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PE-992-761 1. AGENDA, FEBRUARY 13, 1976 TELEPHONE NO.: 456 -2274 SPOKANE COUNTY PLANNING COMMISSION Time: Friday, February 13, 1976, 9:30 A.M. Place: Conference Room A, County Court House Annex (Use Mallon Avenue entrance) PRELIMINARY SUBDIVISION AND ZONE CLASSIFICATION UPGRADING 4. PE- 992 -76, Williams and Williams Addition ZE- 11 -76, Agricultural Sub. to Single Fam. Residential and Two - Family Residential a. Location: Section 15, Township 25 N., Range 44, E.W.M. Thw W 112 of Block 82 of Opportunity, except the North 175 feet and except the South 25 feet. Also the South 425 feet of the W 112 of the E 112 of Block 82, except the South 25 feet and except the South 145 feet of the East 184 feet. b. Sponsor: Jerry Williams P. 0. Box 14821 Spokane, Washington 99214 C,. Engineers: Clarence E. Simpson Engineers, Inc. North 909 Argonne Road Spokane, Washington 99206 d. Site Size: 4.4 acres e. Number of Lots: 13 f. Existing Zoning: Agricultural Suburban, established May 31, 1955 g. Land use proposed by sponsor: 11 single family residences and 2 existing duplexes h. Advertised Zone Upgrading: Single Family Residential and Two - Family Residential i. Water Source: Modern Electric Company j. School District: Central Valley School District A UOZT W i 400 4 MINUTES FEBRUARY 13, 1976 PRELIMINARY SUBDIVISION AND ZON CL %scSIFIC UPGRADING PE- 992 -76 - WILLIAPAS AND WILLIAIVIS ADDITION: W`ILLIAMS ZE- 11 -76 - AGRICULTURAL SUBURBAN TO SINGLE FAMILY RESIDENTIAL (R -1) AND TWO FAMILY RESIDENTIAL (R -2) Planning Commission Recommendation: Approve, subject to the following conditions. (Vote was unanimous.) A. 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 furthar subdivided for the purposes of creating additional lots or building sites without filing a replat. 3. That the plat provide for right of way ea:.t;ii for streets as indicated on the preliminary plat of record. 4. That appropriate street names be indicated. 5. That appropriate utility easements be indicated on copies of the approved preliminary plat for distribution to the Planning Department and the utility companies. Written approval of the oasements by the utility company must be received prior to the submit,: _ c° the final plat. 6. That a plan for water facilities adogucao 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 firo protection district will certify, piror 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 certifi- cation will be drafted on a transparency suitable for reproduction. The water supplier (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 accor- dance with a time schedule. The time schedule will provide, in any case, for completion of the water system and inspection by the appro- priate health authorities prior to application for building permits within the plat. The contractual arrangements will include a provision holding (Cont'd) -14- PE- 992 -77 -WILLIAMS AND WILLL'1MS AD (Cont'd) Spokane County and the water so.p, lior (purveyor) harmless from claims by any lot purchaser refused a 'eui: ding 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 water supplier (purveyor) will be installed within this plat, and the subdivider will provide for individual service to each lot prior to sale of each lot. NOTE: The Spokane County Health District has determined that the soil conditions in the plat are suitable for on -site sewage disposal systems on each lot. It is recognized by the Spokane County Health District that the oxisting sewage systems for the two duplex lots adjacent to Alki Avenue are located on the segregation as shown on the south side of Alki Avenue. Prior to signing the final plat, the County Health District must be assured in writing by the owner of said segregation that its future use shall be to continue to serve as the sewage system site for the two existing duplexes until such time as they are not needed, i.e., instal- lation of a public sewer system. The above- required assurance must be reviewed and approved by the County F.oeccutor. 7. That a certificate of title be furnished the Planning Commission prior to the filing of the final plat. 8. That the preliminary plat be given conditional approval to March 1, 1977. 9. That streets be improved to standards established by Spokane County or a bond to cover the cost of such i:::r --.; cments be furnished the County Engineer. The bond may also cover ta:: cost of "as built" plans, engi- neering costs, and placing of final cunter line monuments. 10. 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. 11. 