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PE-1054-76 (2)AGENDA, NOVEMBER 19, 1976 • TELEPHONE NO.: 456 -2274 SPO7ANE COUNTY PLANNING COMMISSION Time: Friday, November 19, 1976, (;30 A.M. P1vice: Conference Room A, County Court House Annex (Use Mallon Avenue entrance) =_,K.iiiIi4ARY SUBDIVISION AND ZONE CLASSIFICATION UPGRADING l0. PE- 1054 -76, Myron Estates #8 ZE- 133 Agricultural to Single Family Residential (R -1) a. Location: Section 4, Township 24 N., Range 44, E.W.M. Beginning at a point on the SW corner of Myron Estates No. 6, said point being 1842.35 feet south of the NW corner of Section 4;' thence South along the west line of Government Lot 8 a distance of 1091.79 feet to the south line of said Government Lot 8; thence East along said south linr 1439.05 feet to the Ely line of a 60 foot wide roadway; thence N 32 °11'29 "E 575.56 *feet; thence .N 64005 396.27 feet; thence N 45044'55"E 365.18 feet; thence i] 89 °40'30 "E 309.49 feet to a point of intersection with the centerline of Bates Road; thence North along the centerline of Bates Road to the South line of Myron Estates No. 5; thence Wly along the Sly boundary line of Myron Estates No. 5 and Myron Estates No. 6 to the point of beginning. b. Sponsor: C. L. Dahlquist North 113 Vista Road Spokane, Washington 99206 c. Land Surveyor: James Carey Box 446 Pullman, Washington 99163 d. Site Size: 45 acres e. Number of Lots: 52 f. Land use proposed by sponsor: Single family dwellings g. Existing Zoning: Agricultural, established April 11, 1967 h. Advertised Zone Upgrading: Single'Family Residential (R -1) i. Water Source: Washington Water Power Company School District: Central Valley School District 10 A 1 ScALQ: In: pit MILE PRELIMINARY SIJBDIVISION AND ZONE CLASSIFICATION UPGRADING PE- 1054 -76 - i,IYRON ESTATES 48: DAHLOUIST ZE- 133 -76 - ' %BICULTURAL TO SINGLE FAMILY RESIDENTIAL (R -1) MINUTES NOVEMBER 19, 1976 Planning Commission Recommendation: Approve Myron Estates No. 8 for the following_ reasons and subiect to the following conditions. (Vote was unanimous.) A. REASONS: 1. The proposal as submitted represents a logical extension of the existing development in the neighborhood. 2. The Planning Commission has been routinely approving similar proposals. B. CONDITIONS: 1. That the plat be designed as indicated on the preliminary plat of record and /or attached sheets as noted. 2. That a statement be placed in the dedication to the effect that no more than one dwelling structure be placed on any one lot, nor shall any lot be further subdivided for the purposes of creating additional lots or building sites without filing a replat. 3. Th:1t the plat provide for right of way width for streets as indicated on the reliminary 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 r ' - 10 - 7 E- 1054 -76 - ivEYRON ESTATES NO. 8 (Continued) also have been approved by the appropriate health authorities. The health authorities, water supplier (purveyor), and fire protection district will certify, prior to the filing of the final plat, on the face of said water plan that the plan is in conformance with their requirements and will adequately satisfy their respective needs. Said water plan and cert- ification will be drafted on a transparence suitable for reproduction. The water supplier (purveyor) will also certify prior to the filing of the final pl :c: 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 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 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 the 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 domestic water service as well as fire protection 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, except as follows: a. Any and all relocation or alteration of the existing natural drain- ace or water course areas shall be complete and approved by the Spokane County Engineer prior to filing the final plat. b. A sixty -seven (67) foot building setback from the street front property line is required for the following lots: Block 1, Lots 6, 8, 15, and 16. Block 2, Lots 23, 25, 28, 29, 30, and 31. c. Block 2, Lots 33 and 34 - drainage course must be diverted to the rear of lot 33 and along the west side of Lot 34. 10 -a Continued - 1054 -76 - MYRON F ''.TES NO..8 (Continued) . 8. That a certificate of title be furnished the Planning Department prior to the filing of the final plat. 9. That the preliminary plat be given conditional approval to December 1, 1977. 10. That street 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 centerline monuments. 11. That profiles of streets, cross sections, proposed grades, and drainage plan of the plat be submitted and approved by the County Engineer and by the Planning Director before the final plat is drawn. Prior to accept- ance of the improvement or licensed land surveyor will be required indicat- ing that all improvement have been installed to the lines and grades shown on the approved construction plans. 12. C .itional approval of the plat is given subject to the dedication of the ri;i:t of way to the public and approval of the road system in the plat by the County Engineer. That the developer dedicate appropriate right of way for a new crossing of the Union Pacific Railroad near the northwest comer of the proposed plat. That the developer agree to share in the cost of the improvement of the new crossing and connecting road. Such improve - ment shall include grading, drainage, surfacing, road paving and signalir zation of the railroad crossing. The extent of the developer's obligation shall be determined through negotiation between the developer and the County Engineer. Negotiations shall consider the amount of area proposed to be developed by the developer relative to the developable area to be served in a manner acceptable to the County Engineer prior to the filing of the final plat. C. STAFF ENVIRONMENTAL REVIEW: - 10 B - 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. As required in WAC 197 -10 -220, the staff of the County Planning Department re- viewed the environmental checklist submitted by Ralph Guthrie for a preliminary subdivision called Myron Estate No. ,8. The proposal is located approximately in the NW 1/4 of Section 4, Township 24 N., Range 44, E.W.M., directly south of the Myron Estate No. 5 and No. 6. The proponent is requesting to subdivi the 45 acres into 52 lots for single family use; thereby creating a gross dt :.ity of about 1.2 units /acre. The terrain is tree covered and gently rolling, with moderate to severe slopes. The staff review has identified four potential areas of environmental impacts. First, and common to all subdivisions, is the increase in motor vehicle traffic " FE- 1054 -76 - MYRON ESTATES NO. 8 (Continued) and all the effects associated ther:;.viih. These would include such impacts as increased air pollution, specifically suspended particulates from unimproved streets, increase: noise, and increased public safeity hazards from traffic. A second potential environmental impact area considered was the increased demand on public services and utilities. This would include such factors as increasedrequirementsfor police and fire protection, provision of additional school, park, and recreational facilities and roads. This would also include such impacts as associated with extension of utility lines (power, natural gas, telephone) and the provision of suitable long term waste disposal systems. A third potential environmental impact revealed by the staff evaluation involves the subsurface injection of sewage effluent and storm water runoff. •This waste water placed at a depth will percolate downward toward the aquifer rather than evaporating back into the atmosphere as under natural conditions. A portion of the contaminants will likely be filtered out of this waste water, but the result - ing quality has not been determined yet. About 15 acre /feet of waste water will be ::acted beneath the soil surface, 7.8 acre /feet of which will be septic tank 6i:. •`ca:t. The final potentially significant impact is the conversion of approximately 45 acres of vacant tree covered land into 52 lots for single family use. The conclusion of this environmental checklist review is that no significant environmental impacts will likely result from the proposal if the specified mitigating measures are adopted. Therefore, it is recommended that a Declara- tion