N 22 47 OW 0.88 203.646 338.430 LENGTH = 395.258 TANGENT = 85.535 - CURVE: DELTA = 23 5 0 RADIUS = 220.880 LENGTH = 83.988 TANGENT = 45.106 2 CL S 67 13 OW 55.000 21.299 50.709 • 2 CL S 67 13 OW 252.160 97.648 232.485 - 2 CL N 22 47 OW 4 5 000 41 489 17 426 2 CL 5 67 13 OW 338.430 131.056 312.024 2 CL N 0 18 OE 338.430 338.425 1.772 - CURVE: DELTA = 6b 55 0 RADIUS = 338.430 LENGTH = 395.258 TANGENT = 223.648 2 CL N 89 4 2 OW 477.550 2.501 477.543 769.853 771.813 1314.025 1323.834 AREA = 341267. SO FT 1 7.83 ACRES) ***** THE CLOSURE OF THIS TRAVERSE EXCEEDS THE MAXIMUM ALLOWABLE ERROR. . r - 2 SL N 1 30 30E 137.570 137.522 2 3.621 1 2 SL S 89 42 OE 1252.420 2 6.558 1252.403 89 2 SL S 2 22 36W 250.030 N 249.815 18 10.368 2 SL N 87 37 24W 20.000 0.829 30W 20.000 19.983 2 SL S 0 18 OW 20.000 RADIUS = 20.000 20.426 0.105 +CURVE: DELTA = 87 55 24 RADIUS = 20.000 LENGTH = 30.691 TANGENT = 19.288 2 SL N 89 42 OW 86.340 0.452 66.339 2 SL S 0 18 OW 220.680 220.877 1.157. 2 SL N 22 47 OW 22.0.880 203.646 85.535 - - CURVE: DELTA = 23 5 0 RADIUS = 220.880 LENGTH = 88.988 TANGENT = 45.106 2 SL S 67 13 OW 10.000 3.872 9.220 2 SL N 22 47 OW 20.000 18.440 7.745 2 SL S 67 13 OW 20.000 7.745 18.440 - +CURVE: DELTA = 90 0 0 RADIUS = 20.000 LENGTH = 31.416 TANGENT = 20.000 2 SL N 22 47 OW 112.580 103.796 43.596 2 SL N 56 31 56W 45.000 24.816 37.539 2 SL S 10 57 56W 45.000 44.178 8.560 - CURVE: DELTA = 292 30 8 RADIUS = 45.000 LENGTH = 229.731 TANGENT = - 30.067 2 SL S 22 47 OE 112.580 103.796 43.596 - 2 SL S 67 13 OW 20.000 7.745 18.440 2 SL S 22 47 OE 20.000 18.440 7.745 +CURVE: DELTA = 9O 0 0 RADIUS = 20.000 LENGTH = 31.416 TANGENT = 20.000 2 SL S 67 13 OW 162.160 62.796 149.508 2 SL N 22 47 OW 20.000 18.440 7.745 2 SL S 67 13 OW 20.000 7.745 18.440 +CURVE: DELTA = 90 0 0 RADIUS = 20.000 LENGTH = 31.416 TANGENT = 20.000 2 SL S 67 13 OW 363.430 140.737 335.074 2 SL N 0 18 OE 363.430 363.425 1.903 - - - CURVE: .DELTA = 66 55 .0 RADIUS =_- 363.430 LENGTH -= - 424.456 _. TANGENT = 240.169 2 SL N 89 42 OW 431.590 2.260 431.584 2 SL N 0 18 OE 20.000 20.000 0.105 _ 2 SL N 88 29 30W 20.000 0.526 19.993 +CURVE: DELTA = 91 12 30 RADIUS = 20.000 LENGTH = 31.838 TANGENT = 20.426 --- --- - -- -- _- 894.152 -- - - -- --------- --- 894.304 - - - - -- 1309.373 -- --- - - -- 1309.368 AREA 276872. SO FT 1 6.36 ACRES) ******THE CLOSURE OF THIS TRAVERSE EXCEEDS THE MAXIMUM ALLOWABLE ERROR. 1 30 30E 137.570 137.522 3.621 2 1 S 89 42 OE 93.000 0.487 92.999 2 2 1 S 1 30 30W 158.000 157.945 4.159 2 1 N 89 42 OW 72.570 0.380 72.569 2 1 N 0 18 OF 20.000 20.000 0.105 2 1 N 88 29 30W 20.000 0.526 19.993 +CURVE: DELTA = 91 12 30 RADIUS = 2G.000 LENGTH = 31.838 TANGENT = 20.426 --- - - - - -- --- -- - - -- -- - --- --- -- -- - - - -- 158.428 158.432 96.725 96.721 AREA = 14601. SO FT ( 0.34 ACRES) -•• LOTS 2.3 E 4 ARE IDENTICAL 2 2 N 1 30 30E 158.000 157.945 4.159 2 2 S 39 42 OE 93.000 0.487 92.999 2 2 S 1 30 30W 158.000 157.945 4.159 2 2 N 89 42 OW 93.000 0.487 92.999 - -- - -- --- -- - - - ---- --- -- - - -- --- -- - - -- 158.432 158.432 97.158 97.158 AREA = 14691. SO FT ( 0.34 ACRES) r. .. 2 5 N 1 30 30E 158.000 157.945 9 4.159 36 2 5 S 89 42 OE 93.000 54 0.487 92.999 2 2 5 S 1 30 30W 158.380 9 158.325 55 4.169 2 5 S 2 20 47W 363.430 50E 363.125 14.879 2 5 N 0 18 OE 363.430 363.425 1.903 - CURVE= DELTA = 2 2 47 RADIUS = 363.430 LENGTH = 12.980 TANGENT = 6.491 2 5 N 89 42 OW 80.020 0.419 --- -- - - -- - -- - - - - -- --- - - - - -- --- 80.019 - - - - -- 521.789 521.937 99.061 99.067 AREA = 14706. SO FT t 0.34 ACRES) ******THE CLOSURE OF THIS TRAVERSE EXCEEDS THE MAXIMUM ALLOWABLE ERROR. 2 6 N 1 30 30E 158.380 158.325 4.169 2 6 S 89 42 OE 131.000 0.686 130.998 2 6 S 16 44 16W 178.530 170.966 51.415 2 6 S 15 44 43W 363.430 349.791 98.629 2 6 N 2 20 47E 363.430 363.125 L4.679 - CURVE: DELTA = 13 24 1 RADIUS = 363.430 LENGTH = 84.999 TANGENT = 42.694 --- - - - - -- --- 521.450 - -- --- 521.443 --- - - - - -- --- 150.046 -- - - -- 150.044 AREA = 17733. SQ FT 1 0.41 ACRES) - - -- - -2 7 - N 16 44 16E 178._530 17.0.966 _ _ 51.415 2 7 S 89 42 OE 110.000 0.576 109.998 2 7 S 0 i8 OW 55.000 54.999 0.288 2 7 S 29 14 53W 169.370 147.777 82.753 2 7 S 29 8 49W 363.430 317.410 177.009 2 7 N 15 44 4BE 363.430 349.791 98.629 - CURVE: DELTA = 13 24 1 RADIUS = 363.430 LENGTH = 84.999 TANGENT = 42.694 520.757 520.763 260.043 260.050 AREA = 20823. SO FT ( 0.48 ACRES) 2 8 N 29 14 53E 169.370 147.777 9 82.753 36 2 8 S 33 54 16E 112.660 54 93.504 62.843 2 2 8 S 36 28 56W 129.260 9 103.930 55 76.855 2 8 S 42 32 5OW 363. 50E 267.746 245.750 2 8 N 29 8 49E 363.430 317.410 177.009 - CURVE: DELTA = 13 24 1 RADIUS = 363.430 LENGTH = 84.999 TANGENT = 42.694 --- - - - - -- --- 465.188 - --- -- --- 465.181 - - - - -- 322.605 --- - - - - -- 322.605 AREA = 13852. SO FT ( 0.32 A 2 9 N 36 28 56E 129.260 103.930 76.855 2 9 S 33 54 16E 120.000 99.596 66.937 2 9 S 52 12 24W 111.910 68.580 88.434 2 9 S 55 56 51W 363.430 203.504 301.111 s + - ^- 2 9 N 42 32 50E 363.430 267.746 245.750 • - CURVE: DELTA = N 13 24 1 RADIUS = 363.430 LENGTH --- -- = 84.999 - - - -- - TANGENT = -- - - - - -- -- 42.694 - - -- 2 11 N 22 47 OW 120.000 - - - - --- 371.677 - 371.680 389.542 - -- 389.545 2 11 N 67 13 GE 101.080 AREA = 11904. SO FT ( 0.27 ACRES) 2 11 S 22 47 OE 100.000 92.198 38.725 8.560 I - 2 10 N 52 12 24E 111.910 68.580 7.745 88.434 18.440 • - 2 10 S 22 47 OE 120.000 11.272 110.637 46.470 43.565 2 10 S 67 13 OW 81.080 20.000 LENGTH 31.398 TANGENT = 74.754 • - 2 10 N 22 47 OW 20.000 18.440 31.398 --- - -- --- 199.363 7.745 • - - - -- - 2 10 S 67 13 OW 20.000 --- - - - - -- --- 149.780 7.745 --- - - - - -- --- 139.663 18.440 - +CURVE: DELTA = 90 O 0 RADIUS = 20.000 LENGTH = 31.416 TANGENT = 20.000 2 10 S 67 13 OW 363.430 AREA = 140.737 SO FT ( 335.074 • - - °^ 2 10 N 55 56 51E 363.430 203.504 301.111 - CURVE: DELTA = 11 16 9 RADIUS = 363.430 LENGTH = 71.481 TANGENT = 35.856 290.523 290.517 436.015 436.012 - AREA = 10846. SO FT ( 0.25 ACRES) 2 12 N 33 54 16W 175.000 145.245 97.617 2 11 N 22 47 OW 120.000 110.637 39.050 150.930 46.470 2 11 N 67 13 GE 101.080 39.143 11.272 93.193 2 11 S 22 47 OE 100.000 92.198 38.725 8.560 2 it S 67 13 OW 20.000 45.000 LENGTH 7.745 TANGENT = 18.440 2 11 S 22 47 OE 20.000 11.272 18.440 7.745 43.565 +CURVE: DELTA = 90 0 0 RADIUS = 20.000 LENGTH = 31.416 TANGENT = 20.000 2 11 S 67 13 OW 81.080 --- - - - - -- -- 145.245 31.398 --- - -- --- 199.363 74.754 --- - - - - -- --- 149.780 - - - - -- 149.780 --- - - - - -- --- 139.663 - - - - -- 139.663 --- AREA = 12044. SO FT ( 0.28 ACRES) . 