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. (C ont' d) -15- PE- 992 -76 -WILLIAMS i:ND WILLL';MS ADDITION (Cont'd) 12. That a name be indicated Lofore u final plat is filed; such name to be approved by the County Assessor and the Planning staff. B. ENVIRONMENTAL ASSESSMENT: The proposed preliminary plat is located within the urbanized portion of the Spokane Valley. The plat, if approved, would not have any greater effect upon the topography, geology, biological and botanical characteristics, atmospheric and aquatic conditions and other natural development than similar residential uses already established in the area. The staff concludes that an environmental impact statement is not required in conjunction with the approval of the preliminary plat request if the above conditions are complied with. C. ZONING RECOMMENDATION: Staff Recommendation: Approve Lots 1 and 3, Block 1, as i Williams Addition to the- _ -1 ) Zone upon fill o f the final plat. REASONS 1. The lots in Williams & Williams Addition have been designed to accommo- date single - family residences, i.e., all of the lots would have at least 80' of frontage and 10, 400 square feet of area. Two lots within the plat oriented toward Alki Avenue have boon developed with duplexes and have been recommended for Two Family Residential zoning. 2. The plat is situated in the Opportunit - o. The Commission has been upgrading similar sized lot davc..op: --nts in the area to the Single Family Residential (R -1) classification. 3. The Single Family Residential Zone prohibits duplexes, animal keeping other than household pets, mobile homes, and home occupations. D. GENERAL DATA: 1. Location: Section 15, Township 25 N., Range 44, EW1 .TbeWl /2 of Block 82 of Opportunity, excepi the North 175 feet and except the South 25 feet. Also the South 425 feet of the W 1/2 of the E 1/2 of Block 82, except the South 25 feet and except the South 145 feet of the East 184 feet. (C ont' d) -16- PE= 992 -76 - WILLMNIS AND WILLIAMS f;DDITION (Cont'd) 2. Sponsor: 3. Engineers: 4. Site Size: 5. Number of Lots: 6. Existing Zoning: 7. Land use proposed by sponsor: 8. Advertised Zone Upgrading: 9. Water Source: 10. School District j ;; '.tiilliams P. O. Box 14821 Spokane, WA 99214 Clarence E. Simpson Engineers, Inc. North 909 Argonne Road Spokane, WA 99206 4.4 acres 13 Agricultural Suburban, established May 31, 1955 11 single - family residences and 2 existing duplexes Single Family Residential (R -1) and Two Family Residential (R -2) Modern Electric Company Central Valley School District -17- SPO ":L COMiTY F MINEEPI ROAD DEPAP.T_ ".BMT SUBDIVISION SECTION TO: _ Cha rles L. Ho.c;sin Director o f Planning ?RC 'M.: Robert S. Turner, County Engineer SU BJECT: Standard Plat Conditions lie reco approval of the plat of subject to the following conditions: DATE: Februar 11, 1976 Willia*_sxs and Williams PE -992 that conditional approval of the plat is given subject to dedication of Right of 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 eases -ants shall be performed uedei the direct supervision of a licensed land surveyor, who shall be responsible fo- 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 .rades shown on the approved constriction plans and that all disturbed mon=ents have been replaced; no construction work is to be performed within the Public Right of Way until a permit I as been issued by the County Engineer. All work is subject to inspection and approval by the County Engineer; all const ruction within the Public Right of Way is to be completed prior to fill .ng the final plat or a bond in the 2nount_ estimated by the County Engineer to cover the co,, o: construction of improvements, construction certification, "As Built" plans, and mon-manting the street centerlines shall be filed with the County Engineer. n SPOKANE COUNTY PLAT ROADWAY IMPROVEMENT SPECIFICATIONS Plat Name: Alki East Addition No. 19 Subdivider: Jerry Williams Surveyor: Simpso Engineers, Inc. The following specifications shall apply to'the improvement of the roadways of the above titled plat. No variance from these specifications will be allowed without specific prior written approval of the Spokane County glad Engineer, hereinafter called "Engineer ". The Subdivider shial be solely responsible for all costs of the roadway improvements herein specified unless otherwise specifically stated. GRADING The roadways shall be graded and shaped to the lines and dimensions of the typical section attached and to the grade lines approved by the Engineer and on file in his office. The graded roadway, subgrade, shall be constructed to an elevation below the finish grade to allow for the thickness of surfacing and future pavement courses and the subgrade shall be crowned as shown by the