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PE-994-76AGENDA, FEBRUARY 13 1976 SPOKANE COUNTY PLANNING COMMISSION TELEPHONE NO.: 456 -2274 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 6. PE- 994 -76, Loita's Subdivision ZE- 13 -76, Agricultural to Single Family Residential (R -1) a. Location: Section 15, Township 25 N., Range 44, E.W.M. The E 112 of Tract 124 of Vera, except the East 146 feet of the North 225 feet thereof. b. Sponsor: Sherwood and Roberts, Inc. West 516 First Avenue Spokane, Washington 99204 C. Land Surveyor: Willard D. Boatwright South 726 Liberty Drive, Liberty Lake, Washington 99019 d. Site Size: 4.2 acres e. Number of Lots: 11 f. Existing Zoning: Agricultural, established March 27 1942 g. Land use proposed by sponsor: Single family dwellings h. Advertised Zone Upgrading: Single Family Residential (R -1) i. Water Source: Vera Water and Power j. School District: Central Valley School District 13* 3 Y Off j . ym C4 i,.,T G /� T,; '•�� p � ` " — ff 29 - d 4�' 2001 ��" 5uM. ?:I -46 ,9 X s ,p m 9 �jk° 4 '5? 4 1 z o .4 aTr k I In�rrr cr.p. I ',.I �1 t /��i rD I l MINUTES FEBRUARY 13, -976 PRELIMINARY SUBDIVISION AND ZONE CL'' UPGRADING PE- 994 -76 - LOITA'S SUBDIVISION: SHERWOOD 6, ROBERTS, INC. ZE- 13 -76 - AGRICULTURAL TO SINGLE FAMILY RESIDENTIAL (R -1) Planning Commission Recommendation: Approve subject to t 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 further subdivided for the purposes of creating additional lots or building sites without filing a replat. 3. That the plat provide for right of way width for streets as indicated on the preliminary plat of record. 4. That appropriate provision be made that the following described 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 Ind _ - itod. 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 submittal of the final plat. 7. That a plan for water facilities adequate for fire protection be approved by the water supplier and fire protection district. Said water plan must also have been approved by the appropriate health authorities. The health authorities, water supplier (purveyor), and fire protection district will certify, prior to the filing of the final plat, on the face of said water plan that the plan is in conformance with their .requirements and will ade- quately satisfy their respective needs. Said water plan and certification will be drafted on a transparency suitable for reproduction. (Cont'd) -22- PE- 994 -76 - LOITA'S SUBDIVISION_ (Cont'd) The water supplier (purvoyo.) will also cortify prior to the filing of the final plat on a copy of said wator plan that appropriate contractual arrangements have boon 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 appropriate health authorities 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 purchaser refused a building permit due to the failure of tl)e 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. 8. That a certificate of title be furnished tha Planning Commission prior to the filing of the final plat. 9. That the preliminary plat be given conditional approval to March 1, 1977. 