2 12 N 33 54 16W 175.000 145.245 97.617 2 12 S 75 29 39E 155.900 54.995 39.050 150.930 2 12 S 75 29 39E 45.000 11.272 43.565 2 12 S 10 57 56W 45.060 44.178 42.007 8.560 - CURVE: DELTA = 93 32 25 RADIUS = 45.000 LENGTH = 73.466 TANGENT = 47.870 2 12 S 22 47 OE 12.570 11.272 11.589 4.868 43.565 2 12 S 67 13 OW 101.080 LENGTH 39.143 TANGENT 93.193 2 13 N 75 29 39W 155.900 --- - - - - -- -- 145.245 ---- --- --- 145.232 --- - -- --- 199.363 - - - - -- 199.370 AREA = 12334. SO FT ( 0.28 ACRES) 2 13 N 33 54 16W 67.660 56.156 37.741 ' 2 13 N 0 18 OE 55.000 54.995 0.288 2 13 S 89 42 OE 180.000 0.943 179.998 2 13 5 16 56 33E 144.150 137.894 42.007 -• 2 13 S 16 56 33E 45.000 43.047 13.114 2 13 N 75 29 39W 45.000 11.272 43.565 - CURVE: DELTA = 53 33 6 RADIUS = 45.000 LENGTH = 45.986 TANGENT = 25.228 2 13 N 75 29 39W 155.900 39.050 150.930 --- - - - - -- -- 161.476 - - - - - -- 181.883 -- - -- -- -- 235.406 --- - - - - -- 232.237 AREA = 27868. SO FT ( 0.64 ACRES) ****** CLOSURE OF THIS TRAVERSE EXCEEDS THE MAXIMUM ALLOWABLE ERROR. • 2 N 16_5_6_33W 22 144.J-50 13Z• 17.580 16.208 4 2.00 7 2 14 S 89 42 OE 226.650 56 1.137 226.647 45.000 •L - 2 14 S 50 2 24W 190.190 15 122.150 50 145.779 • 2 14 S 50 2 24W 45.000 2.932 28.901 DELTA 34.492 2 14 N 16 56 33W 45.000 43.04? TANGENT = 33.559 13.114 i - CURVE: DELTA = 66 58 57 RADIUS = 45.000 LENGTH = 52.608 TANGENT = 29.775 32.516 2 15 S 0 - -- -- - - -- --- - -- - -- --- -- ---- --- - - - - -- • TANGENT = 0.762 -•- 2 15 180.940 152.238 226.647 235.392 • 18.440 46.601 135.162 AREA = 16166. SO FT 1 0.37 ACRES) ******THE CLOSURE OF THIS TRAVERSE EXCEEDS THE MAXIMUM ALLOWABLE ERROR. --- - - - - -- 2 15 N 22 47 OW 17.580 16.208 135.162 6.808 2 15 N 56 31 56W 45.000 24.816 124.998 133.268 37.539 2 15 N 50 2 24E 45.000 28.901 219.656 34.492 2.932 - CURVE: DELTA = 73 25 40 RADIUS = 45.000 LENGTH = 57.670 TANGENT = 33.559 2 15 N 50 2 24E 190.190 122.150 64.568. 145.779 32.516 2 15 S 0 l8 OW 145.480 20.000 LENGTH 145.478 TANGENT = 0.762 -•- 2 15 S 70 58 37W 142.970 18.440 46.601 135.162 2 16 S 67 13 OW 20.000 - -- -- - - -- - -- - -- - -- --- - - - - -- --- - - - - -- +CURVE: DELTA = 90 0 0 RADIUS = 192.076 192.079 180.271 180.270 - 2 16 N 22 47 OW 95.000 AREA = 15344. SO FT ( 0.35 ACRES) 2 16 N 70 58 37E 142.970 46.601 135.162 2 16 S 0 18 OW 125.000 124.998 133.268 0.654 2 16 S 6 2 4E 220.880 219.656 23.220 2.932 2 16 N 22 47 OW 220.880 203.646 85.535 - - - - - -,- - C- URVE:.DELTA 17 = 16 44.56 -_ - RADIUS = 220.880.. LENGTH 64.568. _ TANGENT = 32.516 2 16 S,67 37 13 OW 10.000 20.000 LENGTH 3.872 TANGENT = 9.220 2 16 N 22 47 OW 20.000 18.440 7.745 2 16 S 67 13 OW 20.000 7.745 18.440 +CURVE: DELTA = 90 0 0 RADIUS = 20.000 LENGTH = 31.416 TANGENT = 20.000 - 2 16 N 22 47 OW 95.000 87.588 = 24.420 TANGENT = 36.788 356.274 "' 356.272 `158.382 158.382 AREA = 13490. SO FT ( 0.31 ACRES) 2 17 N 0 18 OE 91.280 91.279 0.478 - 2 17 S B9 42 OE 133.270 0.698 133.268 2 17 S 2 22 36W 70.710 70.649 2.932 2 17 N 87 37 24W 20.000 0.829 19.983 2 17 S 0 18 OW 20.000 20.000 0.105 +CURVE: DELTA = 37 55 24 RADIUS = 20.000 LENGTH = 30.691 TANGENT = 19.288 2 17 N 89 42 OW 86.340 0.452 86.339 2 17 S 0 18 OW 220.880 220.877 1.157 2 17 N 6 2 4W 220.880 219.656 23.220 +CURVE: DELTA = 6 20 4 RADIUS = 220.880 LENGTH = 24.420 TANGENT = 12.222 312.216 312.224 133.746 133.735 AREA = 11783. SO FT t 0.27 ACRES) 2 18 N 89 42 OW 133.270 0.698 133.268 2 18 N 0 18 OE 89.940 89.939 0.471 2 18 S 89 42 OE 136.530 0.715 136.528 • 2 18 S 2 22 36W 90.000 --- - - - - -- --- 89.923 - - - - -- --- -- - - -- 3.732 --- - - - - -- 90.637 90.637 136.999 137.000 t� •� AREA = 12133. SO FT t 0.28 ACRES) 2 19 N 59 42 0W 136.530 0.715 136.528 2 19 N 0 18 OE 89.260 89.259 0.467 • 2 19 S 89 42 OE 139.770 0.732 139.768 2 19 S 2 22 36W 89.320 89.243 3.704 --- • - -- - - - - -- --- 89.974 - - - - -- 89.975 --- - - - - -- 140.235 --- - - - 140.232 AREA = 12331. SO FT t 0.28 ACRES) 5 , E TRAVERSE- A IN' ALYS.I5_.OF WELLESIEY MANOR 4TH SURVEYOR: CLARENCE E SIMPSON N969 ARGONNE RD SPOKANE WN 99206 926 -1322 CHECKED BY: GERALD 0 MASGAI LS DATE: C9 /22176 - - -- LATITUDES - - - -I I - -- DEPARTURES - - - -i BLCK LOT BEARING DISTANCE N 0 R T H S O U T H E A S T W E S T PLA GORY N 1 30 3CE 46 4.160 463.999 . 12.218 .5.665 PLAT BDRY S 89 42 QE 1337.470 280.913 7.603 1337.452 0.526 PLAT GORY S 2 22 36W 269.320 OE 269.088 477.543 11.168 PLAT BDRY N 69 42 OW 165.67C C.867 338.425 RADIUS = 165.66E PLAT BDRY S 0 18 OW 22C.880 131.056,' - 220.877 312.024 1.157 PLAT BDRY N 22 47 OW 22C.88C 203.64E = 395.258 TANGENT = 85.535 -CURVE: DELTA = 23 5 0' RADIUS = 220.880 LENGTH = 88.988 TANGENT = 45.106 PLAT BDRY S 67 13 OW 377.160 +CURVE: 146.054 = 347.732 PLAT BDRY N 22 47 OW 366.750 338.135 1 SL 142.023 PLAT BDRY S 0 18 OW 366.750 366.745 1 1.920 +CURVE: DELTA = 23 5 0 RADIUS = 366.750 LENGTH = 147.75E TANGENT = 74.894 PLAT BDRY N 89 42 OW 594.470 3.113 31.416 TANGENT = 594.462 --- - ----- -- - --- --- --- -- - - -- -- - - - -- -- 1009.760 1005.76E 13AS.EE9 1349.665 AREA = 533832. SO FT ( 12.26 ACRES) 1 CL N 1 30 30E 25.010 25.001 0.658 .5.665 1 CL N 1 30 30E 281.010 280.913 7.397 0.526 1 CL S 89 42 GE 477.550 OE 2.501 477.543 1 CL S 0 18 OW 338.430 47 338.425 RADIUS = 1.772 1 CL N 67 13 OE 338.430 131.056,' - 42 312.024 433.490 +CURVE: DELTA = 66 55 0 RADIUS = • 338':430" "LENGTH = 395.258 TANGENT = 223.648 1 CL S 22 47 OE 45.000 SL 41.489 17.426 13 1 CL S 67 13 OW 70.000 +CURVE: 27.107 = 64.53E 1 CL N 22 47 OW 391.750 361.184 1 SL 151.704 1 CL S 0 18 OW 391.750 391.745 1 2.051 +CURVE: DELTA = 23 5 0 RADIUS = 391.750 LENGTH = 157.828 TANGENT = 79.999 1 CL N 89 42 OW 595.000 3.116 31.416 TANGENT = 594.992 - -- - - - - -- -- - -- ---- -- - -- ---- --- ---- -- 801.274 801.267 815.049 815.057 AREA = 221440. SC FT ( 5.C8 ACRES) 1 SL N 1 30 30E 215.990 215.915 .5.665 1 SL S 88 29 3CE 2C.000 0.526 19.993 1 SL N 0 18 OE 20.000 20:000.: C. 105 +CURVE: DELTA = 88 47 30 RADIUS = 20.000' LENGTH 30.994'•, TANGENT.