typical section. Compaction of the subgrade may be required if it is deemed necessary by the Engineer. The subgrade shall be inspect- ed and approved by the Engineer prior to the placing of any surfacing material. CURBING Required only when specifically noted on the typical section attached. When required by the County or when required by the Subdivider as a condition of sale, curbing shall conform to these specifications: Cur4 shall conform to County Standards available from the Engineer's Office. Curb grades shall be those approved by the Engineer. Whether required or not, no curb shall be installed in the roadways without a written permit from the Engineer.' SURFACING The types, width of courses, and compacted thickness of surfacing material required to he placed on the roadways is shown on the typical section. The following are specifications for the various types of surfacing materials: Pit Run Material, shall be natural, gravel, talus or shot rock from a source approved by the Engineer. Normally the maximum particle size shall not be greater than two - thirds of the compacted course thickness. In order to satisfy this requirement the Engineer may require that the natural occuring material be screened or run through a jaw crusher before being placed on the roadway. Base Course Material shall be crushed rock or gravel being well graded from maximum size to dust. The material shall have sand equivalent test value of not less than 40. Top Course Material shall be crushed rock or gravel being well graded from 5"8 maximum size to dust. The material shall be well fractured and shall have a sand equivalent test value of not less than 40. All surfacing materials shall be subject to the approval of the Engineer and he shall be notified of the sources of such materials within sufficient time to allow for inspection prior to the placing of the materials on the roadway. Compaction of the surfacing courses may be required if it is deemed necessary by the Engineer. DRAINAGE County Standard catch basins, culverts and other drainage facilities shall be installed at the locations shown on the approved drainage plan on file in the Engineer's Office. Gravel backfill drill be required for catch basins only when specifically called for. Installation of all required drainage facilities shall be subject to the approval of the Engineer. If a piped storm drainage system is required, detailed plans, design calculations and maps of the system shall be submitted to the Engineer for approval and a written permit secured prior to the actual installation of any part of the system. PAVEMENT Required only when specifically noted on the typical section attached. Whether required or not, anv pavement placed on the roadwav shall conform to the requirements of the Washington State Highway Specifications for the type of pavement _2_ involved, unless written modification and approval is given by the Engineer. No pavement shall be placed on the roadways without a written permit from the Engineer. ENGINEERING All engineering required to satisfactorily complete the improvements herein required, such as staking of roadway grades, curbs, etc., shall be provided by he Subdivider at his cost. CC3OUTION The improvements herein required shall be completed -on or prior to the date specified on the Subdivision Roadway ImprovementHond, unless said date be extended by the Engineer. Extension of time for completion shall in no way nullify any of the requirements of these specifications. When the Engineer has inspected and approved the completed improvements he will give written notice to the Subdivider of such approval. Only such written notice will release the Subdivider of the requirements of these specifications. APPROVED , 19 Robert S. Turner, P.E. Spokane County Engineer 19 � r '� Plat'Spo of r-cc t: or• COUNTY ENGINEER ROBERT S. TURNER COUNTY ENGINEER October 14, 1976 ! -'•r. Jerry ?dilliams ?. 0. Box 14024 Oppurtunity Branch Spokane, Washington 99214 Dear Mr. Williams: Enclosed at your request, is the Bond and Specifications for roadway construction In the plat of Alki Fast Addition. The amount of $5,000.00 is based on approximately 625 lineal feet of road at an average cost of $3.00 per lineal foot, and includes grading, draining, and surfacing with crushed road 6" thick. ?lease sign and return these forms at your convenience Very truly yours, Robert S. Turner, P.E. Spokane County Engineer Gerald D. Masgai, L.Si Plat Supervisor J1 Cam_ °. nOUS= TRAVERSE ANALYSIS OF ALKI EAST ADDITION SURVEYOR: CLARANCE E SINPSON •� N909 ARGONNE ROAD SPOKANE WN 99206 926 -1322 CHECKED BY: GERALD D NASGAI LS 1 - - -- LATITUDES - - - -I 1 - -- DEPARTURES - - - -) BLCK LOT BEARING DISTANCE N 0 R T H S 0 U T F: E A S T W E S T PLAT 8DRY N 0 4 12E 468.870. 