of Non - Significance be issued and an environmental impact statement not be required. D. ZONING RECOMMENDATION: Planning Commission Recommendation: Apnnve "Myron Estates No. 8 as indi- cated on the preliminary plat of record to the Sincle Femilv Residential (R -1) Zone classification upon the filing of the final plat., ' REASONS: 1. The lots in the proposed plat have been designed to accommodate single family dwellings with a proposed density of less than 1.2 units /acre. 2. The Planning Commission has been routinely upgrading similar resident- ial plat proposals in the Spokane Valley to the Single Family Zone. ?. Ti..: staff is of the opinion that none of the lots within the proposed plat ve disadvantaged relationships which would warrant duplex zoning. - 10 c - 4 fn PE- 1054 -76 - 'i;IYRON ESTATES NO. 8 (Continued) 4. i-.c Single Family Residential (R -1) Zone prohibits duplexes, animal keeping other than household pets, mobile homes, and home occupations. E. GENERAL DATA: 1. Location: Section 4, Township 24 N., Range 44, E.W. M. Beg. at pt. on SW corn. of Myron Est. No. 6, sd pt being 1842.35 ft S of the NW corner of Sect. 4; th S along W In of Gov't Lot 8 a dist. of 1091.79 It to S In of sc'. Gov't Lot 8; th E alg sd S in 1439.05 feet to Ely in of 60 foot wide roadway; th N 32°11'29"E 575.56 ft; th N 64°05'15"E 396.27 ft; th N 45 °44'55 "E 365.18 ft; th N 89 °40'30 "E 309.49 ft to pt of intersection with the centerline of Bates Road; th N alg centerline of Bates Rd to S In of Myron Estates No. 5; th Wly alg the Sly boundary line of Myron Estate No. 5 and Myron Estates' No. 6 to POB. 2. Sponsor: C. L. Dahlquist N. 113 Vista Road Spokane, WA 99206 3. Land Surveyor: James Carey Box 446 Pullman, WA 99163 4. Site Size: 45 acres 5. Number of Lots: 52 6. Lf nc_ use proposed by sponsor: Single family dwellings 7. F: :.zing Zoning: Agricultural, established April 11, 1967 8. Ac'.v =rtised Zone Upgrading: Single Family Residential (R -1) 9. We:cer Source: Washington Water Power Company 10. School District: Central Valley School District - 10 D - • Mr. Ralph Guthrie South 414 University Spokane, Washington 99206 mm 7 P INTS714 4 TY Very truly yours, O1'1- OF COUNTY ENGINEER ROBERT S. TURNER COUNTY ENGINEER Sroa''s -' ,W:a ruizeuroN 09 April 18, 1977 RE: PE 1054 -76 Myron Estates #8 Dear Mr. Guthrie: One of the requirements set forth by the Spokane County Planning Commission in consideration of the preliminary plat of Myron Estates #8, involved the construction of a new crossing of the Union Pacific Railroad, located in the immediate vicinity of the preliminary plat proposal. The requirement was contained in the Planning Commission Minutes of November 19, 1976, as Condition Number 12, (copy attached). Negotiations between representives of the County and your representives have been held and it has been agreed that the extent of your obligation in cost sharing for the improvement of the new crossing and connection road would be $15,000. The negotiations and resulting $15,000 cost sharing figure did consider the amount of developable area proposed in Myron Estates #8 relative to both the remaining developable area which would be served by the new crossing and the presently developed area of the Myron Estates, which would also use the new crossing. Generally speaking, the County's share would be for the presently developed area and the connection from the tracks out to the Dishman -Mica Road, with the remaining - cost of the crossing improvement prorated and shared between the Myron Estates #8 proposal and future developments, located within the area served by the new crossing. Since it most likely will take sometime to deal with both the Union Pacific Rail- road and the Washington State Utilities and Transportation Commission in regards to the actual approval, location, and construction of the crossing, we would recommend bonding for this condition by a savings account assignment established by your bank specifically for this purpose. A savings account assignment form is attached for your use. The assignment form properly executed by your bank and returned to this office will be required prior to the filing of the final plat for Myron Estates #8. If you have any questions or need additional information, please advise. Robert S. Turner, P.E. Spokane County Engineer Gary W. Kennaly, P.E. Planning & Traffic Engineer PRELIMINARY SUBDIVISION AND ZONE CLASSIFICATION UPGRADING PE- 1054 -76 - MYRON ESTATES #8: DAHLOUIST ZE- 133 -76 - AGRICULTURAL TO SINGLE FAMILY RESIDENTIAL (R -1) A. REASONS: 5. T'.lac appropriate street names be indicated. - 10 - MINUTES • NOVEMBER 19, 1976 Planning Commission Recommendation: Approve Mvron Estates No. 8 for the following reasons and subiect to the followinc conditions. (Vote was unanimous.) 1. The proposal as submitted represents a logical extension of the existing development in the neighborhood. 2. The Planning Commission has been routinely approving similar proposals. B. CONDITIONS: 1. That the plat be designed as indicated on the preliminary plat of record and /or attached sheets as noted. 2. That a statement be placed in the dedication to the effect that no more than one dwelling structure be placed on any one lot, nor shall any lot be further subdivided for the purposes of creating additional lots or building sites without filing a replat. 3. That the plat provide for right of way width for streets as indicated on the preliminary plat of record. 4. That appropriate provision be made that the following described 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.) 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 r PE- 1054 -76 - MYRON ESTATES NO. 8 (Continued) also have been approved by the appropriate health authorities. The health authorities, water supplier (purveyor), and fire protection district wid certify, prior to the filing of the final plat, on the face of said water plan that the plan is in conformance with their requirements and will adequately satisfy their respective needs. Said water plan and cert- ification will be drafted on a transparence 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 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 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 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 the 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 domestic water service as well as fire protection 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, except as follows: a. Any and all relocation or alteration of the existing natural drain- age or water course areas shall be complete and approved by the Spokane County Engineer prior to filing tha final plat. b. A sixty =seven (67) foot building setback from the street front property line is required for the following lots: Block 1, Lots 6, 8, 15, and 16. Block 2, Lots 23, 25, 28, 29, 30, and 31. c. Block 2, Lots 33 and 34 - drainage course must be diverted to the rear of lot 33 and along the west side of Lot 34. 10 -a Continued •PE- 1054 -76 - MYRON L.,iATES NO. 8 (Continued) — 23 e4 8. That a certificate of title be furnished the Planning Department prior to the filing of the final plat. 9. That the preliminary plat be given conditional approval to December 1, 1977. 10. That street 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 centerline monuments. 11. That profiles of streets, cross sections, proposed grades, and drainage plan of the plat be submitted and approved by the County Engineer and by the Planning Director before the final plat is drawn. Prior to accept- ance of the improvement or licensed land surveyor will be required indicat- ing that all improvement 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. That the developer dedicate appropriate right of wc, for a new crossing of the Union Pacific Railroad near the northwest corner of the proposed plat. That the developer agree to share in the cost of the improvement of the new crossing and connecting road. Such improve- ment shall include grading, drainage, surfacing, road paving and signali- zation of the railroad crossing. The extent of the developer's obligation shall be determined through negotiation between the developer and the County Engineer. Negotiations shall consider the amount of area proposed to be developed. by the developer relative to the developable area to be served in a manner acceptable to the County Engineer prior to the filing of the final plat. 