= 19.583 1 SL S 89 42 OE 433.490 2.270 433..484 1 SL S 0 18 OW 313.430 313.426 1.641 1 SL N 67 13 OE 313.430 121.375 288.975 +CURVE: DELTA = 66 55 0 RADIUS = 313.430 LENGTH = 366.060 TANGENT = 207.127 1 SL S 67 13 OW 2C.000 7.745 16.440 1 SL S 22 47 OE 20.000 18.440 7.745 +CURVE: DELTA = 90' 0 0 RADIUS = 20.040 LENGTH'= 31.416 TANGENT = 20.CCC J � I SL S 67 13 OW 25.000 107.533 9.681 2.831 23.045 1 SL N 22 47 OW 366.750 338.135 0.503 95.999 142.023 1 SL S 0 18 OW 366.750 65.519 366.745 16.488 1.920 +CURVE: DELTA = 23 5 0 RADIUS = 366.750 LENGTH = 147.756 TANGENT = 74.894 1 SL N 89 42 OW 549.030 2.875 366.745 0.105 549.022 1 SL N 0 18 OE 20.000 20.000 - 126.458 0.105 19.993 +CURVE: 1 SL N 88 29 30W 20.000 0.526 2C.42E 0.28 ACRES) 15.993 +CURVE: DELTA = 91 12 30 RADIUS = 20.000 LENGTH - -- - - - - -- --- 31.838 -- - - -- --- TANGENT = - 20.426 - DELTA = 90 0 0 AREA = 12195. SO FT ( 0.28 ACRES) - - - -- -- -- ---- 7 S 67 13 OW 25.000 AREA = 718.826 718.833 756.092 756:089 AREA = 172382. 'SO FT (; 3.96 ACRES);, " "';', 1 1 N 1 30 30E 107.570 107.533 2.831 1 1 S 89 42 OE 96.000 124.584 0.503 95.999 16.48E 1 I S' 1 30 30W 12 8.00 C 65.519 127.95E 16.488 3.365 1 1 N 89 42 OW 75.570 0.39E 250.216 75.565 1 1 N 0 18 GE 20.000 20.000 366.745 0.105 1.920 1 1 N 88 29 30W 20.000. 0.52E - 126.458 -- 99.368 19.993 +CURVE: DELTA = 91 12 30 RADIUS = 20.000 LENGTH = 31.838 TANGENT = 2C.42E 0.28 ACRES) 1 7 S 22 47 OE 128.455, 128.458 98.935 98.931 +CURVE: DELTA = 90 0 0 AREA = 12195. SO FT ( 0.28 ACRES) LOTS 2 THRU 5 E 10 THRU 12 ARE IDENTICAL 1 2 N 1 30 30E 128.000 127.956 3.369 1 2 S 89 42 CE 96.CCC 124.584 C.503 95.599 16.48E 1 2 S 1 30 30W 128.000 65.519 127.956 16.488 3.369 1 2 N 89 42 OW 96.COO 0.503 250.216 95.995 1 6 S 0 18 OW 366.750 121.375 366.745 288.975 1.920 +CURVE: DELTA = = 7 53 44 RADIUS = 128.458 - 126.458 -- 99.368 - -- 99.368 1 6 N 89 42 OW 89.460 AREA = 12285. SC FT ( 0.28 ACRES) 1 6. N 1 30 30E 128:CCO 127,.,95E• 3.369 1 6 S 89 42 OE 120:000 124.584 6 .6 28' 115.998 16.48E 1 6 S 7 32 21E 125.670 65.519 124.584 16.488 1 6 N 7 35 44W 366.750 363.532 250.216 48.477 1 6 S 0 18 OW 366.750 121.375 366.745 288.975 1.920 +CURVE: DELTA = = 7 53 44 RADIUS = 366.750 LENGTH = 50.539 TANGENT = 25.310 ` 1 6 N 89 42 OW 89.460 0.46E 7.745 85.455 1 7 S 22 47 OE 2C.000 18.440 7.745 +CURVE: DELTA = 90 0 0 RADIUS = 491.956 491.957 139.856 139.85E 1 7 S 67 13 OW 25.000 AREA = 16598. SO FT ( 0.38 ACRES) 1 7 .',S `7 35 44E, 366:750 363.532 48.477 +CURVE: DELTA = 15 11 16 RADIUS = 366.750 LENGTH 97.217 TANGENT = 42.023 48.895 1 7 N 7 32 21W 125.670 124.584 16.48E 1 7 N 33 37 13E 78.680 65.519 43.564 1 7 S 37 1 50W 313.430 250.216 188 1 7 N 67 13 CE 313.430 121.375 288.975 +CURVE: DELTA = 30 11 10 RADIUS = 313.430 LENGTH =-165.130 TANGENT = 84.529 1 7 S 67 13 OW 20.000 7.745 18.440 1 7 S 22 47 OE 2C.000 18.440 7.745 +CURVE: DELTA = 90 0 0 RADIUS = 20.000 LENGTH = 31.416 TANGENT = 20.000 1 7 S 67 13 OW 25.000 9.681 23.049 1 7 .',S `7 35 44E, 366:750 363.532 48.477 +CURVE: DELTA = 15 11 16 RADIUS = 366.750 LENGTH 97.217 TANGENT = 42.023 48.895 1 9 N 1 30 3CE 128.G00 127.956 3.369 649.612 645.613 38E.761 368.761 J 42 OE 69.070 0.362 69.069 1 9 S 0 AREA = 17526. SO FT l 0.40 ACRES) (� l N 8 41 46E 313.430 309.827 47.389, 2C.000 20.000 294.087 6.105 12.206 +CURVE= 1 8 N 10 6 2CE 126.460 124.49E TANGENT = 22.169 1 1 8 S 8 41 46W 313.430 0.400 309.827 1.026 47.385 1 8 N 37 1 50E 313.430 250.216 188.760 1 +CURVE: DELTA = 28 20 4 RADIUS = 313.430 LENGTH 155.000 TANGENT = 79:119 1 8 S 33 37 13W 78.680 128.882 65.519 99.368 43.564 1 8 N 89 42 OW 120.000 0.62E SO FT ( 0.28 ACRES) 119.998 CL N 22 47 OW 45.000 41.485 375.342 375.34E 21C.949 210.951 CL S 67 13 OW 338.430 AREA = 14385. SO FT ( 0.33 ACRES) 1 9 N 1 30 3CE 128.G00 127.956 3.369 1 9 S 89 42 OE 69.070 0.362 69.069 1 9 S 0 18 OW 313.430 313.426 1.641 1 9 N 8 41 46E 313.430 309.827 47.389, 9 S 10 6 20W 126.460 124.498 9 N 89 42 OW 96.000 0.503 22.189 95.995 - --- - - - -- - -- -- - - -- -- - -- -- -- --- - - - --- 438.285 438.285 119.E27 119.829 AREA = 13475. SO FT ( 0.31 ACRES) 1 13 N 1 30 30E 108.420 108.382 2.854 1' 13 S 88 29 30E 20.000 0.526 19.993 1 13 N 0 18 OE 2C.000 20.000 294.087 6.105 12.206 +CURVE= DELTA = 86 47 30 RADIUS = 20.000 LENGTH = 30.994 TANGENT = 19.583 1 13 S 89 42 OE 76.420 0.400 76.419 1.026 1 13 S 1 30 30W 128.000 180.597•' 127.956 3.369 1 13 N 89 42 OW 9E.CCC 0 7 5C3 = 78.916 TANGENT = q5.qqq 2 CL S 67 13 OW 55.000 128.885 128.882 99.371 99.368 2 CL S 67 13 OW 252.160 AREA = 12204. SO FT ( 0.28 ACRES) 2 CL N 1 30 30E 183.150 183.087 4.821 2 CL S 89 42 OE 1307.450 E.84E 1307.432 2 CL S 2 22 3EW 294.34E 294.087 12.206 2 CL N 89 42 OW 135.750 0.706 134.74E 2 CL S 0 18 OW 195.880 155.877 1.026 2 CL N 22 47 OW 195.880 180.597•' 75.854 - CURVE= DELTA = 23 5 0 RADIUS = 195.880 LENGTH = 78.916 TANGENT = 40.001 2 CL S 67 13 OW 55.000 21.299 50.70(; 2 CL S 67 13 OW 252.160 .97.648 232.485 2 CL N 22 47 OW 45.000 41.485 17.426 2 CL S 67 13 OW 338.430 131.056 312.024 2 CL N 0 18 GE 338.430 338.425 1.772 - CURVE= DELTA = 66 55 0 RADIUS = 338.430 LENGTH = 395.258 TANGENT = 223.648 2 CL N 89 42 OW 477.550 2.501 ----- - - -- --- -- -- -- -- --- - - -- 477.543 -- - -- -- -- 746.804 746.813 1314.025 1314.022 AREA = 337511. SO FT ('.: -7.76 ACRES) L JL N U lb Ut ZU.000 ZU.000' C. 105 '- 2 SL N 88 29 3OW 2C. 000 0.526 1q.993 +CURVE: DELTA = 91 12.30 RADIUS = 20.000 LENGTH = 31.838 TANGENT = 20.426 -- -- ----- --------- ---- - - - -- --- - - - - -- 