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PE-985-75AGENDA, NOVEMBER 14 1975 SPOKANE COUNTY PLANNING COMMISSION Time: Place: TELEPHONE NO.: 456 -2274 Friday, November 14, 1 975, 9:30 A.M. Commissioners' Assembly Room, County Court House PRELIMINARY SUBDIVISION AND ZONE CLASSIFICATION UPGRADING 5. PE- 985 -75, Aloha Second Addition ZE- 75 -75, Agricultural to Single Family Residential (R -1) a. Location: Section 33, Township 25 N., Range 44, E.W.M. The S 112 of the S 112 of the NE 1/4 of the NW 1/4 of Section 33. b. Sponsor: Percy Howell 5123 NW boulevard Spokane, Washington 99205 -c: Engineers: Clarence E. Simpson Engineers, Inc. North 909 Argonne Road Spokane, Washington 99206 d. Site Size: 10 acres e. Number of Lots: 19 f. Land use proposed by sponsor: Single family dwellings g. Existing Zoning: Agricultural, established January 6 1959 h. Advertised Zone Upgrading: Single Family Residential (R -1) i. Water Source: Model Irrigation District J. School District: Central Valley School District 0 f �Yu �.1.E:11 1000 9 Q 0 MINUTES NOVEMBER 14, 1975 PRELIMINARY SUBDIVISION AND ZON CLASSIFICATION UPGRADING PE- 985 -75 - ALOHA SECOND ADDITION: HOWELL ZE 75-75 AGRICULTURAL TO SINGLE FAMILY RESID ENTIAL (R -1) Planning Commission Recommendation: Foprove 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 and that the four future lots as shown between the East and West portions of-the plat be included in the approv- al to provide for additional flexibility in creating lots. in final plats. 2. That a statement be placed in the dedication to the effect that no more than one dwelling structure be placed on any one lot, nor shall any lot be further subdivided for tho purposes of creating additional lots or building sites without filing a roplat. 3. That the plat provide for right of way width for streets as indicated un the preliminary plat of record. 4. That appropriate provision be made that the following described property be held in trust until the continuation of the streets be dedicated or deeded: A V strip at the ends or edges of all streets that terminate or border the plat boundary. (Temporary cul de sacs are required when streets terminate at the plat boundaries.) 5. That appropriate street names be indicated. 6. That appropriate utility easements be indica on copies of the approved preliminary plat for distribution to the Planning Department and thc% utility companies. Written approval of the easements by the utility company must be received prior to the submittal of the final plat. t 7. That a plan for water facilities adequate for fire protection.be approved by the water supplier and fire protection district. Said water plan must also have been approved by the appropriate health authorities. The health authorities, water supplier (purveyor), and fire protection district will certify, prior to the filing of the final plat, on the face of said water plan that the plan is in conformance N - tth their requirements and will adequately satisfy their respective nE ids. Said water plan and certification will be drafted on a transparency suit:. )le for reproduction. (Cont'd) -15- •l PE- 985 -75 - ALOHA 2I\ ?D ADDITION (Cont'd) 13. That a name be lndicate9 before the final plat is filed; such name to be approved by the County ;Assessor and the Planning staff. EN VIRONMENTAL ASSESSMENT At the time of the hearing oii this proposed subdivision, consideration will have been given to (1) the Ejublic use and interest proposed to be served by the establishment of the subdivision and dedication (RCW 58.17. 110) and (2) those elements necessary to determine the existence or non - existence of a major action with significant effects on the environment. The Planning Commission, at this time, recommends to the Board of County Commissioners that this application as presented will have no significant effects on the environment provided that tl}e above conditions attached to the preliminary plat of record are met. ZONING RECOMMENDATION Planning Commission Recommendation: Approve Aloha Second Addition as indicated on the preliminary pleat of record to the Single Family Residential (R -1) ANALYSIS: 1. The lots in Aloha Second Addition have been designed to accommodate single - family residences, i.e, All of the lots would have at least 80 feet of frontage and 10, 000 square feet of aroa. 2. The plat is situated in the Opportunity community. The Commission has been upgrading similar lot developments, including Aloha Additi• ^n. in the area to the dingle Family Residential classification. 3. The Single Family Residential Zone prcnL - its duplexes, animal keeping other than household pets, mobile homes and home occupations. B. GENERAL DATA: 1. Location: Section 33, Township 25 N., Range 44, E.W.M. The S 1/2 of the S 1/2 of the NE 1/4 of the NW 1/4 of Section 33. 