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. C. STAFF ENVIRONMENTAL REVIEW: As required in VtrAC 197 -10 -320, the staff of the County Planning Department re- viewed the environmental checklist submitted by Ralph Guthrie for a preliminary subdivision called Myron Estate No. 8. The proposal is located approximately in the NW 1/4 of Section 4, Township 24 N., Range 44, E.W.M., directly south of the Myron Estate No. 5 and No. 6. The proponent is requesting to subdivide the 45 acres into 52 lots for single family use; thereby creating a gross density of about 1.2 units /acre. The terrain is tree covered and gently rolling, with moderate to severe slopes. The staff review has identified four potential areas of environmental impacts. First, and common to all subdivisions, is the increase in motor vehicle traffic - 10 B - PE- 1054 -76 - MYRON ESTATES NO. 8 (Continued) and all the effects associated therewith. These would include such impacts as increased air pollution, specifically suspended particulates from unimproved streets, increased noise, and increased public safelty hazards from traffic. A second potential environmental impact area considered was the increased demand on public services and utilities. This would include such factors as increasedrequiremants for police and fire protection, provision of additional school, park, and recreational facilities and roads. This would also include such impacts as associated with extension of utility lines (power, natural gas, telephone) and the provision of suitable long term waste disposal systems. A third potential environmental impact revealed by the staff evaluation involves the subsurface injection of sewage effluent and storm water runoff. This waste water placed at a depth will percolate downward toward the aquifer rather than evaporating back into the atmosphere as under natural conditions. A portion of the contaminants will likely be filtered out of this waste water, but the result- ing quality has not been determined yet. About 15 acre /feet of waste water will be injected beneath the soil surface, 7.8 acre /feet of which will be septic tank elf rent. The final potentially significant impact is the conversion of approximately 45 acres of vacant tree covered land into 52 lots for single family use. The conclusion of this environmental checklist review is that no significant environmental impacts will likely result from the proposal if the specified mitigating measures are adopted. Therefore, it is recommended that a Declara- tion of Non - Significance be issued and an environmental impact statement not be required. D. ZONING RECOMMENDATION: Planning Commission Recommendation: Approve Myron Estates No. 8 as indic7 cated on the preliminary plat of record to the Single Family Residential (R -1) Zone classification upon the filing of the final plat. REASONS: 1. The lots in the proposed plat have been designed to accommodate single family dwellings with a proposed density of less than 1.2 units /acre. 2. The Planning Commission has been routinely upgrading similar resident- ial plat proposals in the Spokane Valley to the Single Family Zone. 3. The staff is of the opinion that none of the lots within the proposed plat have disadvantaged relationships which would warrant duplex zoning. - 10 C PE- 1054 -76 - MYRON ESTATES NO. 8 (Continued) 1. Location: Section 4, Township 24 N., Range 44, E.W. M. Beg. at pt. on SW corn. of Myron Est. No. 6, sd pt being 1842.35 It S of the NW corner of Sect. 4; th S along W In of Gov't Lot 8 a dist. of 1091.79 ft to S In of sd Gov't Lot 8; th E alg sd S In 1439.05 feet to Ely In of 60 foot wide roadway; th N 32 °11'29 "E 575.56 ft; th N 64 °05'15 "E 396.27 ft; th N 45 °44 "E 365.18 ft; th N 89 °40'30 "E 309.49 ft to pt of intersection with the centerline of Bates Road; th N alg centerline of Bates Rd to S In of Myron Estates No. 5; th Wly alg the Sly boundary line of Myron Estate No. 5 and Myron Estates No. 6 to POB. 2. Sponsor: C. L. Dahlquist N. 113 Vista Road Spokane, WA 99206 3. Land Surveyor: James Carey Box 446 Pullman, WA 99163 4. Size: 45 acres 5. Number of Lots: 52 6. Land use proposed by sponsor: Single family dwellings 7. Existing Zoning: Agricultural, established April 11, 1967 8. Advertised Zone Upgrading: Single Family Residential (R -1) 9. Water Source: Washington Water Power Company 10. School District: Central Valley School District E. GENERAL DATA: 4. The Single Family Residential (R -1) Zone prohibits duplexes, animal keeping other than household pets, mobile homes, and home occupations. - 10 D - Fifteen Thousand fnllarc - ROADWAY IMPROVEMENT BOND KNOW ALL MEN BY THESE PRESENTS, that we, Valley Vista Cnnv Center and of Spokane, Washington, as PRINCIPAL and surety Orr „” fi.,, Ly Co. a corporation organized and existing under the 04*4 . se laws of the State of and authorized to transact wee business in the State of Washington, as SURETY, are held and firmly bound unto the Board of County Commissioners of Spokane County, Washington, as OBLIGEE, in the penal sum of SIGNED, SEALED AND DATED this 21 day of tier ($ 1 51 1 00 00 ) DOLLARS, lawful money of the United States of America, for the payment of which, well and truly to be made, the ?RINCIPAL and SURETY bind themselves, their heirs,. executors, adminis- trators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the said PRINCIPAL is the developer of a tract of land in Spokane County known as Myrnn Fstatp #R Rail Pnad Crocsi*g and being located in Section Township _ North, Range _ E.W.M., i'n Spokane • Couhty, Washington and said County has required that a bond be furnished in an amount sufficient pay the construction costs of installing to the approved grades, curbs, sidewalks, and /or paving of roadways adjacent to said development and such other work as is incidental and necessa all_in'accordance with County Road Department Specifications and to the satisfaction of the County Engineer; such improvements to be completed in two years or less time unless said time period be extended at the option of the County Engineer. Upon failure of the PRINCIPAL to comply with the requirements stated herein within the time authorized, the OBLIGEE shall look to the SURETY for satisfaction to the extent of this BOND. The obligation of this BOND shall be kept in full force and effect until, in • the of the OBLIGEE, the requirements herein stated have been satisfied in , which event written release will be given by the OBLIGEE, the OBLIGEE having sole right to grant such release and the SURETY hereby waives all rights to release from the obligation except as herein stated. - V n //, - V � s t-a C6:,. w Principal comma MOOYGAOE COMPANY Surety:__ // ciii't TO: Jose Urcia, Director of Planning FROM: Robert S. Turner, County Engineer SUBJECT: Standard Plat Conditions A t SPOKANE COUNTY ENGINEER ROAD DEPARTMENT SUBDIVISION SECTION DATE: November 15, 1976 We recommend approval of the plat of MYRON ESTATES No. 8 / subject to the following conditions: that conditional approval of the plat is given subject to dedication of Right of Way to the public and approval of the road system in the plat by the County Engineer; that plans, profiles, and cross sections showing proposed street centerline and curb grades be submitted to the County Engineer for approval prior to construction and the filing of a final plat; that drainage plans and design calculations showing the grades and alignment of drain- age facilities be submitted to the County Engineer for approval prior to construction and the filing of a final plat; construction within the proposed public streets and easements shall be performed under the direct supervision of a licensed land surveyor, who shall be responsible for perpetuating all evidence of the location of survey monuments which may be disturbed during construction and who shall furnish the County Engineer with "As Built" plans and a certificate in writing that all improvements were installed to the lines and grades shown on the approved construction plans and that all disturbed monuments have been replaced; - no construction work is to be performed within the Public Right of Way until a permit has been issued by the County Engineer. All work is subject to inspection and approval by the County Engineer; all construction within the Public Right of Way is to be completed prior to filing the final plat or a bond in the amount estimated by the County Engineer to cover the cost of construction of improvements, construction certification, "As Built" plans, and monumenting the street centerlines shall be filed with the County Engineer. that the Developer dedicate appropriate right of way for a new crossing of the Union Pacific Railroad near the Northwast corner of the proposed plat. That the Developer agree to share in the cost of the improvement of the new crossing and connecting road. Such improvement shall include grading, drainage, surfacing, road paving and signalization of the railroad crossing. The extent of the Developer's obligation shall be determined through negotiation between the Developer and the County Engineer. Negotiations shall consider the amount of area proposed to be developed by the Developer relative to the developable area to be served by the crossing. The negotiated obligation shall be bonded or guaranteed-in a manner acceptable to the County Engineer prior to the filing of the final plat. - KOLB . 