880.462 880.475 1303.568 1303.559 AREA = 277622. SQ FT ( 6.37 ACRES) 2 2 SL N 1 30 30E 137.710 137.662 3.625 1 2 SL S 89 42 CE 1252.42C 6.558 1252.403 2 2 SL S 2 2 2 36W 2 50.03 0 245.815 10.36E I 2 SL N 87 37 24W 20.000 0.825 19.983 2 2 SL S 0 18 OW 20.000 20.000 20.000 C.105 0.105 2 +CURVE: DELTA = 87 55 24 RADIUS = 20.000 LENGTH = 30.691 TANGENT = 19.288 +CURVE: 2 SL N 89 42 OW 86.340 0.452 = 31.838 TANGENT = --- 86.335 2 SL S 0 '18 OW 220.880 - -- - -- 220.877 -- ---- -- 1.157 2 SL N 22 47 GW 22 203.64E 158.572 9E.728 85.53`. - CURVE: DELTA = 23 5 0 RADIUS = 220.880 LENGTH = 88.988 TANGENT = 45.106 2 SL S 67 13 OW 10.000 3.872 9.22C 2 SL N 22 47 OW 20.000 18.446 7.745 2 SL S 67 13 OW 20.000 7.745 18.440 +CURVE: DELTA = 90 0 0 RADIUS = 20.000 LENGTH = 31.416 TANGENT = 20.000 2 SL N-22 47 O 97.580 89.966 37 .788 2 SL N - 56 31 56W 45.000 24.81E 37.535 = 2 SL S 10 57 56W 45.000 44.176 8.560 - CURVE: DELTA = 292 30 8 RADIUS = 45.000 LENGTH = 229.731 TANGENT = - 30.067 2 SL S 22 47 OE 97.580 89.96E 37:788 - 2 SL S 67 13 OW 20.000 7.745 18.440 € G 2 SL S 22 47 OE 20.000 18.440 7.745 +CURVE: DELTA = 90 0 0 RADIUS = 20.000 LENGTH = 31.416 TANGENT = 20.000 _ 2 SL S 67 13 OW 162.160 62.796 149.508 2 SL N 22 47 OW 20.000 18.440 7.745 2 SL S 67 13 OW 20.000 7.745 18.440 +CURVE: DELTA 90 0 0 RADIUS = 20.000 LENGTH = 31.416 TANGENT = 20.CC 2 SL S 67 13 OW 363.430 140.737 335.074 2 SL N 0 18 OE 363.43C 363.425 1.903 -CURVE: DELTA = 6b 55 0 RADIUS = 363.430 LENGTH = 424.456 TANGENT = 240.16S _ 2 SL N 89 42 OW 431.59C 2.26C 431.584 L JL N U lb Ut ZU.000 ZU.000' C. 105 '- 2 SL N 88 29 3OW 2C. 000 0.526 1q.993 +CURVE: DELTA = 91 12.30 RADIUS = 20.000 LENGTH = 31.838 TANGENT = 20.426 -- -- ----- --------- ---- - - - -- --- - - - - -- 880.462 880.475 1303.568 1303.559 AREA = 277622. SQ FT ( 6.37 ACRES) 2 1 N 1 30 30E 137.710 137.662 3.625 2 1 S 89 42 OE 93.000 0 92.599 2 1 S 1 30 30W 158.140 158.085 4.163 2 1 N 89 42 OW 72.580 0.380 72.579 2 1 N 0 18 OE 20.000 20.000 -- --- - -- 158.572 C.105 -- -- - ---- 97.161 2 1 N 88 29 30W 20.000 0.526 14704. SQ FT ( 19.993 +CURVE: DELTA = 91 12 30 RADIUS = 20.000 LENGTH --- --- = 31.838 TANGENT = --- 20.42E - - -- - -- - -- -- ---- -- ---- -- - -- 158.565 158.572 9E.728 96.735 AREA = 14614. SQ FT ( 0.34 ACRES) LOTS 2,3 E 4 ARE IDENTICAL 2 2 _N1 30 30E 158.140 158.085 4.163 2 2 S 89 42 OE 93.COC 0.487 52.999 2 2 S, 1 30 30W 158.140 - 158.085, 4.163 2 2 N 89 42 OW 93.000 0.487 92.999 --- -- - - -- - 158.572 -- --- - -- 158.572 ----- -- -- 97.161 -- -- - ---- 97.161 AREA = 14704. SQ FT ( 0.34 ACRES) 2 5 N 1 30 30E 158.140 158.085 158.325 4.163 4.169 2„ 5 S 89 42 OE 93.000 OE 0.487 92.999 0.686 2 5 S 1 30 30W 158.380 44 158.325 178.530 4.169 A 2 5 S 2 20 47W 363.43C 15 363.12`. 48W 14.875 � 2 5 N 0 18 OE 363.430 363.425 2 1.903 47E - CURVE: DELTA = N 2 2 47 RADIUS = 363.430 LENGTH = 12.980 TANGENT = 6.491 2 5 N 89 42 OW 80.020 0.419 = 84.999 TANGENT = 80.019 521.450 521.443 150.046 521.929 521.937 99.064 99.067 AREA = 17733. AREA = .. 14706. SQ FT I 0.34 ACRES) 2 6 N 1 30 30E 158.380 158.325 51.415 4.169 2 2 6 S 89 42 OE 131.000 109.998 0.686 130.998 7 2 6 S 16 44 16W 178.530 C.288 170.966 7 51.415 2 6 S 15 44 48W 363.430 2 349.791 S 98.629 2 6 N 2 20 47E 363.430 363.125 N 14.879 44 - CURVE= DELTA = = 13 24 1 RADIUS = 363.430 LENGTH = 84.999 TANGENT = 42.694 RADIUS = 363.430 LENGTH = 84.999 TANGENT = „,42.694 521.450 521.443 150.046 15C.044 -- -- -- -- - - - -- -- -- - - --- -- AREA = 17733. SG FT ( 0.41 ACRES) 2 7 N 16 44 16E 178.530 170.966 147.777 51.415 82.753 2 7 S 89'42 33 OE 110.000 0.576 109.998 93.504 2 7 S 0 18 OW 55.000 54.999 129.260 C.288 2 7 S 29 14 53W 169.370 147.777 50W 62.753 2 7 S 29 8 49W 363.430 317.410 8 177.009 2 7 N 15 44 48E 363.430 349.791 = 98.629 24 - CURVE: DELTA 363.430 LENGTH - 13 24 f 1 RADIUS = 363.430 LENGTH = 84.999 TANGENT = „,42.694 --- - - - -- --- 465.188 -- - - -- -- 465.181 - ------ --- 322.605 --- - - - - -- --- -- -- -- -- - - - -- -- -- - - --- -- 520.757 520.763 260.043 260.050 AREA = 20823. SO FT ( 0.48 ACRES) 2 8 N 29 14 53E 169.370 147.777 82.753 2 8 S 33 54 16E 112.660 93.504 62.843 2 8 S 36 28 56W 129.260 103.930 76.855 2 8 S 42 32 50W 363.430 267.746 245.750 2 8 N 29 8 49E 363.430 1 317.410 177.CC9 - CURVE= DELTA = 13 24 1 RADIUS = 363.430 LENGTH - = 84.999 TANGENT = 42.694 --- - - - -- --- 465.188 -- - - -- -- 465.181 - ------ --- 322.605 - - - --- 322.605 AREA = 13852. SO FT ( 0.32 ACRES) 2 9 N 36 28 56E 129.260 103.930 76.855 2 9 S 33 54 16E 12C.000 99.596 66.937 2 9 S 52 12 24W 111.91[ 68.580 88.434 2 9 S 55 56 51W 363.430 203.504 301.111 2 9 N 42 32 5CE 363.430 267.746 245.750 - CURVE= DELTA = 13 24 1 RADIUS = 363.430 LENGTH = 84.999 TANGENT = 42.694 371.677 371.680 38(;.542 389.545 AREA = 11904. SO FT 4 0.27 ACRES) 2 10 N 52 12 24E 111.910 68.580 11 88.434 78 r] 2 10 S 22 47 OE 12C.Doc. 47 11C.637 46.470 2 2 10 S 67 13 OW 81.080 11 31.398 22 74.754 2 10 N 22 47 OW 20.000 18.440 35 RADIUS = 45.000 LENGTH 7.745 2 10 S 67 13 OW 2C.000 17.580 7.745 E.E08 18.440 +CURVE: DELTA = 90 0 0 RADIUS = 20.000 LENGTH = 31.416 TANGENT = 20.000 2 10 S 67 13 OW 363.430 140.737 335.074 2 10 N 55 56 51E 363.430 203.504 301.111 - CURVE. DELTA = 11 16 9 RADIUS = 363.430 LENGTH = 71.481 TANGENT = 35.856 -- --- ---- --- 290.523 - - ---- -- 290.517 -- --- -- --- 436.015 --- --- 436.012 AREA = 10846. SO FT ( 0.25 ACRES) 2 11 N 22 47 OW 12C.000 110.637 46.470 2 11 N 78 24 32E 103.040 20.703 10C.939 2 11 S 22 47 OE 80.000 73.758 30.980 2 11 S 67 13 OW 20.000 7.745 18.44C 2 11 S 22 47 OE 20.000 18.440 7.745 +CURVE: DELTA = 90 0 0 RADIUS = 20.000 LENGTH = 31.416 TANGENT = 20.000 2 11 S 67 13 OW 81.080 31.398 74.754 131.341 131.341 139.663 139.663 AREA = 11033. SO FT ( 0.25 ACRES) 2 12 N 33 54 16W 175.000 145.245 54.999 C.288 97.617 2 12 S 72 14 29E 165.330 50.427, 157.452 2 12 S 72 14 29E 45.000 13.725 42:856 2 12 S 10 57 56W 45.000 44.178 8.56C - CURVE: DELTA = 96 47 35 RADIUS = 45.000 LENGTH = 76.021 TANGENT = 50.679 2 12 S 22 47 GE 17.580 16.208 E.E08 .040 _ 20.703 100.939 145.245 145.242 207.116 207.115 AREA = 12515. SO FT ( 0.29 ACRES) 2 13 N 0 18 OE 55.000 54.999 C.288 2 13 S 89 42 OE 180.000 0.943 179.998 2 13 S 17 26 42E 12(;.G70 123.133 38.E94 2 13 S 17 26 42E 45.000 42.93C 13.491 2 13 N 72 1 29W 45.000 13.725 42.85E - CURVE: DELTA ,= 54 47..47 RADIUS = 45.000 LENGTH = '43.037 TANGENT = 23.3 2 13 N 72 14 29W 165.330 50.427 157.452 167.008 167.006 232 232 AREA = 24123. SO FT t 0.55 ACRES) 2 14 N 17 26 42W 129.070 123.133 38.694 2 14 S 89 42 'OE 226.650 1.187 226.647 2 14 S 0 18 OW 15.000 15.000 C.079 2 14 5 49 19 17W 184.940 120.547' 140:254 2 14 S 49 19 17W 45.000 25.332 34.127 2 14 N 17 26 42W 45.000 42.930 13.491 J - CURVE= DELTA = 66 45 59 RADIUS = 45.000 LENGTH = 52.438 TANGENT = 29.653 �t - - - - -- -- - -- - --- --- ------ --- - - - - -- 1 166:064 166.065 226.647 226.644 AREA = 18510. SO FT ( 0.43 ACRES) 2 15 N 22 47 OW 22.56C 20.81E 127.420 6.744 2 15 N 56 31 56W 45.000 24.81E 124.998 133.268 37.539 2 15 N 49 19 17E 45.000 29.332 219.65E 34.127 2.932 - CURVE= DELTA = 74 8 47 RADIUS = 45.000 LENGTH = 58.234 TANGENT = 34.000 2 15 N 49 19 17E 184.94C 12C.547 64.568 140.254 32.51E 2, 15 S 0 18 OW 130.480 20.000 LENGTH 130.476 TANGENT = 0.683 2 15 S 62 57 29W 143.060 18.440 65.041 SO FT i 127.420 2 16 S 67 13 OW 20.000 195.513 155.515 174.381 174.38E +CURVE: DELTA = 90 0 0 RADIUS = 20.000 LENGTH = 31.416 TANGENT = 2C.COC 2 16 N AREA = 14145. SO FT ( 0.32 ACRES) 2 16 N 62 57 29E 143.060 65.041 127.420 133.26E 2 16 S 0 18 OW 125.000 89.939 124.998 133.268 C.654 2 16 S 6 2 4E 220.880 219.65E 23.220 2.932 2 16 N 22 47 OW 220.880 203.'64E 85.923 - - - 85.535 -CURVE: DELTA = 16.44 18 56 RADIUS = 220.880 LENGTH= 64.568 TANGENT = 32.51E 2 16 S 67 13 OW 10.000 20.000 LENGTH 3.872 TANGENT = 9.22C 2 16 N 22 47 OW 20.000 18.440 12133. SO FT i 7.745 2 16 S 67 13 OW 20.000 7.745 18.440 +CURVE: DELTA = 90 0 0 RADIUS = 20.000 LENGTH = 31.416 TANGENT = 2C.COC 2 16 N 22 47 OW 75.000 69.148 = 24.420 TANGENT = 29.044 356.275 35E.272 150.640 150.637 AREA = 12063. SO FT ( 0.28 ACRES) 2 "' 17 N " 0 18 OE 91.280 91.275" 0.478 133.26E 2 17 S 89 42 OE 133.270 89.939 0.698 133.268 2 17 S 2 22 36W 7G.71C 7C.64S 136.528 2.932 2 17 N 87 37 24W 20.000 0.825 85.923 - - - 19.983 2 17 S 0 18 OW 20.000 20.000 --- -- -- -- 0.105 +CURVE= DELTA = 87 55 24 RADIUS = 20.000 LENGTH = 30.691 TANGENT = 19.28E 2. 17 N 69 42 OW 86:340 0.452 12133. SO FT i 86.335- 2 17 S 0 18 OW 220.880 220.877 1.157 2 17 N 6 2 4W 220.880 219.656 23.220 - CURVE: DELTA = 6 20 4 RADIUS = 220.880 LENGTH = 24.420 TANGENT = 12.222 -- - ---- -- --- - - ---- -- - -- - - -- --- - - ---- 312.216 312.224 133.746 133.735 AREA = '11772. SO FT ( 0.27 ACRES) 2 18 N 89 42 OW 133.270 0.69E 133.26E 2 18 N 0 18 O E 85.940 89.939 0.471 2 18 S gq 42 OE 136.530 C.715 136.528 2 18 S 2 22 36W 9G.000 --- -- -- -- -- 85.923 - - - 3.732 - - -- --- -- -- -- --- - - - - -- 90.637 90.637 136.599 137.000 AREA = 12133. SO FT i 0.28 ACRES) 2 19 N 89 42 OW 136.530 0.715 136.52£ 2 19 N 0 18 Cc 89.260 89.259 C.467 2 19 S 8 9 4 2 OE 13 9.770 0. 732 139.768 I 2 19 S 2 22 36W 84.32Q 89243 --- -- - --- 89.974 89.975 14C. ____3�7b4 14 0.23 2 AREA = 12331. S( F ( 0.23 ACRES) E 2 E _LO AR EA STATISTICS FOR? WELLESLEY MANOR 4TH 69/22 5 BLOCK 1 AREA = 172382. SO FT ( 3.96 ACRES) ACCUM AREA = 172379. SO FT ( 3.96 ACRES) DIFFERENCE = 3. SO FT BLOCK 2 AREA = 277622. SO FT ( 6.37 ACRES) ACCUM AREA = 277613. SO FT ( 6.37 ACRES) DIFFERENCE = 8. SO FT GROSS DENSITY: 3 LOTS /ACRE NET DENSITY: 3 LOTS /ACRE LARGEST LOT: 24123. SO FT SMALLEST LOT: 1084b. SO FT AVERAGE LOT: 14063. SO FT # OF LOTS: 32 t t + • riNOW ALL VEN BY THESE PRESENT:;, that T. D. C. , Inc. , a corporation organized under the laws of the State of Washington, and LeRoy lihilstadius have caused to be platted into lots, blocks, and streets the l,l.nd shown hereon ris 'WELLESLEY KANOR 4th ADDITION" and described as follows: A portion of the Southeast quarter oi' the ;southwest quarter of Section 36, Townshia 26 North, Range 1 14 East, W.M., in Spokane County, described as i'ollows: Be ; ginning, at the South quarter corner of said Section 36; thence North 89° 4 2' West along the. South line of said section a distance of 1325.34 feet; thence North Ol 30' 30" East a distance of 336.02 1'eet to the true point of beginning; thence North Ol 30' 30" East a distance of 464.16 feet to a point on the North line of the South 800 feet of said Southeast quarter; thence South 89° 42' East a distance of 1 337.47 feet to a point on the East line of the Southwest auarter of said section; thence South 02 22' 36" West along said line a distance of 269.32 feet to a. point on the North line of Broad Avenue as shown on the plat of WELLESLEY MANOR THIRD ADDITION, as per plat thereof recorded in Volume 12 of Plats, page 35; thence Westerly along the North line of Broad Avenue as follows: North 89° 4 2' West a distance of 165.67 feet; thence along a. curve to the left with a radius of 220.88 feet and a central angle of 23° 05' an arc distance of 88.99 feet; thence South 67° 13' West a distance of 377.16 feet; thence along a curve to the right with a radius of 366.75 feet and a central angle of 23° 05' an arc distance of 1 47.76 feet; thence North 8(f 42' West a distance of 594,47 feet to the true point of beginning. No more than one detached dwelling structure shall be placed on any one lot, nor shall any lot be further subdivided for the purpose of creating additional lots or building sites without filing a replat. A public water system acceptable to county and state health authorities will be provided with individual service provided to each lot prior to sale. The plattor does hereby dedicate forever the streets shown hereon for public road purposes and do also dedicate to the public the temporary Cul de Sac easement a.s shown hereon, over and across Lot 19, Block 2. This temporary Cul de Sac easement is granted for road purposes until such time as the road is continued as a full width right of way, at which time it will be vacated. Lots 20 and 21, Block 2 as shown hereon are dedicated to Spokane County as general County property to be deeded for road purposes forever at such time as adjacent property is platted. A five foot easement is hereby provided on the lots as shown and shall be used for utility purposes. IN WITNESS WHEREOF, we have hereunto set our hand and affixed our seal this day of ; >..