468.87C 0.573 PLAT BDRY N 89 59 55E 32E.080 C.CO; 326.080 PLAT BDRY S 0 2 15W 44.160 44.160 0.029 PLAT P_ CRY S 89 57 CE 163.C5C C.142 163.050 PLAT 8DRY S 0 1 16W 28C.000 28C.000 0:1C3 PLAT BDRY, N 89 57 OW 184.000 0.161 184.00C PLAT- BDRY S 0 1 16W L45.000 145.00C 0 '.053 PLAT BORY N 89 57 OW 305.510 0.267 305.51C --- 469.30°. - - - - -- --- 469.302 -- - - -- 489.703 -- --- - --- 48S.ES5 AREA = 195E4C.-SO FT ( 4.49 ACRES,) 1 SL N 4 4 12E 443.870 443.870 0..542 1 SL N 89 59 55E 326.080 G.GOB_ 326.080 1 SL S 0 2 15W 44.16C 44.160 0.029 1 SL S 89 57 OE 163.050 0.142 163.C50 1 SL S 0 1 16W 280.000 280.000 O.lc3 1 SL N 89 57 GW 184.400 0.161 184.000 1 SL S 0 1 IEW 120.000 120.000 O.G44 _„ .,.._.. ......_.,., 1., SL..._.,N 89 „57 OW,... 97.,48[ c B, 97.480 1 SL N .0: 3 OE 20.000 26.000• .. 0.017' 1 SL N 89 55 48W 20.000 0.024 20.00C +CURVE: DELTA = 9C 1 12 RADIUS = 20.000 LENGTH = 31.423 TANGENT = 2C.007 1 SL N 0 4 12E 22S.99O 229.990 0.281 1 SL S 89 55 48E 2C.000 C.024 2C.COC 1 SL N C 4 12c 20.000 2C.000, 0.024 +CURVE: DELTA = 90 O 0 RADIUS = 20.000 LENGTH = 31.41E TANGENT = 2C.000 1'' SL -`S 0 4 '-12W' 262.490 262.490 0.321 1 SL N 21 43 54E 262.490 243.834 97.190 +CURVE: DELTA = 21 39 42 . RADIUS = 262.490 LENGTH = 99.239 TANGENT = 50.21S 1 SL N 77 58 57E 45.000 9.365 44.014 1 SL N 34 31 10W 45.000 37.077 25.501 - CURVE: DELTA = 292 3C 7 RADIUS = 45.000 LENGTH = 229.73C TANGENT = '- 30.067 1 SL S 21 43 54W 312.490 290.281 115.703 1 SL N 0 4 12E 312.490 312.490 C.382 - CURVE: DELTA = 21 39 42 RADIUS = 312.490 LENGTH = 118.142 TANGENT = 55.785 1 SL N 89 55 48W 16.700 0.020 16.700 1 SL S 60 4 12W 50.00C 24.947 43.332 1 SL S 11.36 24W 50.000 48 -.978 10.060 - CURVE: DELTA = 228 "27 48 RADIUS = 50.000 LENGTH = 199.372 TANGENT = - 111.091 1 SL S 0 4 12W 226.030 226.030 0.27E 1 SL N 89 55 48W 20.000 C.024 20.000 1 SL S 0 3 OW 2C.CCC 2C.000 C.017 +CURVE: DELTA = 89 58 48 RADIUS = 20.000 LENGTH = 31.409 TANGENT = 19.993 1 SL N 89 57 OW' 118.01'0 0.103 118.010' 1317.05E 1317.052 651.580 651.575 AREA = 155257. SO FT ( 3.56 ACRES) 7, 1 2 N 0 4 12E 80.000• BC.00C 113.497 35.494 C.C98 1 1 N 0 4 12E 12C.000 12C.000 0.120 0.147 47.709 L i S 89 57 CE 138.000 14.963 0.120 138.000 0:098 1 1 S G 4 12W LOC.OIC• C.12C 100.010 0.122 1 1 N 89 55 48W 20.000 0.024 " " 2C.CC0 1 1 S 0 3 CW 2G.00O AREA = 20.000 SO FT l 0.017 +CURVE: DELTA = 89 58 48 RADIUS = 20.000 LENGTH = 31.409 TANGENT = 19.993 1 1 N 89 57 0W 1L8.01C C.103 95.085 148.11E 118.010 --- --- --- -- 120.127 - -- - - -- -- 12C.130 -- - -- -- 138.147 --- ------ 138.150 AREA = 16475. SO FT f 0.38 ACRES) 1 2 N 0 4 12E 80.000• BC.00C 113.497 35.494 C.C98 1 2 S 89 57 OE 138.000 0.120 138.000 47.709 1 2, S 0 4 12W 80.000 14.963 80.000 47.709 0:098 1 2 N'89 11 57 OW 138.000 C.12C 4E.97E 138.000 - CURVE: DELTA = 60 58 48 RADIUS = --- ---- -- -- SC.12C - -- - - -- 8C.12C --- --- - -- 13E.C98 --- - - - --- 138.098 1 3 S C 4 12W 46.02C AREA = 11040. SO FT l 0.25 ACRES) 1 3 N 0 4 l2E 8C.000 80.000 113.497 35.494 C.098 1 3 S 89 57 OE 1G0.31 C. 0.088 10C.310 47.709 1 3 N 72 35 12E 5C.000 14.963 = 54.663 47.709 3C.424 1 3 S 11 36 24W 5C.000 0.088 4E.97E 10.0EC - CURVE: DELTA = 60 58 48 RADIUS = 50.000 LENGTH = 53.215 TANGENT = 29.440 1 3 S C 4 12W 46.02C AREA = 46.020 SO FT ( 0.26 C.CSE 1 3 N 89 57 OW 138.000 C.12C - - - - -- -- 148.994 ---- 138.000 --------- 95.084 95.085 148.11E 148.11E AREA `_ 10163.' SC FT ( 0.23 ACRES) 1 1 1 4 4 4 N S S G 44 44 4 46 46 12E 27E 27E 163.870 155.880 50.000 162.870 113.497 35.494 0.20"0 112.6C6 35.216 L 4 S 72 35 12W 5C.000 14.963 9.933 47.709 - CURVE: DELTA = 62 38 21 RADIUS = 50.000 LENGTH = 54.663 TANGENT = 3C.424 1 4 N 89 57 OW 10C.310 0.088 100.310 - CURVE: DELTA = 66 6 2 RADIUS = -- -- - - - -- --- 163.957 - - -- -- 163.955 --- ------ -- 148.C22 - - - - --- 148.018 1 5 N 44 46 27W 155.880 AREA = 11512. SO FT ( 0.26 ACRES) 1 5 N 89 59 55E 156.080 0.004 156.080 . 1 5 S 5 32 22E 102.900 102.419, 9.933 1 5 S 21 19 57W 50.000 46.574 18.189 1 5 N 44 46 27W 5C.000 35.494 35.21E - CURVE: DELTA = 66 6 2 RADIUS = 50.000 LENGTH = 57.685 TANGENT = 32.537 1 5 N 44 46 27W 155.880 113.497 112.60E ____ --- - - ---- --- 148.995 - - - - -- -- 148.994 --- -- -- 166.C13 --- - --- -- 166.C1G AREA = 11248. SC FT ( 0.26 ACRES) 1 6 N 5 32 2 2W 102.9OC 1 02,415 9.933 1 b N d 59 55m 9(i.UGU U.UUZ 44.16C 90. COD C.C2S 1 6 S 0 2 15W 126.450 102.115 126.450 2.880 O.C83 1 6 S 7 4 54W 312.490 16.662 31C.10E 163.C5C 38.525 1 6 N 0 4 12E 312.490 312.49C 107.394 0.382 108.455 - CURVE: DELTA =, 7 C 42 RADIUS = 312.490 LENGTH = 38.241 TANGENT = 19.145 1 6 N 89 55 48W It.7G0 0.026 1GE.455 16.7CG 1 6 S 60 4 12W 50.000 43E.558 24.947 118.EO8 43.332 1 6 N 21 19 57E 5C.CGC 46.574 10658. 