11122 Ferret Drive Spokane, WA 99206 June 8, 1 979 Guthrie Investments, Inc. E. 12721 Sprague Spokane, WA 99216 Dear Mr. Guthrie: In January 1 at E. 11122 Block #2 in Investments. - DECEIVED SPI[ANf fliste.y4 3,044lrit JUNI 41979 979 my wife and I purchased a new home in Spokane Ferret Drive, built by Wayne Leinwebber on Lot #19, Myron Estates #8, an area developed by Guthrie The plat map showed a 10' drainage easement on the Northeast side of this property. As the grounds were covered with snow at this time concealing the ground contour and as we were long time Southern California residents with no previous experience in problems caused by annual snow run -off and heavy rains, we asked our real estate agent, Joe Troy of Feldman - Person, to explain what a drainage easement was. We were told that it was a depression which the developer has provided to contain drainage and that at certain times of the year it would probably have water in it. We were also informed by Trans America Title Insurance that we could build no structures or plant materials which would interfer with the flow of water in addition to a specific notice that "Easements for specific locations of drainage ways are to be provided prior to sale of Lots ... 19 ... Block 2." We were, therefore, assured that the county regulations and the developer's proper construction of the drainage easement would contain any water flow and have no effect on our property outside of the easement. When we took possession of our new home on 3- 20 -79, we found that the recent snow run -off had washed away half of our front yard and flooded our basement ruining the carpeting. The builder was very prompt about bringing in fill dirt and re- placing the carpeting, but nothing has been done about the obviously inadequate drainage easement and drainage control. We have talked with the real estate agent, the builder, and the developer and have been unable to ascertain why this damage happened to our property. We also have been unable to determine whose responsibility it is to correct the situation so that it does not recur with this fall's rain and next spring's run -off. We have heard conjectures such as that the road is improperly graded (to our understanding, Ferret Drive has not received county approval), or that a culvert and rocks should have been provided as has been done by the developer at other drainage easements in the neighborhood. All the developer has done to date is send a crew out for 'z day to hand dig a small trench which has since been pretty well obliterated by the subsequent few rains. We would like to proceed with landscaping our yard but will not do so before the drainage situation is rectified. As it is clear that unless something is done, the same damage will recur ; I hereby request a response from all concerned parties as to what caused the erosion, what must be done to' preclude it from ever happening again, who is responsible for taking corrective action, and when that action will be taken. This problem cannot be ignored. Your prompt reply and action on this matter will be much appreciated. Sincerely, 4/ Ed Kolb enc: plat map TransAmerica Title Report cc : Spokane County Road Department Wayne Leinwebber Feldman - Person, Inc. dk Guthrie Investments June 8, 1979 Page Two (2) .1',1 Ara y, 1 BLOCK a ,p� nt ii \ j. $ 1 r i g 23 0& B m p 1 j ai e 2S 20 r 21 a 22 B R - "' A i" • �� 'I 19 11 s s K ; ` 3/4 . 1 i3 6 • . nror1 -- b % .t1 _ 0 49%5' 200.00 _— .m f • m n. m ! a `:. a i<' • ' o i \ 1 . 9 \� • Ji 4 0 St s . f >3 1 1,./ 1 26 �; \ s ` m ..--- c t s ' .pub i#' tr 1 4 �i ��AYW' jp7 �o \ T l5 • %v 29 i a+ `/� Blwc 5 4 .12y / / 7...... l i • R t ' N / U. • . i 1RANSAMERICAITITEE INSURANCd COMPANY. NORIN :720 ARGONNE ROAD SP ANE, WA. 99204______. N ..i i• E I I f S 1 1. (his print is ma solely for the proof! of milling 1 n locating Said f ; r and the romp ny assumaa no :ability ter vatblins it atty. in damns ona and 'nation ascanEned ay KIWI auryey. t 1 00'MV1'V 50.00 ,1• on..aA( NAM MI. 12 a 0 r e9'IS'I 115 EIS t «.n 37 ,Le. REDUCED TU 1" = 150' UlayL A1111' 13 1' r 711 - h CU t4 • / M r l '-r (� p • VY rll X OAPs PM 6 _ 101•10 . _! _ •N_ J..L • bin I e elf/ 0 W1599 1U.00 x • • 1. K 07•MIvm 1 co INSTALL ILANCO ACCESS 'ACCEPTANCE ANO IN MOON I hi N. 1 LOT f ILN. I Lon II, 10, la ii AORTA SCALE I•loo' 16 I — _L fl•11.L' 1t �! IS ACCESS C•SC5 4 - •/70t CULVLNn MOO I SHMCAT Of 1 5 CAI IIYRON ESTATES GO. d Dedication of the Plat Restrictive covenants and easements referred to in Policy No. 94751 of the Transamerica Title Insurance Comnany, which are imposed by the Dedication of the Plat of MYRON ESTATES NO. 8, as per plat thereof recorded in Volume 13 of Plats, pace 58, as follows: Lot 1, Block 3 and Lot 2, Block 4 being one foot wide are hereby dedicated to the county as general county property until such time as the road is extended as a full width right -of -way. Utility easements are hereby dedicated to the serving utility companies as shown on plat. Platters do hereby dedicate to public use forever the streets shown hereon. A public water system shall be provided and individual services shall be made available by the developer to each lot prior to sale. • The owners of all lots with drainage easements shall be held responsible for not obstructing the natural drainage flow across or adajacent to their property, and shall assume full responsibility for damage to their or any other property as a result of their obstructing, artificially collecting or discharging, the drainage flow. The subdividor shall inform each purchaser of the responsibility imposed on each property owner for obstructing, artificially collecting or discharging, the drainage flow. By permitting the 10 foot wide drainage easement to be platted as shown hereon, SFokane County does not accept the . responsibility of maintaining the drainage course nor the responsibility for any damage whatsoever including but not limited to inverse condemnation to any properties due to the drainage flow. ' E asements for specific locations of drainage ways are to be provided prior to sale of Lots 14 and 15, Block 1, and -Lots 17, 19, 27, and 28, Block 2. No more than one dwelling structure shall be placed on any lot, nor shall any lot be subdivided for the purposes of creating additional lots or building sites without filing a re -plat. dm SPOnANC COUNT,. COURT HOUSE Mr. Ralph Guthrie 12721 East Sprague Avenue Spokane, Washington 99216 Dear Mr. Guthrie: GWK: OF1 OF COUNTY ENGINEER ROBERT S. TURNER COUNTY ENGINEER S POHA.'E ,WA.SlflNGtON 99260 August 30, 1979 Be: PE 1054 Myron Estates $8 Thank you for advising of your completion of the road construction work for the Myron Estates $8 plat. We have processed the final paper work regarding the County's acceptance of the roads for operation and main- tenance and this Department's recommendation to accept the roads will be considered by the Board of County Commissioners at their weekly meeting on Monday, at 10:00 a.m., September 4, 1979. At such time as the Board establishes the roads in the Myron Estates $8 plat for operation and maintenance by the County, your bond will be released by this Department. Very truly yours, Robert S. Turner, P.E. County Engineer K. Gary W. Kennaly, P.E. Planning & Traffic Engineer �r�v o €121/4 M )z , Gu r nzi - S l=4 tS (_45 0 Cu LUe2� on.) My / IS /Ai £) /Ai 5 PCtre D _ Ls &y UT✓ -4r.v- C) rC 'o uj Fat flo p S 6 e C9k - 14ei 1 /Zg /7 9}x,✓ / C , cpaQph quth Spokane County Engineers Spokane County Court House Spokane, Washington 99260 Attention: Gary W. Kennaly, P.E. Planning & Traffic Engineer RE: PE 1 054, I%rron Estates #8 Dear Mr. Kennaly: Your letter, to me, dated August 2, 1979, stated I needed to install one more drywell in order for the county to release my bond entirely. This drywe l has been installed and has been inspected by a gentleman from your department. Vill you please proceed with the paper work necessary to release my bond? Thank you. Very truly yours, Ralph Guthrie PHONE (509) 926 - 1561 • 12721 E. SPRAGUE AVE. • SPOKANE, WASHINGTON 99216 August 23, 1979 cc: Hugh Sherrick - Commerce Mortgage RG /rf RECEIVED •$POKANI COUNTY ENCINg €Q AUG2 4 X979 g t soa nfer Z yoc. ./0 9/ 4, Gu‘. 