2. Sponsor: Percy Howell 5123 Northwest Boulevard Spokane, WA 99205 3. Engineers: Clarence E. Eimpson Engineers, Inc.. North '05 Argonne Road Spokae, W:A 99206 (Cont'd) -17- PE- 985 -75 -ALOHA 2ND ADDITION (Cont'd) 4. Site Size: 5. Number of Lots: 6. Land use proposed by sponsor: 7. Existing Zoning: 8. Advertised Zone Upgrading: 9. Water Source: 10. School District: 10 acres 19 Single family dwellings Agricultural, established January 6, 1959 Single Family Residential (R -1) Model Irrigation District Central Valley School District West 808 Sprague Avenue Spokane, Washington 99201_ A .Service o/ (509) TE 8 -3685 - �;- : Transamerica Corpom,iov Ilt �a. Transamerica Title Insurance Co CERTIFICATE TO PLAT Order No.: 74620 -h? Certificate for Filing Proposed Plat of ALOHA SECOND ADDITION Spokane County Planning Commission Spokane County Court (louse Spokane, Washington 99201 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: The South half of the South half of the Northeast quarter of the Northwest quarter of Section 33, Township 25 North, Range 44 E.W.M.; EXCEPT any platted portion and EXCEPT Pierce Road and Bowdish Road; Situate in the County of Spokane, State of Washington. VESTED IN: PERCY HOWELL and EDNA M. HOWELL, husband and wife; EXCEPTIONS: I. to excise tax, if unpaid. 2. General taxes for the year 1976 in the amount of $1,490.42, including Weed District Tax, payable February 15, 1976. (Parcel No. 33542 -9402) 3. Assessments for the year 1976 in the amount of $48.00 by Model Irrigation District No. 18, payable February 15, 1976. (continued) JAN 81976 SPOKANE COUNTY PLANNING COMMISSION Page 2 Order No. 74620 -M 4. Liability to future assessments by Model Irrigatinn District No. 18. S. EASEMENT, INCLUDING TERMS AND CONDITIONS THEREIN: Grantee: The Washington Water Power Company, a corporation Purpose: Electrical distribution line across said property, with right to place 4 poles and Location: 1 anchor on the Southerly line together with right to remove brush and trees. Dated: October 24, 1966 Recorded: November 1, 1966 Document No.: 243752C Records examined to January 2, 1976, at 5:00 P.M. TRANSAMERICA TITLE INSURANCE COMPANY By: Vir'inia Stamper ms ;R.JREF-TY OF A,N!' - COUNTY ASSESSOR �6 4-0,4c. 33 - 25 CAS rZ. R Z y 0 / 2 cZop2 Z,/C-0 3 z V00 el V q 2- s� FRANSAMERICA TITLE INS�J$14 n)F COMPANY -7 W. 808 SPRAGUE AVENUE SPOKANE, WASHINGTON 99201 N W F E S This print is made solely for the purpose of assisting ;n locating said premises and the company assumes no WAity for variations, if any, in dimension 94 rotation ascertained by actual survey. Ae.oNA gosA/. R�pHii Fiasz i+I, +. Willy MwI l ry Z_ �wi e i I 2�10// / - 1� 1 (. z � 0 t 3 N jDF rE 1.t3 *0 � q. a T i 2- �oo> JOEY MARIE c7 - 2-o ADD. + i Willy MwI l ry Z_ �wi e i I 2�10// / - 1� 1 (. z � 0 t 3 N jDF rE 1.t3 *0 � q. OFFICE OF COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Date April 22 19 _16 Inter - office Communication To J. Masgai Fro J. Legat - Utilities Dept. �L Subject Aloha 2nd Addition - Storm Drainage Storm drainage facilities for Aloha 2nd Addition appear to be adequate, m Form 327 -C R MINUTES NOVEMBER 14, 1975 PRELIMINARY SUBDIVISION AND ZONE CI r'SSI; ICATION UPGRADING PE- 985 -75 - ALOHA SECOND T;DDITION: HOWELL ZE- 75 -75 - AGRICULTURAL TO SINGLE FAMILY RESIDENTIAL (R -1) 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 and that the four future lots as shown between the East and West portions of the plat be included in the approv- al to provide for additional flexibility in creating lots in final plats. 2. That a statement be placed in the dedication to the effect that no more than one dwelling structure be placed on any one lot, nor shall any lot be further subdivided for the purposes of creating additional lots or building sites without filing a replai. 3. That the plat provide for right of way width for streets as indicated on the preliminary plat of record. 4. That appropriate provision be made that the following described property be held in trust until the continuation of the streets be dedicated or deeded: A 1' strip at the ends or edges of all streets that terminate or border the plat boundary. (Temporary cul de sacs are required when streets terminate at the plat boundaries.) 5. That appropriate street names be indicated, 6. 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 easements by the utility company must be received prior to the submittal of the final plat. 7. That a plan for water facilities adequate for fire protection be approved by the water supplier and fire protection district. Said water plan must also have been approved by the appropriate health authorities. The health authorities, water supplier (purveyor), and fire protection district will certify, prior to the filing of the final -flat, on the face of said water plan that the plan is in conformance vith their requirements and will adequately satisfy their respective r. eds. Said water plan and certification will be drafted on a transparency suit -Ie for reproduction. (Copt' d) -15- PE- 985 -75 - ALOHA 2ND ADDITION (Cont'd) 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 arrange- ments have been made with the plat sponsor for construction of the water system, in accordance with the approved plan, and in accordance with a time schedule. The time schedule will provide, in any case, for com- pletion of the water system and inspection by the appropriate health au- thorLties prior to application for building permits within the plat. The contractual arrangements will include a provision holding Spokane County and the water supplier (purveyor) harmless from claims by any lot purchase refused a building permit due to the failure of the plat sponsor to satis- factorily 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. 