% >.i , 1976. land have been • T.D.C., Inc. Clarence E. Simpson L 147.76' Professional Engineer and Land urveyor 7. 003 �e.ip�" ,ice «. �d�.,. ✓r �� "� w+ryV� , ., wr S� p S a .,.;«.y+'+ Kh'ilstadtlils President Secretary Treasurer Deputy LeRoy and approved this day of ,1976 COUNTY OFFICIALS By 22o.877 1.1 Spokane ACKNOWLEDGEMENT STATE OF WASHINGTON) COUNTY OF SPOKANE ) On this _ = day of 1976, before me personally appeared Lexoy xnzlsmaaius ana nenne J. Tupper and Robert Fogg, known to be president and secretary of T.D.C., Inc., who executed the within and foregoing instrument and acknowledged the same to be their free and voluntary act and deed for the uses and purposes herein mentioned, the officers of T.D.C., Inc., each on oath, stated that they were authorized to execute said instrument and 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. My commission expires Notary Public in- and for the State of Washington residing at °....•.� , Washington ENGINEER'S CERTIFICATE I, Clarence E. Simpson, s licensed Civil Engineer and La.n /' Surveyor, hereby certify that this plat represents a true copy of the official record and survey made by me, and that the lot corners and :monuments have been set. I hereby certify that the required taxes on the herein platted land have been • T 74.89' Clarence E. Simpson L 147.76' Professional Engineer and Land urveyor 7. 003 1337.452 By S 02 22' 6" w 260. 2 _ _ J. Spokane County Treasurer Deputy Examined and approved this day of ,1976 COUNTY OFFICIALS I hereby certify that the required taxes on the herein platted land have been paid this day of T 74.89' 45.11' L 147.76' 88.99' 7. 003 1337.452 By S 02 22' 6" w 260. 2 _ _ 26 Spokane County Treasurer Deputy Examined and approved this day of ,1976 165 .678 S oCP 18' 00" W By 22o.877 1.1 Spokane County Assessor Deputy Examined and approved this day of _, 1976 Spokane Engineer County Examined and approved this day of , 1976 142.023 S oo° 18' 00" w 366.7 366.745 Spokane County Planning Commission Chairman Examined and approved this day of 1976 Spot,ane County Commissioners Chai_ma.n Era r,ined and a.,,proved this day of Spokane County Health District Health Officier 25 N 1/4 CORNER 36� FOUND CONCRETE CYLINDER - I WITH NAIL IN TOP o U I ca 1= n C - \ i n I I I_ \/ I- 1/16 CORNER rn I W N ( tD FOUND 1' PIPE I M C 1/4 CORNER I r I W $� FOUND 3/4" PIPE N O ,� R _p ' ,n N i,i n \,' I 1 0 R, w I Z v l p, m I z - -139 � S 89 42 00 E 1337.47' ► ° ° I STRIP LOT 20, BLOCK 2 1 \'\ AI' -- 93.00 -- -- 93.00 -- -- 93.00 -- 93.00' - -- 93.00' -- - 131.00` - W - - -- 180.00` - - _ -- - - - -- 226.65 - - - - - , r - .77 - - I 5' UTILITY EASEIv1EN o I 0 ° Z 15.00 I T¢m or°Lr / 1 25' W W W W o In 5' UTILITY EASEMENT I: P y W 0 0 c° O o l n J �0 1 Cvl d a Sac a� 30 ( ga�S ' V ro `� _o '" _� "' "� -o a `�,, 13 N om. 14 19 \gym rh ti rn - O- O M ¢ V- z .� U D o LO to v o o aD '� m o m ' w o u� \� �6+• N �� D, t� \ 4.72 Cfl Q 1 °_ _ 2 'a ,� 3 'n 'n u, 6 tD 7 -�/ \ \� �y -T 136.53 ti N 4 0- 5 �_,, m� o e 30 O O z z Z Z o "_ h� i� N o a \ w ZS 89 °42' 00 E 3 oa I' STRIP N a 6' 2 Sle c1 - ' w LOT 21, BLOCK 2 Z o a p 6, /4` 4g 15 0 _V O ° r,D 1 X ro i Cr I �� 72.57' 93.00 93.00 93.00' 80.02' I = 8 5.00' Z ° ti� 3?, \moo' \ u` , G 3 _ 4� 4S' _N I OD a (8 Ln N M (p c' S 89 42'00" E 47 7.55' B a ' -4/ \ � a' °+ Je '' 'co °�� 1 "' N N z 1 d - - - _ S z 8 r 6' : �� Q, � � ki 1 '( � 133.27' N - - LO - o - - 00 ' 4 j. \ �y � 12 p `�r 1 �fF/ 0 015 6 0 _J n -, N WABASH AVENUE ''� - 0`�rl�O `�� c'0�� N- � \� 2.y� z i 1 LS 89 ° 42'00 "E U) z N �`"`' 76.42 96.00 96.00 96.00 69.07 45.93 = \ \ �S "��'L� 5 °� 0 0 ` IT�se' N�� o -0 co 1-- u o -� \ 1 `JJ ° ' 2, W n � 7 1 6 O N_= 17 r I1J _ /SS0 39 S� P \� \S 78 p30 s�p�� cG N °r 30 30 O 0 0 ° $ _4, a �'6 � 9 I( cp ... � 0 Od ,. , I- 13 °- l2 ° I I � 10 OD g N e 11 \\ rn 0 va °- \0. 4.4_ 4 1 30.02' to M- m m N iD m 8 ° �° ,L Z 9 0 �,� c 0 /( 64 5 86.34' N co OD O N W N W- W N o R $ Zo\ °J` �\ N N vA 1 1 a ' (� ``Jf1 99 N8 9 0 42�OO�� W 1 .67 O - W - - - _ - g S8. _ 5' UTILITY M EASEMENT ►� Z �0 �H5�56�� o 0 rr e.s' „B 134.75' 300 0 I o I W - - 96.00 - - 96.00 - - - 96.00' - =0 - 96.00 =o - -- 96.00 - _120.00- - -�' , �` , , i O 0\ 0 1 $� 0 N 5 5 0 - - -- - - - -rn - -- -5 -- ' 89 0 _42'_ -00 - -E- -- - - - - - -- 1 7e/ O `" o 0 0 w ' �Z U) ° o o- O a o o N _ �, �� 7 ' 2`> ti g�0 O V U ° O Z$ Z o z o ° M o 0 "' w �, 0 o �J Q� ° 1 Z Cd 2 N 3 N 4 5 6 °� 25' 25 N N a 1 Nm 00 \ 11 Q ` - . 1 0 Z 75.57' 96.00' 96.00 96.00' 96.00' 89.46' 5054 1 / N N N N - 8 9 0 42 00 " W 594.47 - 1 ?� �; / I I N BROAD 595.00 AVENUE - 7.a A - -'�, '� I 1 I - -- - -1- - -- -- -- - -�- -- -- - - -r- -- - -T_ I N' 1 n ^ n r .! SCALE_ I "= 100' WI OI M O to o ' Z 35 36 1325 2 1 N89 00 "W FOUND 3/4" PIPE k- - FOUND SPIKE LEGEND e MON. & CORNERS FOUND (AS NOTED) o MON. FBI CORNERS SET 1/2 REBAR TAG 706 SUBDIVISION BOUNDARY WE N N o N Z I 1 I N 89° 42' 00 W 1325.34 AVENUE - -- -- - ---- - - - - -- -'- - -- -- - - -- - -- - - - - -- - - - - -- - - - - -- - -- 36 S 1/4 CORNER FOUND 1 -1/2" PIPE WITH COPPER WIRE PROPERTY LINE CURVE DATA " "B I, L 2 0 5'00" 2'�° 05 '00" R 366-75 220 .88' T 74.89' 45.11' L 147.76' 88.99' 1976 LATI AND DEPARTURES COURSE DISTANCE NORTH SOUTH EAST WEST N Ol° 0' 0" E 464.16 463. 99 0 9d' 00'00" 12.218 88° 4 7'30" s 85P 42' 00" E 1337.47 20.00' 7. 003 1337.452 T 20.00' S 02 22' 6" w 260. 2 _ _ 26 31.84' 11.168 N 8-1 42'_00" W 165.67 o, 867 165 .678 S oCP 18' 00" W 22.0.88 22o.877 1.1 N 22 7' 00" w 220.88 203.646 85.535 s 67 13' 00" W 3 7 7 IT 1 46 .0 54 3 7.732 N 22 4 ' 00" W 33 142.023 S oo° 18' 00" w 366.7 366.745 1. 