0 6 4 ;4.04 -.-�. /// .3- ,st"...4.. Pr4soeS Aas4jeal E es•-••.r...4.4 ./V Sir &sopa n-n - ram 46 eneysZta as izr a d --f - 7 /05/ hest B08 Sprague Avenue Spokane, Washington 99201 (509) TE 8 -3685 • Transamerica Title Insurance Co Spokane County Planning Commission North 811 Jefferson Spokane, Washington Gentlemen: In the matter of the plat submitted for your approval, this Company has examined the records of the County Auditor and County Clerk of Spokane County; Washington, and the records of the Clerk of the United States Courts holding terms in said County, and from such examination hereby certifies that the title to the following described land situate in Spokane County, to -wit: As Hereinafter Set Forth; VESTED IN: ELAINE H. MALL VIOLET E. EK, GRACCE. VANDWER, and WILMA H. NICHOLS,,�a ° n undivided 1/4 interest each, and as separate property, as to tliiat portion of the West half of Government Lot 8, EXCEPT platted portion in said Section 4; and in RALPH D.<GUT H RIE and GERTRUDE OcrtiliHRIE, husband and wife, as to the remainder thereof. EXCEPTIONS: CERTIFICATE TO PLAT Order No. 82890 -M Certificate for Filing Proposed Plat of MYRON ESTATES N0. 8 .e A Service of °''.� 1 17,- 'ransomer/ea Corporati 1. 1% excise tax, if unpaid. 2. General taxes for the year 1977 delinquent in the following amounts plus interest, as follows: W 1/2 of Lot 8 in W 1/2 of said Section 4, except platted portion (Parcel No. 04442 -9067) - $31.18, including Weed District Tax (includes other property). E 1/2 of Lot 8 in N 1/2 of said Section 4, except platted portion (Parcel No. 04442 -9066) - $155.34, including Weed District Tax (includes other propety). (continued) t DESCRIPTION: Order No. 82890 -M Certificate to Plat (July 12, 1977) That portion of Government Lot 8 in Section 4, Township 24 North, Range 44 E. W. M., described as follows: Beginning at the Northwest corner of said Section 4 bear South 00 ° 34'01" East 1842.34 feet to the true point of beginning of this description; thence Easterly along the Southerly boundary of MYRON ESTATES NO. 6, as per plat thereof recorded in Volume 12 of Plats, page 38, to the Southerly boundary corner of �� MYRON ESTATES NO. 5, as per plat thereof recorded in Volume 12 of Plats, page 38; thence continuing Easterly along the Southerly boundary of MYRON ESTATES NO. 5 to the Easterly boundary of said plat, - fhis line being the Easterly boundary line of Government Lot 8, also centerline of a 60 foot wide road known as Bates Road; thence South 01 "04'11" East 473.76 feet along the said quarter line; thence South 88 ° 55'49" West 233.65 feet to a point of curvature of a curve concave Southeasterly having a delta of 43 °55'35" and a radius of 190.00 feet; thence South 45 ° 00'14" West 2.35.30 feet to a point of curvature of a curve concave Northwesterly having a delta of 18 ° 20'20" and a radius of 330.00 feet; thence South 63 ° 20'34" West 251.22 feet to a point of curvature of a curve concave Southeasterly having a delta of 31 ° 53'46" and a radius of 320.00 feet; thence South 31 ° 26'48" West 171.23 feet to a point of curvature of a curve concave Northwesterly having a delta of 3 ° 52'55" and a radius of 1505.39 feet; thence South 35 ° 19'43" West - 218.10 feet to a point' dr the Southerly line of Government Lot 8 of Section 4; thence South 89 ° 16'49" West 1421.24 feet along the Southerly boundary of Government Lot 8 to point on the Westerly section line of Section 4; thence North 00 ° 34'01" West 1105.37 feet along said section line to the true point of beginning; Situate in the County of Spokane, State of Washington. (See Note 3) 3. EASEMENT AND THE Grantor: Grantee: Purpose: Location: Dated: Filed: Recording No.: Page 2 Order No. 82890 -M TERMS AND CONDITIONS THEREOF: Amos Lewis and Emma Lewis, husband and wife Charles C. Mitchell Road The East 30 feet of Lots 3, 5 and 8 to the 0.W.R. & N. railroad right of way; thence along said right of way to the South line of Lot 8 in Section 4, Township 24 North, Range 44 E. W. M. March 21, 1924 October 30,.1924 77603 Said easement contains the following: Provided, however, that when the said land shall cease to be used for roadway purposes, the same shall revert back to Grantor or their assigns. Grantors reserve the right to use said road themselves. Grantors also reserve the right to have a railroad spur constructed over and across said roadway. 4. EASEMENT AND THE Grantors: Grantee: Purpose: Location: Dated: Recorded: Recording No.: TERMS AND CONDITIONS THEREOF: Amos Lewis and Emma Lewis, husband and wife Charles C. Mitchell Road purposes only West 20 feet of Government Lots 4, 5 and 8 in said Section 4 February 26, 1925 May 21, 192,--- 800096. � Said easement contains the following: Provided, however, that when the said land shall cease to be used for roadway purposes, the same shall revert back to Grantor or their assigns. Grantors reserve the right to use said road themselves. (continued) 5. EASEMENT AND THE Grantee: Purpose: Location: Dated: Recorded: Recording No.: TERMS AND CONDITIONS THEREOF: J. F. Hunt Road across the East 30 feet of Government Lots 3, 5 and 8 to the 0.W.R. & N. Railroad right of way and then along said right of way to South line of Government Lot 8 in Section 4, Township 24 North, Range 44 E. W. M. March 31, 1930 April 4, 1930 A31702 Said Easement recites the following: Page 3 Order No. 82890 -M Provided that when the said land shall cease to be used for road purposes, the same shall revert back to Grantors, or their assigns. Grantors reserve right to use said road. Grantors reserve the right to have a railroad spur constructed over and across said roadway. 6. CONTRACT OF SAL Seller: Purchaser: Dated: Recorded: Recording No.: Covers: 7, WATER SYSTEM Between: And: Purpose: Dated: Recording No 8 .MORTGAGE AND Mortgagor: Mortgagee: Amount: Dated: Recorded: / /Recording No 9 . MORTGAGE AND THE Mortgagor: Mortgagee: Amount: Dated: Recorded: Recording No.: E AND THE TERMS AND CONDITIONS THEREOF: Elaine H. Mally, Violet E. Ek, Grace E. Vandiver and Wilma H. Nichols, each as to a 1/4 interest, and as her separate property Valley Vista Convalescent.Center, an Idaho — corporation March 7, 1972 May 5, 1972 620413C W 1/2 of Gov. Lot 8 except platted portion and other property. lr.n+i � i nno? 1 AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: The Washington Water Power Company, a corporation Guthrie Investments Incorporated To provide rights of way for water and electric facilities May 31, 1973 224577. THE TERMS AND CONDITIONS THEREOF: Hodges,Inc., a corporation Commerce Mortgage Company, a corporation $130,600.00 March 30, 1977 April 5, 1977 7704050170. TERMS AND CONDITIONS THEREOF: Ralph D. Guthrie and Gertrude 0. Guthrie, husband and wife, and Valley Vista Convalescent Center, a corporation Commerce Mortgage Company, a corporation $287,500.00 March 23, 1977 March 30, 1977 7703300276. hm Records examined to July 12, 1977, at 8:00 A. M. By: Paye 4 ` :c er NOTE 1 The following Made By: To: Recording No.: (copy attached. Made By: To: Recording To.: (copy attached) Made By: To: Recording No.: (copy attached. NOTE 2: General Power of Attorney: Made By: Ralph D. Guthrie and Gertrude 0. Guthrie, husband and wife To: Larry L. Guthrie, Steven R. Guthrie, and Richard T. Guthrie, or either of them 7706220343 Special Powers of Attorney: Wilma H. Nichols, Elaine H. Mally, Violet E. Ek Grace E. Vandiver 7308310292 Recording No.: (copy attached. NOTE 3: The courses on the North line on the proposed plat do not conform with the courses on the Southerly lines of the adjacent plats of MYRON ESTATES NO. 5 and MYRON ESTATES NO. 6. TRANSAMERICA TITLE INSURANCE CO. dice 7 Kathy Mason Elaine H. Mally, Violet E. Ek and Grace E. Vandiver Wilma H. Nichols 7308310293 Wilma H. Nichols, Violet E. Ek and Grace E. Vandiver Elaine H. Mally 7308310294 "TIGHT OF WAY DEED IN THE )ITTER of the `- ea --e,- _.