8. That a certificate of title be furnished the Planning Commission prior to the filing of the final plat. 9. That the preliminary plat be given conditional approval to December 1, 1976, and that the sponsor will work with the staff to determine boundaries for final plats. 10, That streets be improved to standards established by Spokane County or a bond to cover the cost of such L:a- -ovements be furnished the County Engineer. The bond may also cover t::.: cost of "as built' plans, engi- neering, costs, and placing of final center line monuments. 11. That profiles of streets, cross sections, proposed grades, and drainage plan of the plat be submitted and approved by the Courrty Engineer and by the Planning Director before the final plat is drawn. Prior to accep- tance 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. 12. Conditional approval of the plat is given subject to the dedication of the right of way to the public and approval of the road system in the plat by the County Engineer. (Copt' d) -16- i j PE- 985 -75 -ALOHA 2ND ADDITION (Cont'd) 13. That a name be indicated bc- foro'thc final plat is filed; such name to be approved by the Assessor and the Planning staff. EN VIRONMENTAL ASSESSMENT At the time of the hearing of this proposed subdivision, consideration will have been given to (1) the public use and interest proposed to be served by the establishment of the subdivision and dedication (RCW 58.17. 110) and (2) those elements necessary to determine the existence or non - existence of a major action with significant effects on the environment. The Planning Commission, at this time, recommends to the Board of County Commissioners that this application as presented will have no significant effects on the environment provided that the above conditions attached to the preliminary plat of record are met. ZONING RECOMMENDATION Planning Commission Recommendation: Approve Aloha Second Addition as indicated on the preliminary plat of record to the Single Family Residential (R -1) Zone classification upon filin of the final plat. ANALYSIS: 1. The lots in Aloha Second Addition have been designed to accommodate single- family residences. i.e. 1111 of the lots would have at least 80 feet of frontage and 10, 000 square feet of area. 2, The plat is situated in the Opportunity community. The Commission has been upgrading similar lot developments, including Aloha Addition, in the area to the Single Family Residential classification. 3, The Single Family Residential Zone pic.A.rAs duplexes, animal keeping other than household pets, mobile homes and home occupations. B. GENERF&L DATA: 1, Location: Section 33, Township 25 N., Range 44, E.W.M. The S 1/2 of the S 1/2 of the NE 1/4 of the NW 1/4 of Section 33. 2. Sponsor: Percy Howell 5123 Northwest Boulevard Spokane, WA 99205 3. Engineers: Clarerico E. Simpson Engineers, Inc. , North 009 Argonne Road Spokane, WA 99206 (Cont'd) -17- PE- 985 -75 -ALOHA 2ND ADDITION (Cont'd) 4. Site Size: 10 acres 5. Number of Lots: 19 6. Land use proposed by sponsor: Single family dwellings 7. Existing Zoning: Agricultural, established January 6, 1959 8. Advertised Zone Upgrading: Single Family Residential (R -1) 9. Water Source: Model Irrigation District 10. School District: Central Valley School District ME SPOKANE COUNTY ENGINEER ROAD DEPAP- ENT SUBDIVISION SECTION T0: Charles L. Huggins, Director of Planning ??OM: Robert S. Turner, County Engineer SUBJECT: Standard Plat Conditions We reco=end approval of the plat of subject to the following conditions: DATE:October 27, 1975 PE- 985 -75 Aloha Second Addition that conditional approval of the plat is given subject to dedication of Eight of Way to the public and approval of the road system in the plat by the County Engineer; that plans, profiles, and cross sections showing proposed street centerline and curb grades be submitted to the County Engineer for approval prior to construction and the filing of a final plat; that drainage plans and design calculations showing the grades and alignment of drain- age facilities be submitted to the County Engineer for approval prior to construction and the filing of a final plat; construction within the proposed public streets and easements shall be performed under the direct supervision of a licensed land surveyor, who shall be responsible for perpetuating all evidence of the location of survey monuments which may be disturbed during construction and who shall furnish the County Engineer with "As Built" plans and a certificate in writing that all improvements