1E.189 0.24 ACRES) - CURVE: DELTA = 38 44 15 RADIUS = 50.000 LENGTH = 33.805 TANGENT = 17.577 461.50t 461:503 108.571 106.573 AREA = 10132. SC FT ( 0.23 ACRES$ 11 7. N ..0 2 15E 126.450 126.450,',,. 0:683 1 7 "N 69 59 55E .80.00C' C.GO2 6C.000 1 I S U 2 15W 44.160 45.000 44.595 5.957 44.16C 10 C.C2S 1 7 S 1 36 55W 102.160 102.115 102.115 2.880 2.88C 1 7 S 21 43 54W 312.490 16.662 290.281 163.C5C 115.703 1 7 N 7 4 54E 312.490 31C.10E 107.394 38.525 108.455 - CURVE: DELTA = S 14 39 10 54W RADIUS = 312.490 LENGTH = 79.901 TANGENT = 40.169 1 8 N 34 -31 1CW 45.00C " 37.077 1GE.455 25.5C1 - CURVE: DELTA = 79 48- 4 RADIUS = 43E.558 436.560 118.EO8 118.611 AREA = 10658. SO FT ( 0.24 ACRES) 1 9 S 0 1 1bW 195.000 45.000 44.595 5.957 195.000 10 0.072 1 8 N 1 36 55E 102.160 102.115 2.880 96.559 1 8 S 89 57 CE 163.C5C 16.662 0.142 163.C5C 41.802 1 8 S 45 16 54W 152.630 31.663 107.394 31.57E 108.455 1 8 S 45 16 54W 45.000 45.000 LENGTH 31.663 TANGENT = 31.976 1 8 N 34 -31 1CW 45.00C " 37.077 1GE.455 25.5C1 - CURVE: DELTA = 79 48- 4 RADIUS = 45.000, LENGTH '62.676 TANGENT = 37.627 AREA = 12513. SO FT ( 0.29 ACRES) --- ---- -- --- 139.196 -- - - -- 139.199 - -- ------ 165.S30 --- -- - --- 165.932 ARFA v 11707_ CO FT 1 A 7 Aroccl 1 9 S 0 1 1bW 195.000 45.000 44.595 5.957 195.000 10 0.072 1 9 N 68 16 6W 106.100 39.285 96.559 1 9 N 68 lb 6W 45.000 16.662 41.802 1 9 N 45 16 54E 45.000 31.663 31.57E - CURVE: DELTA = 66 27 0 RADIUS = 45.000 LENGTH = 52.190 TANGENT = 29.475 1 9 N 45 16 54E 152.63C 107.394 --- ---- 1GE.455 -- --- 195.003 - - -- -- 195.000 ------- -- -- 14C.431 ----- -- 140.433 AREA = 12513. SO FT ( 0.29 ACRES) 1 10 N 7 39 28W 97.110 96.244 12.94C 1 10 N 7 39 28W 45.000 44.595 5.957 1 10 S 68 16 bE 45.000 16.662 41.802 - CURVE: DELTA = EC 36 38 RADIUS = 45.000 LENGTH = 47.603 TANGENT = 26.301 I 1C S 68 16 6E 106.100 39.285 9E.559 1 10 S 0 1 16W 85.000 85.0[0 C.C31 1 lC N 89 57 0 0 _106 121.39C 140.949 14C.946 14C.3E1 14C.35E AREA = 13443. SO FT 1 0.31 ACRES) 1 11 N 0 4 126 143.01C 143.010 C.122 C.175 1 1 11 S 13 17 1W 262.490 117.390 255.467 2[.000 60.313 1 11 N 21 43 54E 262.490 24 ?.834 1 97.190 N +CURVE: DELTA = 8 26 53 RADIUS = 262.490 LENGTH = 38.703 TANGENT = 19.387 1 11 N 77 58 57E 45.000 9.369 262.49C 44.014 C.321 1 11 S 7 39 28E 45.000 255.467 44.599 5.997 12 - CURVE= DELTA = 85 38 25 RADIUS = 45.000 LENGTH = 67.262 TANCENT = 41.70C ' 1 11 S. 7,39 4 28E 97.110 9E.244 12.94C 0.175 1 11 N 89 57 CW 10C.000 0.087 -- -- -- -- - ----=- - -------- 100.00[ 39E.301 39E.31C 16C.315 16C.313 AREA = 10902. SC FT ( 0.25 ACRES) 1 12 N 0 4 12E 13C.000 130.000 C.122 0.159 1 1 12 S 89 55 48E 20.000 117.390 0.024 2[.000 13 1 12 N 0 4 12E 20.000 20.000 1 0.024 N +CURVE= DELTA = 9C C- 0 RADIUS = 20.000 LENGTH = "31.416 TANGENT = 20.000 1 12 5 0 4 .12W 262.490 13 262.49C 89 C.321 1 12 N 13 17 LE 262.490 255.467 90 60.313 12 +CURVE: DELTA = 13 12 49 RADIUS = 262.490 LENGTH = 60.53E TANGENT = 3C.4C3 1 12 S 0 4 12W 143.010 143.010 0.175 1 12 N 89 57 OW 80.000 0.070 - -- - - -- -- - -- -- -- -- -- - ----=- - -------- 6C.000 405.537 405.524 8C.496 8C.495 AREA = 11774. SO FT ( 0.27 ACRES) 1 13 N 0 4 1ZE 99.990 99.990 C.122 1 13 S 89 57 OE 117.390 0.102 117.390 1 13 S 0 1 16W 12C.000 12C.000 C.044 1 13 N 69 57 OW 97.480 0.085 97.48C 1 13 N 0 3 OE 20.000 2C.000 C.017 .. 1 13 N 89 55.48W 2C.COC 0.024 2C.000 +CURVE: DELTA = 90 1 12 RADIUS = 20.000 LENGTH = 31.423 TANGENT = 2C.CC7 - - - -- -- ----- - - -- --- -- ---- --- ------ 120.099 120.102 117.530 117.524 AREA = 14007. SO FT ( 0. 32 ACRES) LOT AREA STATISTICS FOR: ALKI EAST ADDITION 09/28/76 r - I u BLOCK 1 AREA = 155257. SO FT 1 3.56 ACRES) ACC UM AREA = 15525B. SO FT 1 3.56 ACRES) DIFFc R ENCE = 1. SO FT GROSS DENSITY: 3 LOTS /ACRE NET DENSITY: 4 LOTS /ACRE LARGEST LOT: 16475. 50 FT SMALLEST LOT: 10132. SQ FT AVERAGE LOT: 11943. FT # OF LOTS: 13 i i U SCC.Cor 55+z q o I ,moo• 3 z �6 MAX W6l•L �-� 10 v s 9 m 10 1 N of N Z y to BOONS ' i•o m o� z 4 i G fY _ t BR OAOW�Y 1 /a. Con 2 6 +��.4 A.F .6 o" o 6' Lt. -- v� W Z E lf I Q Q 0 i VALLQYWAy W Z n_ I N U) Ill c o2 0 O Q UQ Ud �C � v 1 �l 44 E .tip M. 1 +I' 1 Co SUFI 'D AL_ENE RY.� , v� -!�c• aQ No LONGER /N a7PERAT /O� �� SEE bRrG� t_i Jr— N /�L -,';7 00 Uo �} o �Q DATE D — SCRIPT /O/,/ T 6 - 15 - 72 TH /S SECT /01V REPRODUCED FROM L /n/E/V TO A4YLAFZ. 5 8- 22- 72! W G. Ray 2 / • ..i ' I � v 1 �l 44 E .tip M. 1 +I' 1 Co SUFI 'D AL_ENE RY.� , v� -!�c• aQ No LONGER /N a7PERAT /O� �� SEE bRrG� t_i Jr— N /�L -,';7 00 Uo �} o �Q DATE D — SCRIPT /O/,/ B y 6 - 15 - 72 TH /S SECT /01V REPRODUCED FROM L /n/E/V TO A4YLAFZ. 