•'�i�. -t ii�� .71 KNOW ALL MEN BY THESE PRESENTS, That Ralph Guthrie and , his wife, of the County of Spokane, in the Stacie of Washington, in consideration of the benefits and other valuable considerations, and the stun of Dollars, paid by the County of Spokane, the receipt thereof is hereby acknowledged, have granted, bargained, sold and conveyed, and by these presents do grant, bargain, sell and convey unto said Spokane County, the following described parcel of land, situated in Spokane County, in the State of Washington, to-wit: -- t - s r.ip of land feet wide on side of and parallel with line rt =said road or so much of the propert ',t. grantor as lies within said foot, strip, as surveyed, rec.() _ for the above'menti., -d road, as shown in the field notes and on the urf4a l plat thereof on file in the office of the Spokane County Engineer, over and across Beginning at the N' corner of Sec. 4, T. 24 N., R. 44 E., bear South 0 ° 19'30" East 1809.77 feet on the ; section line to the true point of beginning of this desc- ription. Thence continuing on the ' section line South 0 ° 19 1 30" East 566.93 feet to the South lot oin of Lot 1, Block 3 of Myron 7 as per plat #2298, recorded in Book 12, Page 93, said lot pin being on the Westerly right of way line of the 0.W.R.R. & N. Co. right of way. Thence Northeasterly through a series of courses as follows along the Westerly right of way line of said R.R. right of way. North 08 ° 35'09" East 30.75 feet Nnrth In °20'03" Fast 50.00 feet North 11 ° 29'58" East 50.00 feet North 15 ° 06'48" East 50.00 feet North 18 ° 51'52" East 50.00 feet North 21 ° 27'07" East 50.00 feet North 24 ° 22'25" East 50.00 feet North 27 ° 29'16" East 50.00 feet North 30 ° 21'44" East 46.32 feet (continued) of Section , Township North, Range , E.W.N. TO HAVE AND TO HOLD the same, unto the said Spokane County for the purposes of a publtc..road, forever. hand and seal this :'x'J In witness whereof ' _ have hereunto set / /e' /;,c L- /} it V - day of r 19 7 /l c J „ ' (SEAL) (NOTE: If married, must be signed by both husband and wif) / 4 .N. 7.-- A � , a e. , 1 -::3F WAY DEED TN THE HATTER of the KNOW AL1. MEN BY THESE PRESENTS. That and in the State of Washington, the slue of Form 655R (NOTE: If married, must be signed by both husband and wife.) - L - _t /1 - No. . his wife, of the County of Spokane, in consideration of tha benefits and other valuable considerations, and . Dollars, paid by the County of Spokane, the receipt whereof is hereby acknonledged, have granted, bargained, sold and conveyed, and by these presents do grant, bargain, sell Ellu1 convey luito said Spokane County, the following described parcel of land, situated in Spokane Colncy, in the State of Washington, to—wit: A strip of land foec wide on side of and parallel with line of said road or so much of the property of the grantor as lies within said foot strip, as surveyed, recorded for the above - mentioned road, as shown in the field notes and on the official plat thereof on file in the office of. the Spokane County Engineer, over and across (continued) Thence South 8940'30" West 90.41 feet to point of curvature of a curve concave Northeasterly With'a radius of 20.00 feet, a length of 31.42 feet and a tangent of 20.00 feet. -Thence North 0 ° 19'30" West 147.14 feet on a line parallel to the IA section line, thence South 89 ° 40'30" West 30.00 feet to the true point of beginning. of Section _ Township North, Range , E W M TO HAVE AND TO HOLD the sane, unto the said Spokane County for the purposes of a public road forever. In witness whereof' have hereunto set hand and seal this• day of 19 _ . (sF ) ij - (SEAL) BEFORE THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON RESOLUTION NO. 79 1221 IN THE MATTER OF ) ESTABLISHMENT OF STREETS IN ) MYRON ESTATES NO. 8 ) RESOLUTION - ESTABLISHMENT COUNTY ENGINEER'S FILE NO. 2581 This being the day set for the hearing on Spokane County Engineer's Report on the proposed establishment of STREETS IN MYRON ESTATES NO. 8, ESTABLISHMENT proceedings for which were initiated by PRELIMINARY RESOLUTION 79 -1117 , 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 & 60 feet wide and that said roads are a public necessity and the same should be opened and established as County roads. THEREFORE, BE IT RESOLVED By the Board of County Commissioners of Spokane County, Washington, that the hereinafter described roads as reported by the Spokane County Engineer on the 4TH day of SEPTEMBER, 1979, being more particularly described as follows: VAN MARTER STREET -from the centerline of 48th Avenue South to the South boundary of the plat of Myron Estates No. 8, Plat No. 1054 - 60' wide. FERRET DRIVE - from the East right of way line of Van Marter Street East to Ponderosa Drive - 50' wide. BERNHILL COURT - from Ferret Drive South to and including cul -de -sac - 50' wide. MARBLE COURT - from Ferret Drive North to and including cul -de -sac - 50' wide. PONDEROSA DRIVE - from the South boundary line of the plat of Myron Estates No. 8 Plat No. 1054 Northeast to the West right of way line of Bates Road - 60' wide. 50TH COURT - from Ponderosa Drive West to and including cul -de -sac - 50' wide. All located in the Northwest Quarter (NW 1/4) of Section 4, Township 24 North, Range 44 E.W.M. as shown in the plat of Myron Estates No. 8 Plat File No. 1054. 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 VAN MARTER STREET, FERRET DRIVE, BERNHILL COURT, MARBLE COURT, PONDEROSA DRIVE AND 50TH COURT NO. 2581. The road supervisor of the road district 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 4TH day of SEPTEMBER, 1979. Q BOARD OF COUNTY. COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON RNON W. OHLAND RK OF BOARD i3C ." ..< ., • .414 ate angered � .:4e48 . 35 SO •_R= /96. • .L 97.92 1 2 m1— 1 — — \I:er•f x•c i' o [ bS 55( • • s � 3°. e0, s 113.9? ' � • .. 4 5a0d 74 Q9 vl 1 � A 1 30• y0 • `/'/. /.S oL f 741.4 A/ • ''/Ott, Pte its A, treatise', PAS- t7 1 ' e • 3 S V 141.91•°„ 1;•,t S . At•c• islit:,' li d spOn<NC COUNTY COURT HOUSE Mr. Ralph Guthrie 12721 East Sprague Avenue Spokane, Washington 99216 Dear Mr. Guthrie: GWK:sgs j l) ai SCID TITIValr of•YIt) lc CI COUNTY ENGINEER ROBERT S. TURNER COUNTY ENGINEER Sr/SHANE ,Wii ssixtvrox 99260 Augu -t 2, 1979 RE: PE 1054, Myron Estates #8 Please be advised that this Department's plat field inspector has re- ported that the construction work required as a condition of plat ap- proval has been completed with one minor exception and that the road and drainage facilities have been constructed to county specifications. The exception deals with the installation of any additional drywell and related drainage work necessary to resolve the drainage situation not covered in the original drainage plan as submitted by your engi- neer but which has been brought to your attention by Mr. Edward Kolb, East 11122 Ferret Drive, Spokane, Washington 99206, in his letters to you. Your telephone proposal to me agreeing to install the dry - well, etc., within five days upon the receipt of this letter, is ac- ceptable to the County Engineer. Please advise as to your schedule so that we may arrange for inspection of the construction. This Department will now recommend to the Board of County Commissioners that the roads be accepted by Spokane County for operation and main- tenance and the Board will consider the establishment of these plat roads at a public hearing on the matter. Road Bonds, etc. may be released upon the Boards formal acceptance of the roads by Spokane County. We will make every attempt to expidite the County Road Establishment Process and to advise you of the hearing date when the Board will consider this item. Very truly yours, Robert S. Turner, P.E. County Engineer ?J(A) G ary W. Kennaly, P.E. Planning & Traffic Engineer A Le ll i voted', r • x2/2/ Cultivated x 203/ Cultivated B. M i s G35 2037 "i x20,21 Cultivated vot x2/57" l g � 2050 • s r , I ( • B. M. G3 E I. 2035 J x 201 :FPM: ANI' 