were installed to the lines and grades shown on the approved construction plans and that all disturbed monuments have been replaced; no construction work is to be performed within the Public Right of Way until a permit has been issued by the County Engineer. All work is subject to inspection and approval by the County Engineer; all construction within the Public Right of Way 'is to be completed prior to filing the final plat or a bond in.the amount estimated by the County Engineer to cover the cost of construction of improvements, construction certification, "As Built" plans, and conumenting the street centerlines shall be filed with the County Engineer. JM /sp SURVEYOR: CLARENCE E SINP N909 ARGONNE RU SPOKANE WA 926 -1322 CHECKED BY: GERALD D MASGAI LS .DATE: 09/2,4/76, 1 - - -- LATITUDES- - - - - -1 1--- DEPARTURES - - - -I BLCK LOT BEARING DISTANCE N 0 R T H S 0 U T H E A S T W E S T - - -- - --- - - -- -- - -- - - ---- -- --- ---- -- -- - - - -- -- -- ------- -- ---- - -- PLAT BURY N C LO 57W 332.22C 332.21E 1.05E PLAT 80RY S 89 43 44E 1331.300 5.190 -_ 6.300 1331.285 C:O1i - PLAT GORY S 0 11 24E _31.39C 331.388 1.699 919:315 PLAT EORY N 89 45 52W 1331.34C 5.474 ^' 913:246 " 1331.329 - CURVE: DELTA = 6 24 C• RADIUS = 337.692 . 337.68E 1232.384 1332.387 E SL N 83 24 36E 143.51C AREA 441722. SO FT ( 10.14 ACRES) 1 SL N 63 32 13W 143.51C 63.951 126.473 1 CL'.. N 0 11 24W 5.000 5.000 = 82.789 TANGENT =_ 0 :G17 1 CL S 89 48 36W 894.320 32.50E 2.966" 16:180 694 1 CL N 83 24 36E E94.32C 102.636 EEE.411 211.344 - CURVE: DELTA = 6 24 0 RADIUS = 894.320 LENGTH = 99.896 TANGENT = 50.CCC 1 CL N 83 24 36E 16E.51C 19.339 = 109.82C 167.397 55.922 1 CL N 63 32 13W 168.510 75.092 1 150.854 +CURVE: DELTA = 33 3 11 •RADIUS = 168.510 LENGTH'= 97.211 TANGENT '= 5C.CCC 1 CL N 26 27 47E 13.100 11.727 33'1'.40E ," 5.E38 1 CL N 26 27 47E 23.210 2C.77E 1C.343 289.998 1 CL N 63 32 13W 211.C8C 94.062 188.963 1 CL N 89 48 36E 211.080 0.700 211.079 ..' :7CURVET „0ELTl1 ".. =, 26 39 11 RADIUS = 211.080 'LENGTH = ..98.191 TANGENT '= 5C.COC 1 -_;: CL N 0 11 24W 5.000 5.66Q ... . 0.017 1 CL `S 89 43 44E 295.000 1.396 294.997 1 CL S 0 11 24E 331.39C _31.38E 1.099 1 CL N 89 45 52W 345.000 1.418 344.997 --- --- 335.752 335, :756 1579.163 1`.79.163 AREA = 109793. SC FT t:_ 2.52 ACRES) 1 - SL '::N -0 11 24W 5.190 5.190 -_ C:O1i 1 SL 'S 89 48 36W 919.32C ,3.049 919:315 1 SU N`'B3 24 36E 919.320 105.505 ^' 913:246 " - CURVE: DELTA = 6 24 C• RADIUS = 919.320 LENGTH = 1C2.689 TANGENT = 51.39E 1 SL N 83 24 36E 143.51C 16.470 142.562 1 SL N 63 32 13W 143.51C 63.951 126.473 +CURVE: DELTA '= 33 3 11 RADIUS = 143.510 LENGTH = 82.789 TANGENT =_ 42.582 1 SL N,•26 27 47E' 36.310 32.50E 16:180 1 -- SL N 63 32 13W 236.080 105.202- 211.344 1 SL N 89 48 36E 236.080 C.783 236.079 - CURVE: DELTA = 26 39 11 RADIUS = 236.080 LENGTH = 109.82C TANGENT = 55.922 1 SL N 0 11 24W 4.800 4.800 0.016 1 SL S 89 43 44E 24C.000 1..136 235.997 1 SL S 0 11 24E 23.1'.41[ 33'1'.40E 1.C99 1 SL N 89 45 52W 290.000 1.192 289.998 335.59E 335.593 154S.163 1549.162 ARFA = 91312. SO FT ( 2_10 ACRFC) I E E 1 1 N b3 32 13W 236.080 N 89 48 36E 23E.C8C 26 39 11 RADIUS = N 0 11 24W 4.800 S 89 43 44E 120.000 S 13 42 21W 124.92C N 84 28 14W 115.660 105.202 0.783 4.800 .079 0.566 119.999 1.363 11. 14 5 121.930 ,121.931 35E.C77 AREA =, 13282. SC FT 1 211.344 55.922 0.01E 25.59E 115.122 356.080 0.3C ACRES) 1 Z N,83 0 24 36E 143.51C 1E.47C 5 142.562 0.017 1 2 N 63 22.13W 36W 143.510 63.S51 3.045 150.000 C.617 149.599 r' 128.473 +CURVE:' DELTA N 33 3 11 RADIUS = 143.510 LENGTH _ 82.78S ` TANCENT = 42.582 1 2 N 26 27 47E 36.310 32.50E = 102.689 16.180 = 51.39E 1 2 S 84 28 14E 115.660 1.783 11.145 115.122 1 2 S 0 11 24E 10C.000 ��, 99.999 C.332 __,_ ._ . 1 2 S 89 17 57W 145.730,,, 0.57E 1.783 ;, 145.719 112.926 112.927 274.19E 274.192 AREA = 14701. SC FT ( 0.34 ACRES) 1 3 N 0 11 2AW 5.190 5.190. -. 5 N 0.017 1 3 S 89 48 36W 915.320 45 3.045 150.000 C.617 149.599 519.315 1 3 N 83 24 36E 519.32C 105.505 N 913.246 45 - CURVE: DELTA = 6 24 0 RADIUS = 919.320 LENGTH = 102.689 TANCENT = 51.39E 1 3 N 89 IT 57E 145.73C 1.783 145.719 ' 1 3. S 0 11 24E 110.000 ��, lOS.999 _ G: °65 __,_ ._ . "1 3 N 89 45 52W 14C.000 0.57E 139.595 -- ----- -- --- 113.052 - - -- -- -- 112.04E --- - --- 105S.230 --- ------ 1055.331 AREA = 15435_ SC FT ( 0.35 ACRFS) 1 4 N 0 11 24W 82.850 82.850 0.275 1 4 S 89 45 52E 15C.000 0.617 14S.S99 hamew -_ - l � � �: 11 116 UG.UIV - UC •UJV l:.LlJ 1 4.., N 89 45 52W 150.000 G.E17 149:999 83.46E 83.46E 15C.273 150.273 AREA = 12427. SC FT 1 0.29 ACRES) 1 1 1 1 - CURVE: DELTA = L i 1 1 83.46E 83.46E 150.273 150.273 1 5 N 0 11 24W 82.850 82.85C 0.275 1 5 S 89 45 52E 150.000 C.617 149.599 1 5 S 0 11 24E 82.850 82.850 0.275 1 5 N 89 45 52W 150.000 0.617 145.555 1 1 1 1 - CURVE: DELTA = L i 1 1 83.46E 83.46E 150.273 150.273 7, AREA = 1 2 12427. SG FT ( 0.29 ACRES) 0.147 E F 1 b N 13 42 21E 39.640 38.511 5.392 1 6 S 89 45 52E 14C.48C 172.92(t C.57E 14C.47q 1 6 S 0 11 24E 82.850 47W 62.85C 0.275 1 6 N 89.45 45 52W 150.000 0.617, 13E 149.ggq 75.092 15C.E54 2 