920 N 89 42' 00" W 5 47 1113 4.462 _ TOTALS 1 43 83-51 - 1009-76o 100 9.767 13 49. 670 1349.675 DI FFERENCES - - 0.5 - -_ 0. 005 �. CURVE DATA " a 66° 55' R 338.43' T 223.65' L 395,26 FINAL PLAT RADIUS CURVE DATA O O O O 0 9d' 00'00" 9 1 0 12'30" 88° 4 7'30" 87° 55 ' 24 R 20.00' 20.00' 20.00' 20.00' T 20.00' 2o. 43' 1 9.58' 19.29' L 31.42' 31.84' 30, Q9' 3o. 6a WELLESLEY MANOR 4TH ADDITION A PLAT IN THE SE 1/4 OF THE SW 1/4 OF By Planning Director JULY SCALE 1976 1�' = 100' SECTION 36, T. 26 N, , R. 4 4 E.W.M. SPOKANE COUNTY, WASHINGTON CLARE'NCE E. SIMPSON ENGINEERS, INC. SPOKANE, WASHINGTON r d L O ' A �TAJ9 MAJ9 3JL 'TW151gS7A3Ja' :OD 939A9 M151951A3JO' .A.Z.0 01 3GAM - V 4 a V V 72, 1 4 3 � uj N N rr- 93. DO . 93, DO r�•- G u r b L l h c4 - t -- 5 8 9 0 4?' 00' E _ 477..>S• u rb L) --y h 14 /(--, i_) O` 7<0, 4Z -� tvt�v�. 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GUT" 2r Fl GUr6 imly -T" Q3 Q a /� Oo B L U K '� 9 &.U0` 1 9(,Oo U i- N BL 0 li 0 7 � 93, 00 80- 0 0 ul �� o c� ' n n� V) N$ 6 4c '\j c� / o Is N -S� 0,) \ O O s 1 0 0 `� 11 9 (,, oo 9 &, U0 - /Z 0.00 IK T S if A L S / =So f O L NJ- 4.. A 3TAJ9 MAJ9 3J190519 `TMI5I99A3J7' :00 939A9 Tvl1519AA3Ja' A.Z.0 111 MAM T i ' AV Q 11 0 1 3 1 7 5 ctrb Lome - �� n ap '!b�O.C�C.> �5�1'�1'1�r �' �,..•�-; \;cj,S' 2 �� . /a iN (k ~/ N C- U.- b L;ne 7S.00' �.ul Th Gr�t u�C\ser c�t,c� curb 1n i2 �' v � . 4 rti IS - 7 T 6 s ( y o Z Z 5' A l Ln 41 9 6 1 � (Se,Yhas -- !' G-{-" � � 1 a' 1.5e -_ n� a --� t'" }• -�„t rte.. tb w = so i �,•. 4 "CrusnecS Svr c��4na Top ccavrxe. Ld J ZO S Lj A 3TAJ9 MAJR 3JI10319 'TI4I5I95A3J3' :Oa R39A9 T1415193IA32� .A.Z.0 MI 3GAM _ i 1� p � v J O . s 5 c: A L E 50 A . CA 0 0 Cur Lin@ IV 0/ 20 E P-5,dl - - a - — M OOR E . . — — — ---- - I ROA D � t-b L; tee i c- efu Pb rj .... .Y.. . .... o. -L;.,-, 37, E 7' /07. �57' iOC3. 4z 0 z rn 70-7/ .90,00 PO K A J\j 0 ON - T "e f 02'22'36 KI 2 0 20 c� A k �), S L Z QJ 2 3 4 V\i I - r H G U G V-1 A N Cl UZB ll\)LE- 7 VY, 4S rn 5 0?-o 22'36"W 2619.32 5 c: A L E 50 A . CA 0 0 o. 0 z 70-7/ .90,00 PO K A J\j 0 ON - T "e - FAN D h?-D 02'22'36 KI c� A k �), S L 2 3 4 V\i I - r H G U G V-1 A N Cl UZB ll\)LE- 7 VY, "rA N D'Al P D 5 0?-o 22'36"W 2619.32 5 c: A L E 50 A . CA 0 0 I SITE DATA REM KS i L ot eG.c! Lot rbr4 *.o- E- 946 7D wi ntYL i FOR : T U f FE R 10C. KEAL7 KS Lt UM t U. '�L&i I' I I pfd The-, of; t e has t � SO fV4 o S Osq T . 2 N , E . W. �'` AS � B C_ LARENr.0 SiMh�, s t NGIfNEC Fla MUG. N. - �09, . ARGUNNE, RO,9D 9,POKMNE W TO IV � ANAL H v. MA��Off ., MOW ALL MEN BY THESE PRESENTS, that T. D.0 ;, Inc ;, a corporation organized under the laws of the State 'of' Washington, and LeRoy Khilstadius have caused to be platted into lots, blocks, and streets the land shown hereon as 'WELLESLEY MANOR 4th ADDITION" and described as follows: A portion of the Southeast quarter o;' the Southwest quarter of Section 36, Township 26 North, Range 44 East, w.m., in Spokane County, described as follows: Beginning at the South quarter corner of said Section 36; thence North 89° 42' West along the South line of said section a distance of 1325.34 feet; thence North Or 30' 30" East a distance of 336.02 feet to the true point of beginning; thence North O1° 30' 30" East,a distance of 464.16 feet to a point on the North line of the South 800 feet of said Southeast quarter; thence South 89° 42''East a distance of 1337.47 feet to a point on the East line of the Southwest quarter of said section; thence South 02 22' 36" West along said line a distance of 269.32 feet to a point on the North line of Broad Avenue as shown on the plat of WELLESLEY MANOR THIRD ADDITION, as per plat thereof recorded in Volume 12 of Plats, page 35; thence Westerly along the North line of Broad Avenue as follows: North 89° 4 2' West a distance of 165.67 feet; thence along a curve to the left with a radius of 220.88 feet and a central angle of 23° 05' an arc distance of 88.99 feet; thence South 67 13' West a distance of 377,16 feet; thence along a curve to the right with a radius of 366.75 feet and a central angle of 23° 05' an arc distance of 14;7.76 feet; thence North 8q' 42' West a distance of 594.47 feet to the true point of beginning. No more than one detached dwelling structure shall be placed on any one lot, nor shall any lot be further subdivided for the purpose of creating additional lots or building sites without filing a replat. A public water system acceptable to county and state health authorities will be provided with individual service provided to each lot prior to sale. The plattor does hereby dedicate forever the' streets shown hereon for public road purposes and do also dedicate to the.publie' the temporary Cul de Sac easement ?.s shown hereon, over and across Lot 19, Block 2. This temporary Cul de ;ac easement is granted for road purposes until such time as the road is,continued as a full width right of way, at which time it will be vacated. Lots 20 and 21, Block 2 as shown hereon are dedicated to Spokane County as general County property to be deeded, for road purposes forever at such time as adjacent property is platted. A five foot easement is hereby provided on the lots as shown and shall be used for utility purposes. IN'WITNESS WHEREOF, we have hereunto set our hand and affixed our seal this day of Q 1976. T. D.C. , Ind. 17sawffykr President NNV Secrete-ry ACKNOWLEDGEMENT STATE OF WASHINGTON ) COUNTY OF SPOKANE ) On this - day of , 1976, before me personally appeared LeRoy Khilstadius and Kenneth J. Tupper an Robert Fogg, knowt to be resident and secretary of T.D.C:,.Inc., who executed the within and foregoing instrument and acknowledged the same to be.their free and voluntary act and deed for the uses and purposes'herein mentioned, the officers of.T.D:C., Inc., each on oath, stated that they were authorized to execute said instrument and the seal affixed is the corporate seal of said corporation. N WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written. e v My commission expires ` `d �- Notary Public 1R and for the State of Washington residing at i'�<� . Washington ENGINEER'S CERTIFICATE I, Clarence E. Simpson, a licensed Civil Engineer and Lnmrc Surveyor,, hereby certify that this plat represents a true copy of the official record and survey made by me, and that the lot corners and monuments have been set. G E w . S/�� S wwce ,��f O� Clarence E. Simrso \ t Professional Engineer and Lan. urveyor 70 0 Aft COUNTY OFFICIALS gg p 2 5 N 1/4 CORNER 36 FOUND CONCRETE CYLINDER WITH NAIL IN TOP CD 1/16 CORNER 1. -� �' ! In YW � I • i r Y? . v f' i N �.4�? . , • @ 4 i =� �';:;..' I rn FOUND I' PIPE <ivf4.,Fi-_I:�li?