1 iinN1 FNS: 1 r1I:I l(I bp; U4:Pnlc'I tl1:IJ'I MLPWRANUNM UP Itl_uI1.;;T FUR INVP:IFII:A11 till x \ Date of Receipt.: 1r 13,.,- __- ._M Location: E. /MA_ Fe {t Description of Complaint; Comments on Investigation: Recommendations and Action Taken: Investigator: J Reviewed by: 'time: Se e_A_tc4t,ct dedify Source: Letter yo Phone Personal Received by: Complainant: Ed A E O IA Address: . SpMo. t os ALP" 'telephone: Request Investigation by; _Cynw Ste rn` / 7c■ Date of Investigation: (Signature) AtIV74,1A-2.141177.11E. EDWARD P E. 11122 Spokane, July 11, . KOLB Ferret Drive WA 99206 1979 Ralph Guthrie Guthrie Investments E. 12721 Sprague Spokane, WA 99216 Dear Mr.. Guthrie: • ;-.'F --i11F1 set.. • . • .N.4 TI Chum, 1 : v Ja r_„ : �J. 7 3 While my letter of June 8 indicated that we have a drainage problem and requested that you determine and correct it so that damage does not recur with this fall's or next spring's run -off, I was unable to provide specific documentation about the cause of the drainage damage to my property last spring. The recent rain of July 1, however, may furnish you with information that will be helpful in isolating this problem. On that date, we had two brief rain flurries of approximately 5 - 10 minutes each. I have included photographs of the flooding in front of my house caused by these rain flurries. A Crive around this neighborhood indicated that mine was the only property from which the water did not drain down natural or provided easements. It is clear that the drainage well in front of my house is not capable of handling even a small amount of water such as fell July 1. It is further evident from the photo that shows how near the top of the curb the water came that a larger run -off would overflow the curb and wash over my front yard on its way to the natural drainage easement along my side property. In doing so, the water would also enter my basement window wells causing flooding and damage to the inside of my house. This type of damage is pre - cisly what did occur last spring while the builder, Wayne Leinwebber, still retained possession of the house. I understand that the road in front of my house is not graded to allow for the proper channelling of water run -off. In the absence of corrective action on your part to date, be it a properly installed culvert or regrading of the road, flood damage to my property is imminent. By copy of this letter to the county, builder, and realtor, I am requesting to be immediately advised of my rights in obtaining protection against this damage, and I am requesting that corrective actio be taken without further delay. In no uncertain terms, I am dem di g,Z( response from each party copied. Ed o cc: Spokane County Road Department; Wayne Leinwebber; Feldman - Person, Inc SPO.ANE COUNT', COURT NOUSE Mr. Ralph Guthrie 12721 E. Sprague Spokane, Wash. 99216 Dear Mr. Guthrie: JS /sw 4D L(J.d`Nlr'r 0 Fl°1[:F. OF COUNTY ENGINEER ROBERT S. TURNER COUNTY ENGINEER St.oa \' &: ,W .nn 9924)1 January 9, 1980 Re: Myron Estates 08 Please be advised that the Roadway Improvement Bond issued by Commerce Mortgage Company for Myron Estates No. 8 for $61,800.00 may be released. Very truly yours, Robert S. Turner, P.E. County Engineer Jerry Sims Plat Inspector age or water course areas shall be compute and approved by the Spokane County Engineer prior to filing the final plat. b. A sixty-seven (67) fo i building setback from the street front property line-is„oquired for-the following lots: C Block 1, Lots Block 2, Lots c. Block 2, Lots the rear of lot 33 and 6, 8; 15, and 16. 23, 25, 28, 29, 30, and 31' 33 and 34 - drainage course must be diverted to along the west side of Lot 34. That a certificate of title be furnished the Planning Department prior to the filing of the final plat. 9. That the preliminary plat be given conditional approval to December-.l,--- -- - - -- • 1977. 10. That street 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 centerline monuments. 11. That profiles of streets, cross sections, proposed grades, and drainage plan of the plat be submitted and approved by the County Engineer and by the Planning Director before the final plat is drawn. Prior to accept- ance of the improvement or licensed land surveyor will be required indicat- ing that all improvement 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. That the developer dedicate appropriate right of way for a new crossing of the Union Pacific Railroad near the northwest corner of the proposed plat. That the developer agree to share in the cost of the improvement of the new crossing and connecting road. Such improve• ment shall include grading, drainage, surfacing, road paving and signali:- zation of the railroad crossing. The extent of the developer's obligation shall be determined through negotiation between the developer and the County Engineer. Negotiations shall consider the amount of area proposed to be developed by the developer relative to the developable area to be served in a manner acceptable to the County Engineer prior to the filing of the final _plat. r-- i 1 8 5 m • 30 v 30 V N °Po I M l —i 4 ,>s • t; 1 7 V m 1 i . 1 _ 130 Ner %swab c -'-' k• Ifl.93• $ S. ei•oct c: *. 3 m� 130 M ef tso••E 1 I. 1 E , ° s I z m 2 N 1 . •y 1 I !!\. - -_ 130 '1:er•S:ra K; 1 1 3 O I . s9 v 1 CI t evso•8°•aa 50.0 —0_N O9 1 --e s • I , 30 • 1 a n ) 0 o 16 • O • • u J. • 15 • t Y G . / t y < Rc, °- h gy p• S / 4St q�� ‘ / �.h i n) h 1 � \ r• : . • �� - g - , •x: • • � 4 , ° q.'•L .h . �Q e� v • ti ' t* 4iPd3 ,L1) t .p (k), G0` Q - • -4 b h. `41 q , h p • pp v- " o ` n ) `` ,- J• h •. • b b 0 b h` L R ,. 5 bh ^ op h(� mo o?, s ', . b h. 5 . 1 oe` O O ^ 0 • - 0 • �'b Z o hb 5 ^ o C.). 0? b • ; - • . , • , b 1 b I• C.) N V /, /rr A/ G.4 Date sp<._ Ph^ WHIL YOU W�� / Q "E OUT M t94A,J �7 1 A4 f! ■ Area Code Number Extension TELEPHONED PLEASE CALL /1 CALLED TO SEE YOU WILL CALL AGAIN' 1 WANTS TO SEE YOU Meeee^o 6 r 0 Tin /0130 URGENT RETURNED YOUR CALL / //7 AV Operator EFFICIENCY® LINE NO. 2725 AN AMPAD PRODUCT 60 SHEETS • West 808 Sprague Av, .te• Spokane, Washington 99201 (509) TE 8 -3685 Jraasamennca Tale insurance eTh Spokane County Planning Commission North 811 Jefferson Spokane, Washington Gentlemen: As Hereinafter Set Forth; VESTED IN: EXCEPTIONS: 1. 1% excise tax, if unpaid. CERTIFICATE 0 PLAT (continued) o er No. 82890 -M 0 ' Certificate for Filing Proposed Plat of MYRON ESTATES NO. 8 Or A Service of ,-- !hl T Corporation i 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 td the following described land situate in Spokane County, to -wit: ELAINE H. MALLY VIOLET E. EK, GRACE E. VANDIVER, and WILMA H. NICHOLS, an undivided 1/4 interest each, and as separate property, as to that portion of the West half of Government Lot 8, EXCEPT platted portion in said Section 4; and in RALPH D. GUTHRIE and GERTRUDE 0. GUTHRIE, husband and wife, as to the remainder thereof. 2. General taxes for the year 1977 delinquent in the following amounts plus interest, as follows: W 1/2 of Lot 8 in W 1/2 of said Section 4, except platted portion (Parcel No. 04442 -9067) - $31.18, including Weed District Tax (includes other property). E 1/2 of Lot 8 in N 1/2 of said Section 4, except platted portion (Parcel No. 04442 -9066) - $155.34, including Weed District Tax (includes other propety). D ESCRIPTION: (See Note 3) Order No. 82890 -M Certificate to Plat (July 12, 1977) That portion of Government Lot 8 in Section 4, Township 24 North,' Range 44 E. W. M., described as follows: Beginning at the Northwest corner of said Section 4 bear South 00 ° 34'01" East 1842.34 feet to the true point of beginning of this description; thence Easterly along the Southerly boundary of MYRON ESTATES NO. 6, as per plat thereof recorded in Volume 12 of Plats, page 38, to the Southerly boundary corner of MYRON ESTATES NO. 5, as per plat thereof recorded in Volume 12 of Plats, page 38; thence continuing Easterly along the Southerly boundary of MYRON ESTATES NO. 5 to the Easterly boundary of said plat, this line being the Easterly boundary line of Government Lot 8, also centerline of a 60 foot wide road known as Bates Road; thence South 01 "04'11" East 473.76 feet along the said quarter line; thence South 88 °55'49" West 233.65 feet to a point of curvature of a curve concave Southeasterly having a delta of 43 ° 55'35" and a radius of 190.00 feet; thence South 45 ° 00'14" West 235.30 feet to a point of curvature of a curve concave Northwesterly having a delta of 18 °20'20" and a radius of 330.00 feet; thence South 63 ° 20'34" West 251.22 feet to a point of curvature of a curve concave Southeasterly having a delta of 31 °53'46" and a radius of 320.00 feet; thence South 31 ° 26'48" West 171.23 feet to a point of curvature of a curve concave Northwesterly having a delta of 3 °52'55" and a radius, of 1505.39 feet; thence South 35 ° 19'43" West 218.10 feet to a point on the Southerly line of Government Lot 8 of Section 4; thence South 89 ° 16'49" West 1421.24 feet along the Southerly boundary of Government Lot 8 to a point on the Westerly section line of Section 4; thence North 00 °34'01" West 1105.37 feet along said section line to the true point of beginning; Situate in the County of Spokane, State of Washington. 