CL S 83.42E 83.427 15C.14E 150.14E 168.51[ 20.000 LENGTH 19.339 TANGENT 167.357 - CURVE: DELTA ,= AREA = 12244. SO FT ( 0.28 ACRES) 1 7 N 13 42 21E 85.280 82.852 2C.206 1 7 S 89 43 44E 12C.000 172.92(t (.56E 119.599 1 7 S 0 11 24E 82.860 47W 82.86C C.275 1 7 N 89 45 52W 14C.48C 0.57E 13E 140.479 75.092 15C.E54 2 CL S 83 24 36W 168.51[ 20.000 LENGTH 19.339 TANGENT 167.357 - CURVE: DELTA ,= 83.429 83.427 14C. 47q I AC. 47q 11 RADIUS = 168.510 - LENGTH = 97.211 TANGENT 50.00( 2 AREA = 10797. SO FT l 0.25 ACRES) 2 CL N 0 11 24W 225.900 225.895- 0.745 2 CL S 84 47 20E 172.92(t 15.706 172:205 2 CL S 26 27 47W 13.1CC 11.727 5.83E 2 CL S 63 32 13E 168.51C 75.092 15C.E54 2 CL S 83 24 36W 168.51[ 20.000 LENGTH 19.339 TANGENT 167.357 - CURVE: DELTA ,= '33 77 3 11 RADIUS = 168.510 - LENGTH = 97.211 TANGENT 50.00( 2 -- CL S 83`24 24 36W M4.32C- 102.63E 888.411 2 CL N 89 48 36E 894.320 2.SbE = 64.949 894.315 = 32 +CURVE= DELTA = 6 24 0 RADIUS = 894.320 LENGTH = 99.89E TANGENT = 50.00C 2 CL S 0 11 24E 5.000 869.320 5.000 C.C17 865.315 2 CL N 69 45 52W 155.000 0.637 869.320 LENGTH = 97.104 154.955 = 48.603 _. 2 _. SL 5:; -0 11 24E- 229.502, 229.499;- ; 1217.391 1217'.353 2 - -- SL, N,89 45 52W -` AREA = 33784. SO-FT ( 0.78 ACRES) 2 SL N 0 11 24W 20C.100 200.099 0.E64 2, SL S 84 47 2CE 111.[8(' 10.089 110.621 2 SL S 5 12 4CW 2C.O0C 15.917 1.817 2 SL S 77 21 34E 20.000 4.377 19.515 +CURVE- DELTA = 97 25 46 RADIUS = 20.000 LENGTH = 34.009 TANGENT = 22.777 2- SL S 77 21 34E 193.51C- 42.347 IEE.E20 2 SL S'83 24 36W 193. °1( 22:208 192.231 - CURVE: DELTA = 19 13 50 RADIUS = 193.510 LENGTH = 64.949 TANGENT = 32 2 SL S 83 24 36W E66.32C 59.767 863.576 2 SL N 89 48 36E 869.320 2.883 865.315 +CURVE: DELTA = 6 24 0 RADIUS = 869.320 LENGTH = 97.104 TANGENT = 48.603 _. 2 _. SL 5:; -0 11 24E- 4.810 4.810 C.C16 2 - -- SL, N,89 45 52W -` 130.000 0.534 129.599 203.51E 203.514 118E.287 1188.287 AREA = 24E53. SO FT ( 0.57 ACRES) 1 2 1 N 0 11 24W 1 CC. COO SS.99S I.CSE 0.332 2 1 N 89 27 54E 124.580 1.163 1G.06S 124.575 CL 2 1 S 83 24 36W 865.320 2C.000 SS.767 CL, 863.57E 2" 1 N 89 48 36E 86.9.320 2.88 4.377 E65i'1�' 63,32 +CURVE: DELTA = 6 24 0 RADIUS = 869.320 LENGTH = 97.104 TANGENT = 48.602 2 1 S C 11 242 4.810 S 4.81C 0.01E 47W 2 1 N 89 45 52W 13C.000 25.177 22.20E 129.9SS - CURVE: DELTA = 19 13'50 8 RADIUS = - -- - 0_534 1G4.58C 104.577 593.9OE SS3.9G7 2 2 S 89 27 54W 124.580 AREA = 12_S38. SC FT t 0.20 ACRES) 2 2 N G 11 24W 100.100 10C.Ogq I.CSE C.332 2 2 S 84 47 20E 111.08C 103E.28E 1G.06S 11C.E21 CL 2 2 „, S 5 12,4CW 5.00G 2C.000 2C.000 15 ..917 CL, 1.817 2 2 S 77 21 34E 20.000 " 3:" 4.377 19:515' 63,32 +CURVE: DELTA = 97 25 46 RADIUS = 20.000 LENGTH = 34.009 TANCENT - 22.777 2 2 S 77 21 34E 193.510 S 42.347 188.820 47W 2 2 S 83 24 36W 193.510 25.177 22.20E 192.231 - CURVE: DELTA = 19 13'50 8 RADIUS = 193.510 LENGTH = 64.949 . TANCENT'= 322.783 2 2 S 89 27 54W 124.580 1.61? 1.163 124.575 3 SL N 0 16 16E 2C.000 2C.000 C.C95 3 SL S 89 49 3W 2C.COG lOC.09S 1C0.101 31E.S56 318.554 +CURVE: DELTA =_ 89 32 47 RADIUS = AREA = 11715. SC FT ( 0.27 ACRES) 3 CL N 0 10 57W 332.220 332.21E 109.745 I.CSE 3 CL S 89 43 44E 103E.3CC 4.904 103E.28E 3 CL S 0 11 24E 5.000 5.00G 0.017 2C.000 3 CL, S 89 48 36W 211.C8C 0.700 13 211.075 " 3:" CL'.. S 63,32 3 13E 211.080 54.062 188.563 44E +CURVE: DELTA = 26'39 11 RADIUS = 211•.080- LENGTH = 98.191 TANCENT = 5C.CGO 3 CL S 26 27 47W 23.21[• 20.77E N 1C.343 225.BSS C.745 172.2C5 3' CL' N 89 45 52W'' 831.34C 3.418 E31.333 351.342 351.342 1226.[18 1226.018 AREA = 298149. SC FT ( 6.E4 ACRES) 3 CL N 84 47 20W 172.920 15.70E 3 CL S 0 11 24E 225.90C 3 SL•, N 0 10 •57W 109.750 109.745 C.35C 3 SL N 89 49 3E 20.COO C.064 2C .COO 3 SL N 0 16 16E 20.000 2C.000 0.095 +CURVE: DELTA = 90 27 13 RADIUS = 20.000 LENGTH = 31.574 TANGENT = 20.155 3 SL S 89 43 44E 340.230 1.610 34C.22E 3 - SL„ N 56 31 2CE 45.000 24.823, 37.534 3 SL N 55 58 4EW 45.000 25.177 37.29E - CURVE: DELTA = 292 30 8 RADIUS = 45.000 LENGTH = 229.731 TANGENT = - 30.067 3 SL N 89 43 44W 340.940 1.61? 340.53E 3 SL N 0 16 16E 2C.000 2C.000 C.C95 3 SL S 89 49 3W 2C.COG 0.064 20'.00[ +CURVE: DELTA =_ 89 32 47 RADIUS = 20.000 LENGTH = "31.258 TANGENT = 15.842 3 SL N 0 10 57W 132.450 132.445 0.422 3 SL S 89 43 44E 981.300 4.643 581.285 3 SL S 0 11 24E 5.200 5.200 C.C17 3 SL S 89 48 36W 186.080 0.617 186.C7S 3 SL S 66 22 39E 186.08[ 74.564. 