10. That streets be improved to standards established by Spokane County or a bond to cover the cost of such improvements be furnished the County Engineer. The bond may also cover the cost of "as built" plans, engi- neering costs, and placing of final ccrtur line monuments. 11. That profiles of streets, cross sections, prr )posed 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 boon 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. 13. That a name be indicated before the final plat is filed; such name to be approved by the County Assessor and the Planning staff. -23- (Cont'd) FE- 994 -76 - LOITA'S SUBDIVISION . (Cont'd) B. ENVIRONMENTAL ISSESSMENT: The proposed preliminary plat is situated within the urbanized portion of the Spokane Valley. The proposed plat 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 development established in the area. If the proposed plat is approved and developed In accordance with the attached conditions, the effects upon the environment would not be significant. The staff, therefore, concludes that an environmental impact statement is not required in conjunction with the approval of the preliminary plat. C. ZONING RECOMMENDATION: Staff Recommendation: ADDrove Loita's Subdivision as indicated on the Dreliminary olat of record to the Single Familv Residential (R -1) Zone classification upon the filing of the final Dlat. REASONS I. The lots in Loita's Subdivision have been designed to accommodate single family residences; i.e., all of t: -- !.ois would have at least 80' of frontage and 10, 400 square feet of lot area. 2. The plat is situated in the Veradale Community. The Commission has been upgrading similar sized lot developments in the area to the Single Family Residential (R -1) classification. 3. The Single Family Residential Zone prohibits duplexes, animal kpeping other than household pets, rr:, homes, and home occupations. D. GENERAL DATA: 1. Location: 2. Sponsor: 3. Land Surveyor: Section 15, Township 25 N., Range 44, EWi The E 1/2 of Tract 124 of Vera, except the East 146 feet of the North 255 feet thereof. Sherwood and Roberts, Inc. West 516 First Avenue Spokane, WA 99204 Willanl D. Boatwright South 126 Liberty Drive Libert.r Lake, WA 99019 (Cont'd) -24- PE- 994 -76 - LOITA'S SUBDIVISION, (Cont'd) 4. Site Size: 4.2 acres 5. Number of Lots: 11 6. Existing Zoning: Agricultural, established March 27, 1942 7. Land use proposed by sponsor: Single family dwellings 8. Advertised Zone Upgrading: Single Family Residential (R -1) 9. Water Source: Vera Water and Power 10. School District: Central Valley School District -25- SPOKANE COUNT'( ENTGINEER RO&D DZPART_� iT SUBDIVISION SECTION TO: Charles L. HuRRins, Director of Planning DATE: February 11, 1975 FROM: Robert S. Turner, County Engineer SUBJECT: Standard Plat Conditions T de rccommend approval of the plat of Loita`s Subdivision PE -994 subject to the following conditions: that conditional approval of the plat is given subject to dedication of Right of 'clay to the public and approval of the road system in the plat by the County Engiueer.; 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 perp=tuating 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 constr:;cti.on work is to be per.