5 8- 22- 72! RENicJVEA � GOEUR D'ALENF_ �- ADALO(JSE RY•,'I FROnn 7•/4 MY[. -AR SECTIOnr. G. Ray 2 / • SEC 15, T. 5 N. R. SCALE. i 4CO ¢� Np E /o 9 6 - 5 r •.4 ' 'V• 2 / • ..i ' z4 ,S N O IVP c 7 SEC 15, T. 5 N. R. SCALE. i 4CO ¢� Np E /o 9 6 - 5 r •.4 ' 'V• 2 / • ..i ' r 1•f y (� c 7 6 SEC 15, T. 5 N. R. SCALE. i 4CO ¢� Np E N .21 6 - 5 r • ..i ' r 1•f y 0 r CN �� LO 0 Up UQ v �Q X 0 4. V 0 0 lv 0 z Zo VA LL 6 Y WA X 30' Q ` �xory r5' w L iY ul 1 W ago 4 p�. r� r • ..i 30 1•f y (� c 7 6 0 r CN �� LO 0 Up UQ v �Q X 0 4. V 0 0 lv 0 z Zo VA LL 6 Y WA X 30' Q ` �xory r5' w L iY ul 1 W ago 4 p�. r� NO E : SHADED /AREA DE 5 /GtV4TE.S "LACAT /O/Vrf 1•f y (� NO E : SHADED /AREA DE 5 /GtV4TE.S "LACAT /O/Vrf JV t tA t j 2 10 jr 1 Do q 'Br 61 b Lo 3 Cur� in le_� no Ul V7 14.1 3 AV E 57 'I e� O REPINCYT- PEQU:l A P', E NG Ngol:� cz ........ ....... .......... 77f _F. q;= - ---------- t - lf 4 rp= _3- - .—I - p - -E z P- I T: r - Ig III ail Rol MEN ams WPM III -BOA alp" Room" wa om URI Immump, m Sm - M ro An Mom ELM Mo OWN Ems Ff rM rE WHO Elm-moon I as Mmm . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -,4 ------ - . . . . . . t=47- 1 Z ... . . - -------- . . . . . . . . . . . . 4- 13 A-11 IfA;l A 3TAJq �qAJ9* kil aaA jJ C" 4 ve" I F 11. W OR "W W oz A T—MMI= I VION WR ml Ig III ail Rol MEN ams WPM III -BOA alp" Room" wa om URI Immump, m Sm - M ro An Mom ELM Mo OWN Ems Ff rM rE WHO Elm-moon I as Mmm . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -,4 ------ - . . . . . . t=47- 1 Z ... . . - -------- . . . . . . . . . . . . 4- 13 A-11 IfA;l A 3TAJq �qAJ9* kil aaA jJ C" 4 ve" I F 11. T—MMI= ":Ji. wage gm m gm "MEM i 11 pi�_Zj , sv low INN mr Ig III ail Rol MEN ams WPM III -BOA alp" Room" wa om URI Immump, m Sm - M ro An Mom ELM Mo OWN Ems Ff rM rE WHO Elm-moon I as Mmm . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -,4 ------ - . . . . . . t=47- 1 Z ... . . - -------- . . . . . . . . . . . . 4- 13 A-11 IfA;l A 3TAJq �qAJ9* kil aaA jJ C" 4 ve" I F 11. r nom` N s 1. jFt r fJ\/VAY i4Vle, ti BOONS I BOOiVE AVE N °- 2028 - 45'' '^ 'b _ o.---- - - - - -- - -- -- I. _O m to G^ 3 4 5= ISM T 6 A.1 wY •2Z 5 I Jo ' xi p - :: 7 •. ;� t . r••y r. .� ;.. • SEC. 15, T. Z5 :N'- R.44 E. W M.- a, SCA!_E: 1 °= 400 o �® +o 0 .. " S�G:COt^ 53 +20. f?9a MISSION Eost N °- t20 1) A�E.N U E moo' as c m - - - No. °5i E c0'_ F? ' f _ - C. 0.245-Go —_— 3 73 7J yir P n x 37 •� _ U�i � ' •y "� 9 '10 it " LA wsr t - I .3 } L "t" 1 a i f/ • i � x E[! t3 14 T - 63,4 g t ro' N 4 .. I .3 L RI A 0 2 � 3 2 JQ . r5 4• ? ; 2 }i , ( 126 3 V 0 f. 110 • • - N f, N . ev •• k.'4' • . •) / . . 1 73 S/ 7!3 74117 i 5 To �, ti9 m 21 �3 GO' • 0� 4 3 2 13{ 3 ' of I N N '7 a g .. 0 � .I Z -�'f1 Z w S \p - s S c' A 84 p ° 0 O ,. - I _ 3 7 i 3 8 Q Q ,•/°. 2/59 -30 4' O 0 O s - ` SHA RP u l�fj g '6` N i 0x00 • c '�� f BOONS I BOOiVE AVE N °- 2028 - 45'' '^ 'b _ o.---- - - - - -- - -- -- I. _O m to G^ 3 4 5= ISM T 6 A.1 wY •2Z 5 I Jo Of �•. I 9 in D ESM E i%O 9 �N I Z ::i.; •. 1` Al 9 ;f... Z 0 -- B Z // /o ..9• x 6 i` ' z / i {a {a :" r:: F' : s . . - 105 • 1 O- ,4 . . W ME 7- a S /; ' r /6' (7 /X , /9., 20 2/ 22 : « ' 1- �- f C ' - T 'V "1 . �xVi W •2 •� / L J.r 9 8' /'1 E •� /•6 • - 2 • / V cesrgLao I N '' .. A! G M . \ i 1.. N10 6 rl/ \ tIi ..i3 Q 1 i i... Ip0 43 • ) . i i r 1 - 3J 13 -• /O 9 B 7 6 •1 s a 2 { .. Cq TA C.. OO' of v �� ~0 Q p Q i V I 77 7,8 ^ i Z ' f'r2' g0 Z Q t7 ! O 6. 1 0 5 . MA L t 7,J o" jr : _ . 1 N It �i . u 9,eo 4awa �1 ZO ty N 4 O 2 6 +66 Y i i e B R d+r D Y d ± ROAD - -� R R43 ' 5 5'Strip m T A _ , N_ 0 s' ' le e 5 , , LS' 5�a - N� .44 $ b ° o a C7 �(] ��•' j �� • X22 I 2 ,� -, 2 i1 .i llj, ' � Z N .., PRIt.I F D �'O �'3.� 3'j r',i y►r • fir Q ; C� - 2 a0 l ' C � �'}b� � �, :. ' 2 a '''t d L .• s ^'' .511 - N N 46 \� Sf OZ i - y y r .7 �., -. y,J• i' .3 y - B cor cK n 2 {p tK f - - 4LKI 8 vE - - O .. I h 25' t p. LK V E ,�CI .21 6- 5 6 , - % 55 "_ ; - - - -� ---- - = - - -• -- ,' �' pl k!lw e Of lf J N 4 2 + t d Sn ;' '?, s / I f /D' SHE Ab.Z 166 '7 J y t� ��S \ �\ qr r ti • !201 -F SEE O— O _ OLIVE AVE. ' O t ® ° {" q " r ' Q 9 /a - ,/ ,z *f zzos . 3i \� m ; 0 ' 1t9 N No. 2z0 - 5 ' /,. 1 Z Z tj N l3.. � € �\ E1 O � fl •.} 30 i Q � Q'20 V• _h of /9 dF, of« i EQ �Q' r YRLLEY wYAY vac iarway VALLEY Y _ _ o .� > e 3 ��o i 1 0x' N ; ► 2 O - ' Q\ - S' - SEE - - --- -- -- -- -- -- - - -- L- E. WAY) - . - :S•` ^ ./, - p f A NOT b - 0 - - 23 z2 6 • 5 , 3 z r ? Ll. to 1 I I ► z ` o a. o 140 - 0 2 '' S 3160 3 N 5 I Z 4 ti �1 O fi V 7 X O z - '1' •4 • t C. Q - . . a en Ilt' s MQin ve. No. 1.702 -3 No. 1798 ' S~ _ .5. 3 z 1 s'�. -- -- _ --40 Main Ave. - t-' d e Al N 9.. , qz n t _ •_• 22 • � -,- 23 0 - .o tF . l �b7 C�• a • Z RI BR' 4 s 6 �+ ..3y 2 / i `,.