17C.467 tCURVE: DELTA =. - :23 48 45 RADIUS = 186.080 : LENGTH = 77._336 'TANGENT = 39.234 3 SL N 66 22 39W 20.000 8.014 18.324 3 SL S 5 12 4CW 20.000 19.917 1.817 +CURVE. DELTA = 71 35 19 RADIUS = 20.000 LENGTH = 24.989 TANCENT = 14.421 3 SL N 84 47 2GW 144.610 13.134 144.C12 3 SL S 0 11 24E 251.700 251.699 0:835 SO FT I 3 SL N 69 45 52W 801.34C 3.295 801 :333 n -- ' - C.35G 3 1 - - - -- -- -- - - - -- -- --- ---- -- --- - - - - -- 3 1 N 89 45 52W 10C.00G JJV.JIL JJO.J11 1JJU. %la llJli.Jll 3 3 S 89 43 44E 100.000 AREA = 256790. SC FT t 5.SC ACRES) 3 3 S 0 10 5YE 12S..720 AREA'_, 12SCO,. SO FT I C.30 ACRES) 3 1 N 0 10 57W 109.750 109.749 ' - C.35G 3 1 N 89 49 3E 2C.COC C.064 44.949' 20.000 C.414 3 1 N C 16 16E 2C.COC 2C.000 0.473 0.095 100.413 +CURVE- .DELTA '' = „,90 0 27 13 RADIUS = 20.000 LENGTH = 31.574 TANGENT,= 2C.159 3 1 "' S '89 43 44E 79.84Q 0.411 0.378" ..'', 75.839, 99.995 3 1 N 89 45 52W 10C.00G C.411 3 5 99.999 3 3 S 89 43 44E 100.000 13C.224 130.227 1CC.247 100.345 3 3 S 0 10 5YE 12S..720 AREA'_, 12SCO,. SO FT I C.30 ACRES) 0 3 N 89 45 52W LCC.CGC 0.411 ' - 99.595 3 2 N G 10 57W 129.850 129.845 44.949' 2.145' .' C.414 E 3 2 S 89 43 44E 10C.000 130.200 0.473 95.999 100.413 `3 2 S 0 10 57E 12S.79C AREA = 12S.78S 0.413 0.30 ACRES) 3 2 N 89 45 52W 100.000 0.411 99.995 -- - ---- -- - 13C.26C --- --- -- 13C.263 - -- - - ---- 1CC.412 -- - - --- -- 100.412 _ AREA = 12982. SO FT ( 0.30 ACRES) 3 3 N 0 10 57W 129.790 129.789 3 5 C.413 3 3 S 89 43 44E 100.000 129.719 C.473 95.999 0.412 3 3 S 0 10 5YE 12S..720 v_ .:.._. ::':- 125.7.19:,_. C.413 1 3 f - - - 5 3 N 89 45 52W LCC.CGC 0.411 - 99.595 3 4 : S 2 43 56E 45.000 44.949' 2.145' .' - CURVE: DELTA = ".59 15:16''. RADIUS = 130.200 130.193 1GC.412 100.413 3 4 S 0 10 57E 109.720 AREA = 12575. SO FT ( 0.30 ACRES) 3 5 N 0 10 57W 109.720 109.715 0.349 3 5 N 3 4 N 0 10 57W 129.720 129.719 6 33 42W 0.412 3 4 S 89 43 44E 6[.390 RADIUS = 0.28E 60.389 3 4 N 56 31 20E 45.000 24.82? 37.534 3 4 : S 2 43 56E 45.000 44.949' 2.145' .' - CURVE: DELTA = ".59 15:16''. RADIUS = 45:,000 LENGTH, 46.538 TANGENT':' =r 25.592 3 4 S 0 10 57E 109.720 105.715 C.249' 3 4 N 89 45 52W 100.000 0.411 SS.S9S 154.953 154.954 10C.418 100.412 AREA = 12298. SO-FT ( 0.28 ACRES) 3 5 N 0 10 57W 109.720 109.715 0.349 3 5 N 2 43 56W 45.CO0 44.945 2.145 3 5 N 6 33 42W 45.CC0 44.70_° 5.142 ,_ - CURVE= DELTA = 183 49 46 RADIUS = 45.000 LENGTH = 144.375 TANGENT =- 1346.064 3 5 N 0 10 57W 132.610 132.60S 0.42 3 5 S 89 43 44E 408.30C 1.932 408.295 3 5 S 0 11 24E 331.700 331.698 1.100 3 5 N 89 45 52W 401.340 1.65C 401.337 5.200 C.C17 S 0 3 6 -,- - - -- -- - --- - -- --- ------ ------ --- - 48 36W 186.08C 3 :,' 0.617 333.633 333.63C 40S.345 409.396 131090. 5Q FT ( 3. 3,, 3 6 N 0 11 24W 80.000 80.000 ::- 0.485 0.265 8 3 6 S 89 43 44E 18C.CCC 97.679 0.852 175.598 8 S 3 6 S 0 11 24E 5.200 5.200 C.C17 S 0 3 6 S 89 48 36W 186.08C 3 :,' 0.617 186.075 43 3 6 S 66 22 39E 186.080 74_.564 17C•.467 +CURVE: DELTA = 23 48 45 RADIUS = 186.080 LENGTH = 77.33E TANGENT = 39.234 3 6° N 66'2 39W 20.00 8.014 18.324 3 6 S 5 12 40W 20.000 19.917 1.817 - +CURVE: DELTA = 71 35 19 RADIUS = 20.00G LENGTH = 24.985 TANGENT = 14.421 3 6 N 84 47 20W 144.610 13.134 144.012 101:148. "101.150 .35C.503 350.497 € AREA = - 15103. SO FT ( 0.35 ACRES) a 4 3 7- N 0 10 57W 152.290 152.285 0.485 3. 7,;, S 89 43 97.E6C C.462 97.659 3 7 S 0 10 57E 132.610 132.605 C.422 3 7 S 6 33 42E 45.00C 44.70 . 5.142 _ 3 7 N 55 58 48W 45.CCG 25.177 37.25E - CURVE: ,'DELTA;= 49 25 6 RADIUS = , 45.000 LENGTH = 38.813. TANGENT = 2C.7CE 3 - 7,.,,,. N 89`43 44W 65.440 0:310 -- - -- - - -- -- - --- --- --- 65.439 - - -- -- 177.776 177.777 103.224 103.222 AREA = 14451. SO FT ( 0.33 ACRES) 3,, 9, N 0 M 57W 152.290 152.285 0.485 3 8 N 0 10 57W 152.290 152.289 0.462 97.679 C.485 3 8 S 89 43 44E 97.660 0.462 97.E59 3 8 S 0 10 57E 152.290 0.462 152.289 C.485 97.675 3 :,' 8 89 43 44W 97.660 C.462 57.659 152.751: -- I 152.751 --- ------ --- 98.144 -- -- -- 98.144 AREA = 14872. SO FT ( 0.34 ACRES) 3,, 9, N 0 M 57W 152.290 152.285 0.485 3 9 S 89 43 44E 97.680 0.462 97.679 3 9 S 0 10 57E 152.29C 152.285 0.485 3 9 N 89 43 44W 97.680 0.462 97.675 152':,751 152.751. „" 98.164 98. 1164 AREA = 14875. SQ FT t 0.34 ACRES) 3 10 N 0 10 57W 132.45'C 132.44S -, C.422 3 10 S 89 43 44E 100.000 0.473 55.999 3 3 3 10 10 10 S N N 0 89 0 10 43 16 57E 44W 16E 152.29C 80.16C 20.000 0.375 2C.000 152.285 C.48 0.0(;5 80.159 3 +CURVE= 10 DELTA = S -89 89 49 32 3W 47 2C.000 RADIUS = 20.000 LENGTH • 0.064 31.258 TANGENT 2C.COC = 19.842 152.828 AREA = 152.82E 15144. 100.579 SQ FT t 100.561 O.3 ACRES) o LOT AREA STATISTICS FOR: ALOHA SECON AD 09/24176 I BLOCK 1 AREA = 91312. SO FT ( 2.10 ACRES) ACCUM AREA = 91312. SO FT ( 2.10 ACRES) DIFFERENCE = 0. SO FT BLOCK "2 AREA = 24653. SOFT - ( 0.57 ACRES)' ACCUM AREA = 24652. SO FT ( 0.57 ACRES) DIFFERENCE = 0. 50 FT BLOCK 3 AREA = 256790. SO FT ( 5.90 ACRES) ACCUM AREA = 256789. SO FT ( 5.90 ACRES) DIFFERENCE = 1. SO FT - GROSS DENSITY: 2 LOTS /ACRE - NET DENSITY: 2 LOTS /ACRE LARGEST LOT: 131090., SO FT - SMALLEST LOT: 10797.. SO FT' E AVERAGE LOT: 19619. SO FT # OF LOTS: 19 q ' 3 c q .. _ 97: ' 9 too _ �.. OLKA f i e �. r Z. 2 T ". 9 LI�44 B. Z4 36 � " 3 'R VL L T N qY ' za Q Ne.. 24d/ 13 74 r5 , ' %t t7 Is 19 ?o tr tL' 23 ZI 4 C 36 .AV za Q Ne.. 24d/ t 3. V i k - 5 tp 111 i i N° N I 01 ' .h 0 SEC33.T25N-R44E.W-M. O ko r Q cr 4,: rY U\0 m %9 G 2 9 1 215 ro ao' 30' 32 ND HEIR60o0 32ND _ — _ 30• A•P.IZ+Z4 SEC. (Z. OR. - - - -- - - - - -T 3 '/ 3 4 5 11 12 . 80 - -- '2 2 I Fu L( 1 3 V 6 10� 13 9 z O W % 37 47 45 6� I i co � � Q U oQ I 9 0 z .10 Ap �� G �1 89 �• 4�T .7 / AVE. t so 2 � 37y 265 0 / ,91 V I t PIOUf' _CreQ p� o 1 � F' 1 30 I i O: � 1 / oll I I ---- - - - - -- tY /?ATE DESCRIP 6 - 15— 72 TH /S SECT /O/V REf- RODUCED FROM L /fVE/V TO MyLAR ( 0 7' �I N � 4 f 1 0 '• 51 0 o aDC�� 3 ..