`.ormed within the Public Right of :Jay 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 *_he — 17,ount estimated by the County Engineer to cover the cost of construction of improvements, construction certification, "As Built" plans, and monumen.ting the street centerlines shall be filed with the County Engineer. OFFICE OF COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Dar. Z - Z 6F f Inter- office Communication From Subject A iew /iyy��i /J /Dye 197 Gf>OtG�O��ou L'GC eGl� 7�� � ,� /J�ayf u� eyr�s t;r ,G3s ,3ifr�i��rs .�6divrrio� Ae Me � '' h� / 0 ' 4- / 0/ `y L ll s CS Form 327 -C _R 61 -7 1 BEFORF 7111 BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON RESOLUTION NO. 79 0403 IN THE MATTER of* ) ESTABLISHMENT OF ) MAYHEW STREET AND MAIN AVENUE ) RESOLUTION - ESTABLISHMENT COUNTY ENGINEER'S FILE NO. 2479 ) This being the day set for the hearing on Spokane County Engineer's Report on the proposed establishment of MAYHEW STREET AND MAIN AVENUE proceedings for which were initiated by PRELIMINARY RESOLUTION 79 -0274 , 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 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 26TH day of MARCH, 1979, being more particularly described as follows: • 1 MAYHEW STREET - from Valley Way south to centerline of Main Avenue. MAIN AVENUE - from Lot 6 Block 1 of Plat of Loita's Subdivision #994 east to Lot 6 Block 1 of Donalee Addition No. 820. Al located in the Southeast Quarter (SE 1/4) of Section 15, Township 25 North, Range 44 Range 44 E.W.M. in the Plat of Loita's Subdivision No. 994. and as shown by the records and maps on file in the office of the Spokane County Engineer be and the same hereby are established as County roads and the same shall be known as MAYHEW STREET AND MAIN AVENUE No. 2479. The road supervisor of the road ^istrict in which the said roads are located is hereby directed to open and maintain the same for public use and travel. PASSED AND ADOPTED By the Board of County Commissioners of Spokane County, Washington, this 26TH day of MARCH, 1979. BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON ATTEST: VERNON W. OHLAND C OF THE B ID RAY W. CHRISTENSEN, CHM. IFRRY C_ KQ PFT _ �1ARRY-M- fllfN'f1:8 NOTICE OF HEARING IN THE MATTER OF ESTABLISHMENT OF MAYHEW STREET AND MAIN AVENUE COUNTY ENGINEER'S ROAD FILE NO. 2479 TO THE PUBLIC: NOTICE IS HEREBY GIVEN that the Board of County Commissioners of Spokane County, State of Washington, will on the 26TH day of MARCH, 1979, at 10:00 o'clock A.M., hear the County Road Engineer's report on the ESTABLISHMENT proceedings for which were initiated by PRELIMINARY RESOLUTION such roads to be ESTABLISHED being more particularly described as follows: MAYHEW STREET - from Valley Way south to centerline of Main Avenue. MAIN AVENUE - from Lot 6 Block 1 of Plat of Loita's Subdivision #994 east to Lot 6 Block 1 of Donalee Addition No. 820. All located in the Southeast Quarter (SE 1/4) of Section 15, Township 25 North, Range 44 Range 44 E.W.M. in the Plat of Loita's Subdivision No. 