£- C'2 BOC Z ►R '.. {� mm0 q + t ! 0 " Z 8F a l• a t � ` • R1 s1� to < Avg �,y '•t`' / 'j° t : - `: _ - 21 p a se }r . .� V °N7. 6 :5: a.•r • r 71 -4 `�' to s izl ze 12 9 y y " r z j 11 & ' ' •' 8 W j 1 Z 2 - • 3 W': Q j r . / 3•s`S : A - ` 1 \9, . .. ' _t3. : 16 19 - ' ,3,3 - j I "f :7 • � i f M i 9�a C' - 6'r' \�: G 61� ..f" _ "' - -_- - - -- - 13 12 4 , y2 9. ,, -- - -- - -- /332.9 _ -- ------- - - - - -- - 1 4 �� P .4 c age { w p rr..rwv S PO KANE COON. 1 \ ` / R . O A D P F2 A Co LJ E �q \ .� N ¢_ �L 31 Z see /a'es . o ,� c:ea •.. . .ta�'J= iv tJ J= is I w G 3 b; �3r9 - a 'tl , TN {S DASHGD L.,N S v1fA :S J _ _ Id ' (J) 0 + 77-f6' S R/'1N L /N H o F 5PoKANB; fo N 8 1 CoEU,Ft.p A "- tV M' R) L +.V, -1, O KO L..O KGE,R fN.OP6rK'ATlO N• ' O1 � (s dRr�, c , N EN -!mac AT) Z x t L 0 N 1 0 a a Q F� .0 o- _ AD 0 DATE DFSCRIPT /O/'✓ BY x 6 15- 72 THIS S /ON 'R 'EPRODVCEO FROM. L1/VE/V , TO l .. G: Ro• y . 22 _ , ?EMUVE W 'S!-y0/CArvE - %Ec7- D:4L•ENE rC.3E r g y ,r/ 72 RROM 7)W/-'3 MY -LAR .SEcT /ON 4LOU : ROy /VOTE SHADED AREA DES /GNgTES 11 '1iACgT)O Al ,r ' xi p - :: 7 •. ;� t . r••y r. .� ;.. • a, Of �•. I 9 in D ESM E i%O 9 �N I Z ::i.; •. 1` Al 9 ;f... Z 0 -- B Z // /o ..9• x 6 i` ' z / i {a {a :" r:: F' : s . . - 105 • 1 O- ,4 . . W ME 7- a S /; ' r /6' (7 /X , /9., 20 2/ 22 : « ' 1- �- f C ' - T 'V "1 . �xVi W •2 •� / L J.r 9 8' /'1 E •� /•6 • - 2 • / V cesrgLao I N '' .. A! G M . \ i 1.. N10 6 rl/ \ tIi ..i3 Q 1 i i... Ip0 43 • ) . i i r 1 - 3J 13 -• /O 9 B 7 6 •1 s a 2 { .. Cq TA C.. OO' of v �� ~0 Q p Q i V I 77 7,8 ^ i Z ' f'r2' g0 Z Q t7 ! O 6. 1 0 5 . MA L t 7,J o" jr : _ . 1 N It �i . u 9,eo 4awa �1 ZO ty N 4 O 2 6 +66 Y i i e B R d+r D Y d ± ROAD - -� R R43 ' 5 5'Strip m T A _ , N_ 0 s' ' le e 5 , , LS' 5�a - N� .44 $ b ° o a C7 �(] ��•' j �� • X22 I 2 ,� -, 2 i1 .i llj, ' � Z N .., PRIt.I F D �'O �'3.� 3'j r',i y►r • fir Q ; C� - 2 a0 l ' C � �'}b� � �, :. ' 2 a '''t d L .• s ^'' .511 - N N 46 \� Sf OZ i - y y r .7 �., -. y,J• i' .3 y - B cor cK n 2 {p tK f - - 4LKI 8 vE - - O .. I h 25' t p. LK V E ,�CI .21 6- 5 6 , - % 55 "_ ; - - - -� ---- - = - - -• -- ,' �' pl k!lw e Of lf J N 4 2 + t d Sn ;' '?, s / I f /D' SHE Ab.Z 166 '7 J y t� ��S \ �\ qr r ti • !201 -F SEE O— O _ OLIVE AVE. ' O t ® ° {" q " r ' Q 9 /a - ,/ ,z *f zzos . 3i \� m ; 0 ' 1t9 N No. 2z0 - 5 ' /,. 1 Z Z tj N l3.. � € �\ E1 O � fl •.} 30 i Q � Q'20 V• _h of /9 dF, of« i EQ �Q' r YRLLEY wYAY vac iarway VALLEY Y _ _ o .� > e 3 ��o i 1 0x' N ; ► 2 O - ' Q\ - S' - SEE - - --- -- -- -- -- -- - - -- L- E. WAY) - . - :S•` ^ ./, - p f A NOT b - 0 - - 23 z2 6 • 5 , 3 z r ? Ll. to 1 I I ► z ` o a. o 140 - 0 2 '' S 3160 3 N 5 I Z 4 ti �1 O fi V 7 X O z - '1' •4 • t C. Q - . . a en Ilt' s MQin ve. No. 1.702 -3 No. 1798 ' S~ _ .5. 3 z 1 s'�. -- -- _ --40 Main Ave. - t-' d e Al N 9.. , qz n t _ •_• 22 • � -,- 23 0 - .o tF . l �b7 C�• a • Z RI BR' 4 s 6 �+ ..3y 2 / i `,.£- C'2 BOC Z ►R '.. {� mm0 q + t ! 0 " Z 8F a l• a t � ` • R1 s1� to < Avg �,y '•t`' / 'j° t : - `: _ - 21 p a se }r . .� V °N7. 6 :5: a.•r • r 71 -4 `�' to s izl ze 12 9 y y " r z j 11 & ' ' •' 8 W j 1 Z 2 - • 3 W': Q j r . / 3•s`S : A - ` 1 \9, . .. ' _t3. : 16 19 - ' ,3,3 - j I "f :7 • � i f M i 9�a C' - 6'r' \�: G 61� ..f" _ "' - -_- - - -- - 13 12 4 , y2 9. ,, -- - -- - -- /332.9 _ -- ------- - - - - -- - 1 4 �� P .4 c age { w p rr..rwv S PO KANE COON. 1 \ ` / R . O A D P F2 A Co LJ E �q \ .� N ¢_ �L 31 Z see /a'es . o ,� c:ea •.. . .ta�'J= iv tJ J= is I w G 3 b; �3r9 - a 'tl , TN {S DASHGD L.,N S v1fA :S J _ _ Id ' (J) 0 + 77-f6' S R/'1N L /N H o F 5PoKANB; fo N 8 1 CoEU,Ft.p A "- tV M' R) L +.V, -1, O KO L..O KGE,R fN.OP6rK'ATlO N• ' O1 � (s dRr�, c , N EN -!mac AT) Z x t L 0 N 1 0 a a Q F� .0 o- _ AD 0 DATE DFSCRIPT /O/'✓ BY x 6 15- 72 THIS S /ON 'R 'EPRODVCEO FROM. L1/VE/V , TO l .. G: Ro• y . 22 _ , ?EMUVE W 'S!-y0/CArvE - %Ec7- D:4L•ENE rC.3E r g y ,r/ 72 RROM 7)W/-'3 MY -LAR .SEcT /ON 4LOU : ROy /VOTE SHADED AREA DES /GNgTES 11 '1iACgT)O Al ,r DEDICATION KNOW ALL MEN: BY THESE PRESENTS, that Jared R. William, Sr. and Mary M. Williams, husband and wife, Jared R. Williams Jr., single man, and Marion G. Harris.and Helen M' Harris, husband and wife, and Pacific First Federal Savings and,Loah Association formerly Spokane Valley Savings and Loan Association, ate of Washington, have caused to be platted into lots, a corporation organized under the laws of the St blocks, and streets the land shown hereon as "ALKI EAST ADDITION" and described as follows: The West half of Tract 82 of OPPORTUNITY, as per plat thereof recorded in Volume "K" of Plats, page 20; EXCEPT the North 175.0 feet; AND EXCEPT the South 25.0 feet for Roadway purposes; AND the South 