• , .... BL 3 3` 5 �i Q -- l I I 2 4 5 6+ 17 2 ro & �- 7•( 8 9 e TN q Stv 1 0 4 oj�t d E3 q i c�a►�� :. i' �i�° o °i off 0�+ s • ': i;0 v �t�I N V 0 I 7 ; J l to 2 &: a� �Of•� a ��1 t�• 8 15BL 4 5 m. ' a°l fl4n x141 v .D��d~� t� t. % U� 3 lU ry se \0\ 4Rk `' 0 h ' x BLK G 4 a 14 ..� •• l3i 1 zat 3 p er' till T.P. CAA / /f7 'n • { "t3 �' 12 3 id'L �D 1O 13 6 Z 10 BL 4 to o\ , . •g•� i.: C i 16 i °a, J 15 jv 4 1% 1 y tr t= j 0 2! tit' '2;0 I i)� ': o p r 11 12 7 !tJ f9 ° ..5 J d: . 0 / � L e �. ti ti� 2 se �� 2 a J` I 15 J al 14 '� > r cor>i I 13 12 II IO 9 P P a 1 i 35th S GO Q. 2 3 - 5d no z 6_s Q G. J - 4 5 I 2 3 4 5a t%. T `�8 10 0 K B K° 7� \4 3 Q D f O o rxa a `�, iI 2 (1( ° z cn � e'+t a D Edo °a �� p 36 /i R kti *aG o PrG ) `CJtoa i 01 ,: ` e�•: ;'3 2 6� 1 I O 4 / r 1 � A Y A2 3 � �u 6 p N s y f.. t. Q� Q e. 241/ t Vl •vo. L49/ 0 3 RD r �7 ' r, a142 ,4 h 8 9J 1 0: ° 1� 33rd. qV� . N 24. 77— �F m 0 Oa sb-sd • 4 • 14 •• 15 • • /8 5 3 2 1 O W % 37 47 45 6� I i co � � Q U oQ I 9 0 z .10 Ap �� G �1 89 �• 4�T .7 / AVE. t so 2 � 37y 265 0 / ,91 V I t PIOUf' _CreQ p� o 1 � F' 1 30 I i O: � 1 / oll I I ---- - - - - -- tY /?ATE DESCRIP 6 - 15— 72 TH /S SECT /O/V REf- RODUCED FROM L /fVE/V TO MyLAR ( 0 7' �I N � 4 f 1 0 '• 51 0 o aDC�� 3 ..• , .... BL 3 3` 5 �i Q -- l I I 2 4 5 6+ 17 2 ro & �- 7•( 8 9 e TN q Stv 1 0 4 oj�t d E3 q i c�a►�� :. i' �i�° o °i off 0�+ s • ': i;0 v �t�I N V 0 I 7 ; J l to 2 &: a� �Of•� a ��1 t�• 8 15BL 4 5 m. ' a°l fl4n x141 v .D��d~� t� t. % U� 3 lU ry se \0\ 4Rk `' 0 h ' x BLK G 4 a 14 ..� •• l3i 1 zat 3 p er' till T.P. CAA / /f7 'n • { "t3 �' 12 3 id'L �D 1O 13 6 Z 10 BL 4 to o\ , . •g•� i.: C i 16 i °a, J 15 jv 4 1% 1 y tr t= j 0 2! tit' '2;0 I i)� ': o p r 11 12 7 !tJ f9 ° ..5 J d: . 0 / � L e �. ti ti� 2 se �� 2 a J` I 15 J al 14 '� > r cor>i I 13 12 II IO 9 P P a 1 i 35th S GO Q. 2 3 - 5d no z 6_s Q G. J - 4 5 I 2 3 4 5a t%. T `�8 10 0 K B K° 7� \4 3 Q D f O o rxa a `�, iI 2 (1( ° z cn � e'+t a D Edo °a �� p 36 /i R kti *aG o PrG ) `CJtoa i 01 ,: ` e�•: ;'3 2 6� 1 I O 4 / r 1 � A Y A2 3 � �u 6 p N s y f.. t. Q� Q e. 241/ t Vl •vo. L49/ 0 1 O_ BRIj4519 1 II ,,o IT P- 7-.32.3 F CHESTER C E M ETER`y` I _ Z . -40 32 33 °k A P •4 R oao 04 - C o 4 4 th ° °�° 34 O — _ ,W ... i � y_o____— 3 E. 2 •+ r. 5 — R r ' ---l 51 4 C S6E TR•4vERSE +PLATY "0. 47 ` GD -1 � 1-5 2) 4. Z r i 4 1 F /ood 1�!/a> Overt / ... C / OR, '/ 6 foI 1 1 w '' 2 > oV/ ti N 3 8 lit Q\ 5 3 . I °• I zoywa 9 1 • \' S'0 1•s /w v •� f � ' z' i 9 � 10 \ R..4520 O o .�} ------ - - - - -- -- (OIJ a o /VO TE 5 1 D AREA DES /GNATES JI vACAT /ON /1 OFFICIAL PLAT A, R.3CO TT- ENGINEER- �JPOKA.NE CoUiy BY - - - -' — — — — — - -- - - - - - -- W P ncipcA Assisl'cint. 32 NO Z& 27 .589 ° 37,1 E 2663.04 -' 3a 34 I 0 3 RD r VE- E r, N ,4 h 1 G N 77— • 14 •• 15 • • /8 /3 lG �7 19 ?O 2, 22 23 ?,, 1 O_ BRIj4519 1 II ,,o IT P- 7-.32.3 F CHESTER C E M ETER`y` I _ Z . -40 32 33 °k A P •4 R oao 04 - C o 4 4 th ° °�° 34 O — _ ,W ... i � y_o____— 3 E. 2 •+ r. 5 — R r ' ---l 51 4 C S6E TR•4vERSE +PLATY "0. 47 ` GD -1 � 1-5 2) 4. Z r i 4 1 F /ood 1�!/a> Overt / ... C / OR, '/ 6 foI 1 1 w '' 2 > oV/ ti N 3 8 lit Q\ 5 3 . I °• I zoywa 9 1 • \' S'0 1•s /w v •� f � ' z' i 9 � 10 \ R..4520 O o .�} ------ - - - - -- -- (OIJ a o /VO TE 5 1 D AREA DES /GNATES JI vACAT /ON /1 OFFICIAL PLAT A, R.3CO TT- ENGINEER- �JPOKA.NE CoUiy BY - - - -' — — — — — - -- - - - - - -- W P ncipcA Assisl'cint. 32 NO Z& 27 .589 ° 37,1 E 2663.04 -' 3a 34 I 0 H , r T ,» Lo h 1 O_ BRIj4519 1 II ,,o IT P- 7-.32.3 F CHESTER C E M ETER`y` I _ Z . -40 32 33 °k A P •4 R oao 04 - C o 4 4 th ° °�° 34 O — _ ,W ... i � y_o____— 3 E. 2 •+ r. 5 — R r ' ---l 51 4 C S6E TR•4vERSE +PLATY "0. 47 ` GD -1 � 1-5 2) 4. Z r i 4 1 F /ood 1�!/a> Overt / ... C / OR, '/ 6 foI 1 1 w '' 2 > oV/ ti N 3 8 lit Q\ 5 3 . I °• I zoywa 9 1 • \' S'0 1•s /w v •� f � ' z' i 9 � 10 \ R..4520 O o .�} ------ - - - - -- -- (OIJ a o /VO TE 5 1 D AREA DES /GNATES JI vACAT /ON /1 OFFICIAL PLAT A, R.3CO TT- ENGINEER- �JPOKA.NE CoUiy BY - - - -' — — — — — - -- - - - - - -- W P ncipcA Assisl'cint. 32 NO Z& 27 .589 ° 37,1 E 2663.04 -' 3a 34 I 0 � 00 Lo h 1 N �}4� 4 0 : I DEDICATION. KNOW ALL MEN .BY' THESE. PRESENTS, that Percy Howell' owel I ' and Edna M, Howell, husband and wife, have caused to be 'platted into lots, blocks and streets the land shown hereon as "ALOHA. SECOND ADDITION" and described, as follows: The S 1/2 of the S 1/2 of the NE 1/4 of the NW 1/4 of Section 33, T. '25 N., R. 44 E.W.M., in Spokane County, Washington; except any platted portion and except Pierce Road. and Bowdish Road. 