994. Said hearing will be held at the Office of the County Commissioners, Courthouse, Spokane, Washington. You are hereby notified to be then and there present to show cause, if any there be, why said MAYHEW STREET AND MAIN AVENUE should not be ESTABLISHED as provided by law. DATED THIS 26TH day of FEBRUARY, 1979. PUBLISH: SPOKANE VALLEY HERALD February 28, 1979 March 7, 1979 Robert S. Turner, P.E. Spokane County Engineer Verril�Sma1e Office ngineer A E LRA_V_E RS_E -AN-AL Y-S IS_.C:F I r T A S i i An ill T S T n •1 SURVEYOR: JAMES F BENTHIN LS E2608 SPRAGUE AVE SPOKANE WN 99202 534 -3475 CHECKED BY: GERALD D MASGAI DATE: 09/21/76 0gq,9 BLCK LOT BEARING DISTANCE PLAT EERY N C 4 53E 175.21C PLAT BDRY N 89 53 57E 6.000 PLAT BCRY N 0 4 53E 458.42C PLAT BORY S 90 0 OW E.000 PLAT BORY N G 4 5 IC.00C PLAT BDRY N 90 0 OE 187.49C PLAT BORY S 0 2 48W 225.000 PLAT BDRY N 90 0 OE 14E.000 PLAT BDRY S 0 2 48W 418.270 PLAT BDRY S 89 -56 17W 333.880 1 CL N C 4 53E 25.CGC 1 CL N 89 53 57E 6.000 1 CL N 0 4 53E 458.420 1 CL S 90 0 OW 6.000 1 CL N 0 4 53E 30.00C 1 CL N 90 0 GE 162.470 1 CL S 0 2 48W 513.13C 1 CL S 89.53 TANCENT = 57W 162.790 I - - -- LATITUDES - - - -1 N O R T H S 0 U T H --- -- - - -- -- - - - -- -- 175.21C- C .011 45E.42C 10.000 G.GCC 0.DOC 643.640 AREA = C.000 225.000 418.270 0.361 E43.631 179109. 25.000 0.011 458.420 3C.00C C.000 1 - -- DEPARTURES - - - -1 E A S T W E S T C.24S E.CCG C.E51 C.C14 187.450 6.00C 0.183 146.000 C.341 333.880 34C.4C4 34C.404 SO FT ( 4.11 ACRES) C.C3E E.000 C.E51 C.00G C.C43 162.470 6.00C 513.13C 0.41E 0.287 162.79C -- --- - - -- --- -- - - -- --- --- - -- - -- --- --- 513.43C 5 .13.416 165.199 169.20E AREA = 80721. SO FT ( 1.85 ACRES) 1 SL N G 4 53E 458.420 458.42C C.E51 1 SL N 90 0 GE 111.470 0.000 111.47C 1 SL S 0 0 OE 2C.DOC 2C.CDC O.0 1 SL S 89 57 12E 20.000 C.OlE 2C.CCO +CURVE: DELTA = 9G 2 48 RADIUS = 20.000 LENGTH= 31.432 TANCENT = 2C.016 1 SL S 0 2 43W 418.220 418.220 0.341 1 SL N 89 57 12W 2C.000 C.CIE 2C.00D 1 SL S 0 6 3E 20.000 2C.00C C.C35 +CURVE: DELTA = 89 51 9 RADIUS = 20.000 LENGTH = 31.364 TANCENT = 19.949 1 SL S 89 57W 111.82C --- - - -- -- --- 0.197 - --- --- 111.82C 458.436 -- 45E.433 - - ---- 132.15E --- ------ 132.1EC AREA = 60153. SO FT ( 1.38 ACRES) 1 I N 0 4 53E 94. CIO 0 94.000 C. 134 1 1 N 90 0 OE 111.476 G.GOC 111.470 1 1 S 0 C 0E 2C .000 2C.000 C.0 1 1 S 89 57 12E 20.006 6.016 2C:CC0 L j +CURVE: DELTA ._, 90 2 48 , RADIUS = 20.00O LENGTH = 31.432 TANGENT = 20.01E 1 1 5 0 2 48W 73.9BO 73.98C 0.06C 1 1 S 90 0 OW 131.550 131_550 - -- 94.000 - 0-000 93.99E 131.604 -- 131.61C AREA = 12276. SO FT ( 0.28 ACRES) 1 2 N 0 4 53E 90.000 90.000 0.128 1 2 N 90 G GE 131.550 O.GOC 131.556 i 2 S "' 0 2 48W 90.000 90.000, C.073 1 2 S 90 0 OW 131.600 -- - - --- O.00C -- 131:606 - - -- -- 90.000 - - - - -- --- 9C.00C - - -- 131.678 --- - - -- -- 131.67? AREA = 11842. SO FT ( 0.27 ACRES) _ 1 3 N 0 4 53E 90.000 90.60C C.128 1 3 N 90 0 CE 131.600 C.000 131.660 1 3 S 0 2 48W 96.000 90.006' 0.673 1 3 S 90 0 OW 131.660 0.000 131.660 9C.COC 96.000 131.728 131.733 AREA = 11846. SO FT 1 0.27 ACRES) 1 4 N G 4 53E 9C .