425 feet of the West half of the East half of Tract 82 of OPPORTUNITY; EXCEPT .the South 145.0 feet of the East 184.0 feet of the West 3/4 of said Tract 82; in Section 15, T. 25 N., R..44 E.W.M. in the County of Spokane, State of Washington. "No more than one dwellingstructure 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. A public water system as approved by County and State Health authorities and the local fire district and water I supplier (purveyor) will be installed within this plat, and the subdivider will provide for individual service to each lot.prior sale of each lot. The plattor does hereby dedicate forever the streets shown hereon for public road purposes, • • .6i .Y w � ^IP 't 4 bflya J — ,•rv'�� ARED R. WILLIAMS, SR. MARY M. WILLIAMS JARED R. WILLIAMS JR. f ' /�- Y. ' ��/`, . .��• _ � „a'.BF� ��;”' • x-�° F L'S 5r^' tir . � hRIO�HARRIS OS/ HELEN M. HARRIS PACIFIC FIRST FEDERAL SAVINGS AND IRAN ASSOCIATION FOR4ERLY SPOKANE VALLEY SAVINGS AND LOAN ASSOCIATION VICE PRESIDENT - VICE PRESIDENT ACKNOWLEDGEMENT STATE OF WASHINGTON)SS COUNTY OF SPOKANE ) On this day � - - , 1976, before me personally appeared Jared R. Williams,Sr. and Mary M. Williams, husband and wife, Jared R. Williams Jr., single man, Marion G. Harris and Helen M. Harris, husband and wife, and Jean I. Landa and L. G. Cunningham., known to be vice presidents of Pacific First Federal Savings and Loan Association formerly Spokane Valley Savings and Loan Association, 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 Pacific First Federal Savings and Loan Association, 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 conunision exr".res , ✓ ` r ` t Notary Public in and for the State of Washington residing at Washington ENGINEER'S CERTIFICATE I, Clarence E. Simpson, a licensed Civil Engineer and Land 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. • e Clarence E. Simpson Professional Engineer and Lan urveyor i' r•s ; � ti ��,1i 4i Found 5/8" Found 5/8' Pin 1323.86' Square Pin . - BROADWAY A VENUE g G' o N 89° 59'55" E Q t 1'- 99' 325.97' 162. ! 162.99' 65 T -� =°J ( I I I 1.95' 20' L Q E Line of W 1/2 of Tract 82-4 I 7h'''` ti TRACT 82 OF OPPORTUNITY S 89 59' 55" W 326.08 1 w 156.08' 90.00' 80.00' LO E Line of W I/2 of E 1/2 of Trract -►i N i ' 3 O W Z N 89 57 00" W 163.05' I rn 163.05 ( I CQ to _64 N O F�j ,p Z I I o� co Nl J,J' d'dk, ^ / y o a 8 4 I .E7 38.24 tt �� 9Q : 6 2.68 �� O See Detail ..A S 89°5548 .. a0 h R. 50 E - 0 - V 1 G I N I A I } 100.31' I 45A0 108 6gC U g r co Z S 89 °5700' E , , ; Zw`�, Sg8 3 T4 2 .. �' -�`� g rn I TRACT 81 D m S -�2 °35 S ', "p 60.53' �sOS': ►Nn _ ° o ? �� CNZ' °585T c0 o B /16 O C co I W e � UI r 26 6 E� p 0 138.00' 09 W R� O ° N OF OPPORTUNITY DETAIL "A" �, 3 S 89 57 00 E _ Q O It . __ _ w K) = O N � ' J NO SCALE N o - -7 ��fiJ I Z. a N M 12, - o II _ M 10 ' E- �t — _ U O O -o M - ' Z �� ti _Q a o 2 Q �, o o co to I Found Pin — °° B L C K OI u' ca 1.32 W ( ,Y NC 138.00' =N 0.00 121.39' ' W S 89° 57'00" E o 117.39 1 S 89° 5 7' 00" E 184.00' 0 0 1 f- -- - -- - -- 3 Q o 1 i - O O 1 ( SCAI_ - E: I "= 5 CL z 1 o rn 13 0 ( TRACT 82 o Q o _Found Pin _ - - oN Q W 1 OF OPPORTUNITY I !Y? N (D 07 Z O ft z ZD _ N W 3� �'.3` o 1 A $ o - II8.01' �" 9748' O -f- - - - - - - - - - - - - - - o - (0 U) m 2 Y ' $ Z , cu 163.0 ALKI 142.5 2 AVENUE 163.17 !63.17 I 652.68' - - + N o -� o _. , i S 89° 57' 100" E 305.51' -� — — W 'O 0 M W '( N N � I 1 oZ - Found Pin m m I -- -- - - - - - -- � 0 N � TRACT 119 OF OPPORTUNITY d: , tk 2 0 m o v ( _j 65 3.41 , 653.41' t ' ) o I N VALLEY 1326.87' WAY N v a Found 5/8" Pin Found 5 /8'.Pin W 0.4 2 ALKI AVENUE 16 3. 14' -- o - 3 Found Mon. for Boyer's Subdivision Not at Tract Corner COUNTY OFFICIALS n The Bearing of S 8q'' 5 7' 00 "E on Alki Avenue, Per Boyer's Subdivision, was used as the basis of bearing for this map. I hereby certify that the required taxes on the herein platted land have been paid this day of. cur ,1976, e,»r B ._ Spokane County Treasurer Deputy LEGEND Examined and approved _. �•. �..' this -.?:r.• day of , Spokane ,:. B �,, !� y county Assessor Deputy • MON. 8& CORNERS FOUND (AS NOTED) o MON a 'CORNERS SET 1/2" REBAR TAG 706 -SUBDIVISION BOUNDARY Examined and approved this day of: 19761' Spokane County Engineer 197 Ft� 4 D . -. , B y .. s•.`. s .�' f'< ;,. gym° ,, ��rP. a .i r` t .f'`'( � .p� .. �1 �..r i� �,*t' _ d /� Examined and approved .� day this „d; y of ♦,,..�•� t,' �' , - Spokane County Planning' Commission Ch irman. P anning• ' irector % Y ' ' fcamined and approved this day of , 1 97 6 . Spokane County,,ommissioners Chairman \ Examined and approved thi day of 1 97 6 r u ,,, -6poka County Health District HeaLt Offic ier