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 piattor does hereby dedicate forever the streets shown hereon for public road purposes. A 5alOfoot easement is hereby provided on lots as shown- and shall be used for utility purposes. IN WITNESS WHEREOF, we have hereunto set our hand and affixed our seal this --S day of Jish wacy 1976. , COURSE DISTANCE NORTH SOUTH EAST WEST N 00° 10' 57 W 332.22' -ION k 33 26 11 1.058 S 89 1 44 E 1331.30' 211.08 6.299 1331.285 50 S 00° 11' 24 E 331.39' 99.90 331.388 1.099 taxes ACKNOWLEDGEMENT 1331.34' STATE OF WASHINGTON) COUNTY OF SPOKANE )SS TOTALS 1 337.6911 On this 5 - 1 - 2 day of J=VQ� 1976, before me personally appeared Percy Howell and Edna M. Howell, husband and wife, as the individuals who executed the ' within and forgoing instrument and acknowledged said instrument to be their free and voluntary act and deed for the uses and purposes herein -mentioned. IN WITNESS WHEREOF, I have' hereunto set my hand and affixed my , official seal the day and year first above written. -J r i My commission expires 81►1 Notary Public in and for the State of Washington . t' residing at So�kara , Washington • I 1 I I I I I I I I 1 0 -- - - - --1 I 1 I r A f \ I n ( I i' i i �:i ( I A\t i` i 1 1ira 1 I I I I 1 I X1 31 I 1 I 1 N 1 I r � 1 - p l g 1�`\ I �ct : k'P. I Q O 1 1 1 / 1 './ 4 1 •) 1 i 0 :/ 1 1 \J 1 O O 1 ., 1 �T c� - rx �. -- - - - -_) I S' UTI1111 EAS I A ❑ I I 1 I 5 UTILITY EASE I MENT I -- --- N - - 14 3-- 44 -- W-- - - - - -- - 1331 -- - -- - - -- - - -- 5.2 15A0' a.eo' - - -=-- -_ -_ \ , .. 1 3 0' 100.00 - 97.68 97.66 97.66 _ 408.30 180.00 y� 120.00 N 120.00 30 ( fl l I NJ r , �!• W O �'0 25 m , I W W W U) - 0 \'a. in 25 N N N 7 ap o 1 06 In 20 d co qr - .9,,• i `� � •• 4 I�:5 -Cos - -I to in m 0 � � _ O O �, ��P,,� C 1 � C) ( -W M I • Z '- - -_ 1 M N V 1 0 N o 9 N ° 8 N 0 7 V . o <. ` %p ' m (V r Q I (V N O qj O N O N% 0 144.61 �r •p 140.48 I ' M IC) In O In O ca O lb 2 b 'T 0 1 n 1 1 ` - - O - o - o p rn a N o 1. _ 0 N 89 45 52 W' ' 1 CO 28 o c N 84 4 7'20 Z W nom, N 84 ° 14 ° W bi F in D I t v - �a$Ze - °3 In 172. �o 115.66 ' = 6 co Q I q ;',�' �� 1 M N HULA LOU ", o. w N -- -� U 80 16' 97.68 1. 5 97.66' 65.44' '�N1soJ 4 to M.08 ��+ / M� 6Ql1 0 < 150.00' co Q � W 35L AV C r N N 89 43 44 W 428.00' N Bs "° O °- _ ^°j '� ( 0 2 in cv► ca N 4, 2 O WI ( w N 89 ; t LU N ALOHA COURT N ��Z as ' , o _ `° 0 'h° v F � 1 �, 79.84' 100.00' 100.00' 60.39 W cO CL l J; \,o W W 4 6 / R - ' w = N 89 0 4 °E N 89 N N = 5 N W I c' U _ `. ° %+ W i- _ s w It C\j 124.58' 145.73 0 � � �' a I i II,- s� :u� li oz �' N w � r - - 3 6 �1�� 25 25 _ o I 00 - � cv I o I v ti ( 0 2 n ; 0 3 0r� 0 4 o I �+. J �' N8302A o of - cn , N 89 45'52 W Q o I 1 - O NO N /n y01 N U 1. ' p -_ Qi N O - O - O a r- O r O - Q N � cc O 1. O 0 W o I r m o I !� Q o cli I O 5''UMITY (nEASEMENT U O �p f0' UTILITY EAS�EMEN1 . - O ID OD CD V I (n 30' _ ' n / S'UTILITY EASEMENT p I , -_ - -- -Y _100.00'___100.00__ ___100.00 _- .100.0�#�--- -,f- -- 401.34' -- --- - - - - -- - --130.00 - asI �5.19 '_140.00__�= F___- 150.00 - -_ 30 I 1 1 T 1 I N 89 1 45' 52' W I I 1331.34' I I W I ° 8 I I i I I ! 1 I o f .i 1 ( 1 ( I I I I I N Cc I 1 I I .3 �•ij ( I 1 1= a i ; I I I I .1 1' ...1 -.J .� n I: c II I.►l il.r ��I I 1 0 3 SCALE: I _100'' I i I I V lJ1. : I IVir\I X11_ IS ."' V1.), J141 1 1 0 1 01 1 I I I I 1 10)3 1 THE BEARING OF N89 43'44 W ,PER SOUTH LINE ALOHA FIRST ADDITION, WAS USED AS THE BASIS OF BEARINGS 'FOR THIS MAP. LATITUDES AND DEPARTURES COURSE DISTANCE NORTH SOUTH EAST WEST N 00° 10' 57 W 332.22' 332.218 33 26 11 1.058 S 89 1 44 E 1331.30' 211.08 6.299 1331.285 50 S 00° 11' 24 E 331.39' 99.90 331.388 1.099 taxes N 89 °45' 52" W 1331.34' 5.473 1331.329 TOTALS 1 337.6911 337.6871 1332.3841 1332.387 ENGINEER'S CERTIFICATE 0 1, Clarence E. Simpson, a licensed Civil Engineer and Land Surveyor, y y p represent heeeb certif that this plat a true �qk � °f�. t• co of the official record and survey made by me,, and that lot corners, and monuments have been set Clarence E. Simpson Professional Engineer an , and Surveyor LEGEND • CORNERS FOUND (PS NOTED) CORNERS SET 1/2 ' REBAR 'TAG 706 �-� SUBDIVISION BOUNDARY 0 FINAL PLAT ALOHA SECOND ADDITION A SUBDIVISION IN THE N.W.-1 /4 & SECTION 33,T. 25 N., R.44 E.W.M. SPOKANE COUNTY, WASHINGTON FEBRUARY 1976 CLARENCE E. S I MPSON .ENGINEERS I N CO SCALE 1 "= 100' SPOKANE, WASHINGTON CURVE DATA " 11 111311 COUNTY OFFICIALS = 4 33 26 11 R = 894 -32 168.51 211.08 T = 50 50 50 o 99.90 I hereby certify that the required taxes on the herein platted land have been paid this ?r1° day of .1976 - . -J r fX j Fy "'i°fl.. By .. v' 'f .I °a P:,.• J B . t' Spokane County Treasurer Deputy F Examined and approved this ��' day of i .1976 ' E j ' °' ' - By Spokane . County Assessor Deputy Examined and approved this day of , 1976 Spokane' County Engineer Examined and approved this day of ,1976 Spokan . Countyy Planning °' Commission Chairman Planning Director Examined and. approved this day of ,1976 .s Sp, ka a County Commissioners Chairman 4 � RA'sa+ Examined and approved this day of ' '1 � % 'I r �• i.. 1 t ' :g. Spokane County' Health District Health Officer ALOHA SECOND ADDITION A SUBDIVISION IN THE N.W.-1 /4 & SECTION 33,T. 25 N., R.44 E.W.M. SPOKANE COUNTY, WASHINGTON FEBRUARY 1976 CLARENCE E. S I MPSON .ENGINEERS I N CO SCALE 1 "= 100' SPOKANE, WASHINGTON CURVE DATA " 11 111311 II ^ II = 6° 2400" 33 26 11 R = 894 -32 168.51 211.08 T = 50 50 50 L = 99.90 97,21' 98.19'