()CC 90.000 C.128 1 4 N 90 C OE 131.660 0.000 131.666 1 4 S 0 2 48W 9C.000 9C.00O 0.07? 4 S 90 0 OW 131.710 0.0.00 _.., '__ - 1.31:710 96.000 9C.GO6 131.788 131.783 i AREA = 11852. SO FT ( 0.27 ACRES) 1 5 N 0 4 53E 94.420 94.420- 0.134 1 5 N 90 0 OE 131.71C 0.000 131.716 1 5 S C. 2 48W 74.240 74.246 0.060 1 5 N 89 57 12W 2C.000 O.OlE 20.000 1 5 S 0 6 3E 26.060 2C.000 0.035 +CURVE: DELTA = 89 51 9 RADIUS = 20.000 LENGTH = 31.364 TANGENT = 19.949 1 5- S 89 53 57W 111.82C -- C.197 -- 111.82C -- -- - -- -- - 94.43- -- - - -- 94.437 - - - ---- 131.879 --- -- - --- 131.886 AREA = 12338. SO FT 1 0.28 ACRES) 2 CL N 0 2 48E 512.130 513.130 C.418 2 CL N 90 0 OE 25.000 0.000 25.060 2 CL S 0 2 48W 20.000 2C.000 C.G1E 2 CL S 0 2 48W 225.000 225.000 0.183 2 CL N 90 0 CE 146.CO0 G.000 146.000 a CL S 0 2 48W 242.83C 242.83C 0.198 2 CL S 0 2 4EW 25.000 25.00G C.02C J 2 CI.. S 89 53 57W 171.000 C.301 171.000 513.130 513.131 171.416 171.417 AREA = 51950. SO FT ( 1.19 ACRES) 2 SL N 0 2 48E 223.040 22 ?.04C 89 C.162 57E 2 SL N 90 C CE 146.000 0.000 S 146.000 2 2 SL S 0 2 48W 242.830 125.440 125.440 0.102 242.830 5 0.19E 2 SL S 89 53 57W 125.950 0.222 125.950 2 SL N 0 6 3W 20.000 20.000 80.000 146.065 C.C35 2 SL N 89 57 12W 20.000 0.01E 11680. 50 FT ( 0.27 20.000 +CURVE: DELTA = 90 8 51 RADIUS = 20.000 LENGTH = 31.467 TANGENT = 2C.052 2 2 N 90 0 CE 146.000 243.05E 243.052 146.182 146.163 2 2 S C 2 48W 80.000 AREA = 35386. SC FT ( C.E1 ACRES) E 2 1 N 0 2 48E 80.000 80.000 89 C.C65 57E 2 1 N 9. 0 OE 146.000 0.000 S 146.000 2 2 1 S 0 2 48W 8C.00C 125.440 125.440 0.102 80.000 5 0.065 2 1 S 9C C CW 146.000 Cl. 00C 146.000 8G.00C 80.000 146.065 146.CE5 AREA = 11680. 50 FT ( 0.27 ACRES) 2 2 N 0 2 48E 80.000 80.000 C.065 2 2 N 90 0 CE 146.000 0.000 146.000 2 2 S C 2 48W 80.000 80.000 0.065 2 2 S 90 0 OW 146.000 C.000 14E.CCC 80.O0C BC.COC 146.065 -- -- 146.065 AREA = 1168C. SO FT ( C.27 ACRES) 2 3 N 0 2 48E 63.040 62.040 C.051 2 3 N 90. 0 OE 14E.000 C.Doc 146.000 2 3 S 0 2 48W 82.830 82.830 0.067 2 3 S 89 53 57W 125.950 0.222 125.95C 2 3 N 0 6 3W 2C.000 2C.COC 0.035 2 3 N 89 57 12W 20.000 0.01E 2C.000 +CURVE: DELTA = 90 8 51 RADIUS = 20.000 LENGTF = 31.467 TANGENT = 20.052 83.05E 83.052 146.051 146452 AREA = 12026. SO FT ( 0.28 ACRES) 3 CL N 0 4 53E 15C.21C 150.210 C.213 3 CL N 89 53 57E 162.790 0.287 162.790 3 CL N 89 53 57E 171.00[ C.301 171.000 3 CL S 0 2 48W 25.000 25.000 C.C2C 3 CL S 0 2 48W 125.440 125.440 0.102 3 CL 5 59.56 17W 298.640 C.322 29E.64C I E E 3 CL S 89 56 17W 35.240 0.038 35.24C -- - - - - - -- --- - - -- -- --- - - - - -- - -- --- - -- 150.797 15C.801 334.CO3 334_00 AREA = 50184. SO FT ( 1.15 ACRES) 3 SL N 0 4 53E 105.290 105.29C 2 C. 150 89 3 SL S 89 55 7E 2C.COC 4 C.028 20.000 3 3 SL N 0 6 3W 20.GO0 20.000 N 0- 0.035 +CURVE: DELTA = 89 49 4 RADIUS = 20.000 LENGTH = 31.352 TANCENT = 19.936 3 SL N 89 53 57E 278.62C 0.49C 89 278.62C 17W 3 SL S 0 2 48W 125.440 125.440 0.102 3 SL S 89 56 17W 298.640 --- 0.323 --- ------ -- 298.640 -- 125.780 125.791 -- 298.769 298.777 AREA = 37 ?40. SC FT ( 0.86 ACRES) 3 1 N C 4 53E 105 .29C 105.29C.- 2 C-. 