�TY.';e�.a6�. W C 1/4 CORNER o P it t �� 36N FOUND 3/4 " PIPE LO ri Z v i 6d 0 � S 89° 42'00" E 1337.471 1'STRIP LOT20,BLOCK2 z �� 1 ' -- 93.00 -- -- 93.00 -- - - 93.00 - -- 93.00' - -- -- 93.00' -- 131.00 - - -- - -- 110.00- ,, r� -- "180.00 - - - -- % I W 1 0 - - - - - 226.65 - - - 1- - -- 139.7 7 - 5' UTILIT EAS Z mod T¢mpocar � 25' 25 W W W W o l a 5' UTILITY EASEMENT 1 y� N !'� 0 0 0 O '_° I n I to C� i d m Sac �y m' 1 3 0 M -o . M M _o 2 o 13 N�N�,, I4 19 qr CD 0 M- O O rn M a< P- z �.� O fv 40 o N ° 06 O ° O m W W C k) 53 \\ �- \'\ M \� I 2 0 LO �v �` 136.53' 4.72' N < o _ 3 0 - 4 0- 5 0_ 6 m Cr 7 :\ o � ° ' �' -! F 30 o N p Z Z = Z o ` /� �"� /�' N a \0 W .1 ZS89°42'00'E a Z ?e(5 ry 2, I' STRIP 3 I CO N a e �a � X429' 'q4. I5 1 v W o Hof LOT 21, BLOCK 2 . rL i'V g 2 \ . 3 R) a Cr rn 06 72.5T 93.00 93.00 93.00' 80.02' It.9q Qr 85.00' z °° � to :�° G 3 s � ',n °D Zvi (8 m a M S 89 42'00" E _47 7.55' 8 r 6' ; �, co Z o ' W 133.27' a N z �'� I2 1 �•b be Z o b 6 0 N WABASH AVENUE °� �, y; `3 z N6 a -yA 1 �"S 89 ° 42'00 E cn Y N ., n 76.42 86.00 96.00 off'' ��`` p N - ' ' J o n `:J 96.00 65.0? 45.93 = /S \ �5 � 5° O \ 0 17�a° � � 1 (6 y° ' o N 1 - 7 o t v N W SO 3g R� \ \ g 28 ° c v , o,, � ~ Q o `� '0 o 0 0 O 9 \ 103A4 �o O; o. ' N ^ 30' 30 Q 13 12 I I (0 9 N m a \\ cP p o a \0.p0 4.42 8634' 'J (n cn ,r N_ W N W N W N 00 8 ° S o \`L \ Z 9N b 'Ie g4 5T 1 1 30 O N o W TI o 0 0 ��m \ �' � \ \ 9 � N r' N° , I T15 9 999 N89° 1 N 1 .67 5 U LIrY �, EASEMENT to kill o Dom- CA Y. I- 134.75' -� ^ I. n C -,- , n 1 1 ,_ \/ __ O Z 0 / N S'� O Z O T891 '.B' 30.0221 p V ,1 -1 -1_ ° I� -- 9600_ N1 - _96.00 -- _- 96.00' - --0 - 9 --0 - -- 96.00 -- - - 120.00 - - -�', s.!/ IO o \ o 0 . '{ \08 1 0 0 -- - - - - -- N i ii�7i - i )�.-i�i�ii_ I� [25 M -- IL M - - - -- 890-- 42'-rn - OQ' - -E - - - - -- 1 w _ p \ 8'1 �r0 5 5 - \ 1 I z 10 O o p O O O O 0 - 0 m o 7 �`' ZZ 8� 1 Lry \ O_ O = O Z 0 Z M 0 0 �' W -t �'� O O 0/ \ 1 I 1 zo 3 o m 6 Z of 2 m co N N 5 ° GO 6 . -4 " m 1 \ 6� 5 2 o i2 N N O N p i N O O. ? �� ; Q� \ �'� Z - 3 Z� N 2 75.57 96.00 96.00 96.00' 96.00' 89.46' 5054' , gZ� 0 , 1 , i ; N N - 8 9° 42 00 W 594.47' 14 ? � to N BROAD 595.00' AVE -'1557.83 A ENU I , T I 1.,_x/,,1. I 1 � ► I ' ' N 0 cp ' W 1 SCALE_. I "= 100 1 , N 1 N OI N o M Z 0 i 35136 1325.34' I �- _ - - WELLESLEY - - - N 89° 42' 00 13 _ 1325.34 AVF'VUE 36 S 1/4 CORNER FOUND 3/4" PIPE 1 FOUND SPIKE FOUND 1 -1/2" PIPE WITH COPPER WIRE I hereby certify that the required taxes on the h i 1 t d & A4 ere n p ate land have been this /D - day of /9�tq,uSZ ,1976 �O'Yt w . C.7.ft rl�s a�^rc> By O• -e.J f Spokane County Treasurer puty Examined and approved this 2 - day of ,1976 ( �'�_ zx B S,poka o ssessor Deputy Examined and approved this G day of , 1976 S oOMe o' ty Engineer Examined and approved this day of , 1976 B s , . _ Spokane County Planning Commission ai n Planning rect er Examined and approved this PP day of , 1')76 Spo ne Pounty Commissioners Chai_mn.n E::a.nined and approved this day of "pokane County ealtJi Distric He 1th Officier FINAL PLAT SECTION 36, T. 2 6 N . , R. 4 4 E .W. M. SPOKANE COUNTY, WASHINGTON WELLESLEY MANOR 4TH ADDITION A PLAT IN THE SE I/4 OF - THE SW 1/4 OF JULY 1976 CLARENCE E. SIM PSON ENGINEERS, INC. SCALE 12.218 I.= 100 SPOKANE WASHINGTON 7. 003 269.088 1 3 37-452 LEGEND PROPERTY LINE N 8 42' 0e" W 165. 67 o. 86 e MM 81 CORNERS FOUND (AS NOTED) ' MON a CORNERS SET 1 /2 "REBAR TAG 706 "� SUBDIVISION BOUNDARY CURVE DATA CURVE DATA RADI CURVE DATA 22o, 877 1. .05 -- -- 1.1 85 .535 347. 732 1L2.02 s OCP 1 8' 00" w N X 00" W • " " ,I I, o 0 0 0 4383.5 a 23 05 23° 05'00 a 66° 55' 00" a 90° 00 "00" 9 10 12 30" 88 47'30" 87 55 ' 24 -- - 0 .007 R 366.75' 220.88' R 338.43' R 20, 00' 20.00' 20.00' 20.00' T 74.89' 45.11' T 223.65' T 20.00' 2o. 43' 19.58' 19.29' L 147.76' 88.99' L 395..26' L 31.42' 31.84' 30. 99' 30.69 I hereby certify that the required taxes on the h i 1 t d & A4 ere n p ate land have been this /D - day of /9�tq,uSZ ,1976 �O'Yt w . C.7.ft rl�s a�^rc> By O• -e.J f Spokane County Treasurer puty Examined and approved this 2 - day of ,1976 ( �'�_ zx B S,poka o ssessor Deputy Examined and approved this G day of , 1976 S oOMe o' ty Engineer Examined and approved this day of , 1976 B s , . _ Spokane County Planning Commission ai n Planning rect er Examined and approved this PP day of , 1')76 Spo ne Pounty Commissioners Chai_mn.n E::a.nined and approved this day of "pokane County ealtJi Distric He 1th Officier FINAL PLAT SECTION 36, T. 2 6 N . , R. 4 4 E .W. M. SPOKANE COUNTY, WASHINGTON WELLESLEY MANOR 4TH ADDITION A PLAT IN THE SE I/4 OF - THE SW 1/4 OF JULY 1976 CLARENCE E. SIM PSON ENGINEERS, INC. SCALE 12.218 I.= 100 SPOKANE WASHINGTON LATI AND DEP _COURSE DISTANCE NORTH SOUTH EAST WEST N Ol° 30' 0" E 464. 16 463 999 12.218 S 8' 42' oo " E SSS 02 22' 6" W _ 1 3 37. 47 7. 003 269.088 1 3 37-452 11 .168 6 .32 - - -- N 8 42' 0e" W 165. 67 o. 86 165 6 8 S 00° 18' 00" W N ?2° 7' 00" W Q 67° 1 '' . 0 0" W N 2; ° 4 00" W 220. 88 220. 88 377.1 e .7 2_,03.646 8. 1 5 22o, 877 1. .05 -- -- 1.1 85 .535 347. 732 1L2.02 s OCP 1 8' 00" w N X 00" W 3 66.75 ' -a4, 1L . 11 X66. Y 45 _ 1. 020 o 462 T OTALS 4383.5 100 3.76o loon. 767 __ 1349.670 134y. 675, DIF -- -- - 0 .007 0.005