15C 89 3 1 S 89 55 7E 20.000 4 C.028 2C.COC 3 3 1 N 0 6 3W 20.000 2C.00C N 0- 0.035 +CURVE= DELTA = 89 49 4 RADIUS = 20.000 LENGTH = 31.352 TANGENT = 19.936 3 1 N 89 53 57E 82.C6C 0.144 89 82.060 17W 3 1 S 0 4 53W 125.300' 125.30C 0.17£ 3 1 S 89 56 17W 102.000 --- 0.110 - - -- -- --- ------ -- 102.000 -- -- - - - - - -- 125.434 125.439 102.209 ----- 102.213 AREA = 12691. SC FT ( 0.29 ACRES) 3 2 N 0 4 53E 125.3 -00 3 2 N 89 53 57E 98.COC 3 2 S 0 4 53W 125.37C 3 2 S 89 56 17W 98.000 3 3 N 0- 4 53E 125.370 3 3 N 89 53 57E 98.56C 3 3 S 0 2 48W 125.440 3 3 S 89 56 17W 98.640 125.30C 0.172 0.17E 98.000 125.37C 0.178 C.1GE _ 98.000 -- ---- - -- --- -- - --- ----- -- -- -- -- - - - -- 12.5.472 125.476 9£.178 98.17E AREA = 12283. SC FT ( 0.28 ACRES) 125.370 0.178 0.17? 98.566 125.440 0.102 0.167 98.64C -- 125.543 --------- 125.547 --------- 9E.73E - -- 98.742 AREA = 12365. SC FT ( 0.28 ACRES) _LOT ggElL_.5?l�,J I_S_CLC_S F S_S_U.B.D_I V I_S LGN Oq /_2.11-76 BLOCK 1 AREA = 60153. SO FT ( 1.38 ACRES) ACCUM AREA = 60154. SO FT ( 1.38 ACRES) DIFFERENCE = 2. SO FT BLOCK 2 AREA = 35386. SO FT ( 0.81 ACRES) ACCUM AREA = 35386. SO FT ( 0.81 ACRES) DIFFERENCE = 0. SO FT BLOCK 3 AREA = 37340. SO FT ( 0.86 ACRES) ACCUM AREA 37339. SO FT ( 0.86 ACRES) DIFFERENCE = 1. SO FT - GROSS DENSITY: 3 LOTS /ACRE NET DENSITY: 4 LOTS /ACRE LARGEST LOT: 12691. SO FT - SMALLEST LOT: 11680. SO FT € AVERAGE LOT: 12080. SO FT # OF LOTS: 11 0 ,e N SEC 15 T r R.44 E.W M. SCAI-E: 1 I '= 400' 0 0 tr% 1 1 MISSION Eaff" N- I201) A\/E.Nk.IF 3) 5 _JC.R.P NP.P45-Go' C�- . . . . . ....... -P p1r. 14 24 GO' 1 NS 245- 1122'0' C L J 4 3 2 1 I, '46499.90 ro P I* Rt. /0 -3 IZ'38' _r 12 �4- '0 7' A- G 7 5 jo it 72.3 MA CiVEL - , < j% A4 L 73.5 73.w 4 fa 441w MtAX OVE.Ll_ OV?: o \D 100 W ? 73.3 3,67 4 L0 _t59 4 L - J263.32 G C) 0 14 - 7 _ 1 5 Q 7 P- 7- 7 7 -ZT c" 7 3-:. J'' //1V L IA171 ? se 4 - N Z 1 � ' 5- GO - o T - 4 J"3 Z 0 01 7 $3 ep :Z in S A 5* 7 37 4- 0 C) I 0 Idl J 0 — 1 0 0 r a (6 0 „ 0 c � 8 " y . , , . D , , - aoo z, z BOONE AVE N2 2028-45-, 14 bT 4 01 7 p t r) 9 7 G T F 10 zz 5- �F_ _ H! Z2 '5 50� I AMP -1 5, rJ 4t z #4, 13 ij i�o .I... 9 1IL _D 6 U) I , JDESM E A\, E 0, 7 10 Z 4- Ld e. 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Q 12 0 z + 7 — MJN � � I w Main Ave. No. 170 Z-_30 No. 1798 4 0' Main Ave. > r 2 w 0 ki 75 7 FJ 9 23 0 1 7 24" -3 �- ? of r % 60 - � 4 Q N11222 21 0 Z q'7 )2741 20 2 16 �' ��� �'��� r 1 2 Ise 129 IVE RSII H u _y .3 44& LL Z w �! V.L"tt, 42 C 6 ] - 72 3 N j2 9 4 ul- 7 z e 10 + G:� 4 c. I r-c Gk Z A4a4x6--F--�) S K AN F_ COUNTY 11 ROAD N e 2 312 IN vto 0 0 a . tDi " N 9v t.1 4-L " 1 [N 4 �� S ­ 1115 , , It, � c 1�4- i� 'Q A " A-. t a A,' I S 01 in A 7 0 P-W • z + N U) 1 7-) N r 36 o 7� ON,- > cy 7 ----- ----- h4q2 W 40 P -0 0 U 0 0;- u 'I Q U 0 d Q (1) Q) �a Ana < D ATE D - SCRIPT1011 I 9 Y 16-15- 72 TI-415 SECT/01V REPROOLIC:E0 FROM L//VSA/ 7 "YLA-c;. ' r-0- -DALEW cZ XDALOUS,E Pl/. c9 - 22 - 70 P R O M - r)L4 -'r N-7 Y L_ A R r 10 tv - fi A/C SHADE L) A REA D6 SIGN47 'I I/Ac -17 a \i I` SEC 15 IT 25 N, R.44 E.W M. SCALE: 1 400' +! C4 0 W; + 0 1 j 15APAdrjL14.4* - q 0 , Ica C4 -,T2 E 10 1 1 55+zo. 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