3. EASEMENT AND Grantor: Grantee: Purpose: Location: Dated: Filed: Recording No.: 4. EASEMENT AND THE Grantors: Grantee: Purpose: Location: Dated: Recorded: Recording No.: (continued) Page 2 Order No. 82890 -M THE TERMS AND CONDITIONS THEREOF: Amos Lewis and Emma Lewis, husband and wife Charles C. Mitchell Road The East 30 feet of Lots 3, 5 and 8 to the 0.W.R. & N. railroad right of way; thence along said right of way to the South line of Lot 8 in Section 4, Township 24 North, Range 44 E. W. M. March 21, 1924 October 30, 1924 776037. Said easement contains the following: Provided, however, that when the said land shall cease to be used for roadway purposes, the same shall revert back to Grantor or their assigns. Grantors reserve the right to use said road themselves. Grantors also reserve the right to have a railroad spur constructed over and across said roadway. TERMS AND CONDITIONS THEREOF: ✓ Amos Lewis and Emma Lewis, husband and wife Charles C. Mitchell Road purposes only West 20 feet of Government Lots 4, 5 and 8 in said Section 4 February 26, 1925 May 21, 1925 800096. Said easement contains the following: Provided, however, that when the said land shall cease to be used for roadway purposes, the same shall revert back to Grantor or their assigns. Grantors reserve the right to use said road themselves. EASEMENT AND THE TERMS FANDuCONDITIONS.THEREOF: Grantee: J. Purpose: Road across the East 30 feet of Government Lots Location: 3, 5 and 8 to the 0.W.R. & N. Railroad right of way and then along said right of way to South line of Government t o tE8 in Section 4, � Township 24 North, g March 31, 1930 April 4, 1930 A31702 Dated: Recorded: Recording No.: Said Easement recites the following: Provided hat when the sid purposes, t the same shall revert d back l to c Grantors, eors for road their assigns. Grantors reserve right to use saidnroad. Grantors reserve the right to have a railroad spur across said roadway. 6. MORTGAGE AND THE Mortgagor: Mortgagee: To Secure: Dated: Recorded: Recording No.: Now Covers: odC Page 3 Order No. 82890 -M TERMS AND CONDITIONS THEREOF: a corporation Guthrie Investments, Pioneer National Title Insurance Company Faithful performance of each and all of/the i ations of the First Party in and obl g Agreement dated N that certain Indemnity November_______, 1, between Mortgagor No others November 30, 1971 \December 15, 1971 5 TheNEast half of Government Lot 8 in Section except the except Idaho railroadig Railroad Co., and except portion conveyed to The Oregon Railroad and Navigation Company, also, the EasNhal'f of the East half of the East half of Government Lot 9 in Section 4, except 100 feet conveyed to Washington & Idaho Railroad Co. e dated November 8, 1973, recorded Partial Release of Mortg a g 7312040175 contains the following: b 1973 as Doc u�nt No. and Decem er 4 d egress Reserving a mortgage lien on an easeme nt for ingress an over the West 30 acres of thefEast half half ver mentL half of l Lot 8 yr h btnofit of that par l g East East of the West 30 acres of the East half of Lot 8 an d vernment Lot 9 in said Section 4 to reach the present for the benefit 9f the East half of the East half of the East of Go existing road now in existence. (continued) ,lVl �r.e v!, 4, half 7. CONTRACT OF SALE AND THE TERMS AND CONDITIONS THEREOF: Seller: Elaine H. Melly, Violet E. Ek, Grace E. Vandiver and Wilma H..Nichols, each as to a 1/4 interest, and as her separate property Valley Vista Convalescent Center, an Idaho corporation March 7, 1972 May 5, 1972 620413C W 1/2 of Gov. Lot 8 except platted portion and other property. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: A''' The Washington Water Power Company, a corporation Guthrie Investments Incorporated To provide rights of way for water and electric facilities May 31, 1973 224577. Purchaser: Dated: Recorded: Recording No.: Covers: 8. WATER SYSTEM Between: And: Purpose: Dated: Recording No. 9. MORTGAGE AND Mortgagor: Mortgagee: Amount: Dated: Recorded: Recording No.: 10. MORTGAGE AND Mortgagor: Mortgagee: Amount: Dated: Recorded: Recording No.: Made By: To: Recording No.: (copy attached. Page 4 Order No. 82890 -M THE TERMS AND CONDITIONS THEREOF: Hodges Inc., a corporation Commerce Mortgage _Company.,.a._cor,poration . $130,600.00 March 30, 1977 April 5, 1977 7704050170. THE TERMS AND CONDITIONS THEREOF: Ralph D. Guthrie and Gertrude 0. Guthrie, husband and wife, and Valley Vista Convalescent Center, a corporation Commerce_Mortgage Company, a corporation '$287,500.00 March 23, 1977 March 30, 1977 7703300276. NOTE 1: The following Special Powers of Attorney: Wilma H. Nichols, Elaine H. Melly, Violet E. Ek Grace E. Vandiver 7308310292 (continued) hm Made By: To: Recording To.: (copy attached) Made By: To: Recording No.: (copy attached. Page 5 Order No. 82890 -M Elaine H. Mally, Violet E. Ek and Grace E. Vandiver Wilma H. Nichols 7308310293 Wilma H. Nichols, Violet E. Ek and Grace E. Vandiver Elaine H. Mally 7308310294 NOTE 2: General Power of Attorney: Made By: Ralph D. Guthrie and Gertrude 0. Guthrie, husband and wife To: Larry L. Guthrie, Steven R. Guthrie, and Richard T. Guthrie, or either of them 7706220343 Recording No.: (copy attached. NOTE 3: The courses on the North line on the proposed plat do not conform with the courses on the Southerly lines of the adjacent plats of MYRON ESTATES NO. 5 and MYRON ESTATES NO. 6. Records examined to July 12, 1977, at 8:00 A. M. TRANSAAMERICA TITLE INSURANCE CO. By : 79(A.4_0 ./ / Kathy Mason ts Pt. • 14 • Ci7 7. 7 'r • 230 s 3 10:':1 ti SPECIAL POWER OF ATTORNEY Know ,lli Jicn ] n 77i rte ] cn L.: That __1.IL Y! IL ............................. 1LLLLy YIOLCT ________ hays_ made, constituted and a -__�__ -'-- -- ____________ pPa:n:rd, and by y these r -�� -- ______ __________________________ _ VR,en ➢ mots do____ mcl e, mnst�t u(e and appoint G ClCE F, Il'Er _____ Ci L ___. free and lawful atton¢y____ for names_.- place and stead, cud /or CI fc 1 1 ,_ - _ __ -use end bent d_ / 1n_trmulac_puclal_dccd _eel rt,c ; _aod -_ In (vlTill vv the [r: ns end mnJlcin ns of [ha[ certain real estate conttac[ br- _.- f 7. CIa Et N_ Yally l'lolec E, _.____ E4 E. vnnJaY ... ............ e_G rata____________________ ______, c.mh as [ 1 G 1n , st and sod biln H. Uc- ho ls /� _ _____re______ @q lyre sPP,7 rat a ect ie sell sr, 404_vatL1cy riAt4 _CCvP. Ccnccr ms Id _ohm Cor nrncion vr<lu srr d rch 7 972 unJCr $;Yka n,• Couat -- �-- 1 __- _r_recorJ Ila 5, . .. - ___ o- _ ex<ISC tas ho. 66927. — _FICA TIRE ------------------------------- 31 - -1- - 9PH -- ----------------------------------------------- Cis lug and Cr.n.ling unto --------- [heir cu:'mq:f to do and perform all and el cry ac( and done in and eta.Ylhc premises, as fully to all Lit could do if persova:y prtsentJ-j! U li ;: ICIIOLSa hereby ratpym,g and m /vmin9 all t]' s!____tlltlr__ ______ __________________________shol7 lam / ally do _________said ot(orn 3i--- _______ -full power and thing whatsoever requisite and neeeuary to be ents and purposes as___Usay_- _________might or E V- IKE_ ii. lu Lip ,1--_9197 =L_E__d&•_ ____ __said attorney_. CA10E_[.YL\'Q3\'E,q-------- or muse to be done by rule- of these presents 1u \\'ilnr \S'Lrrcof,.__Ft_--- - - hauc hereunto set___ _our _______ _____ hand s and scabs... the Y of u - - -_- ________________________A. D. Stynca Scaled and DJmvred sn Presence of 1Ti ln a 11. - K i cf o f - --------------- (SEALI Claire il. : . a ll r s /- / / ~�� } -- /•SEAL) Ylola[ E. pk e - ' -- - ._- - - - -• -- - -1 SEAL/ w : 173 71f1R75 a tT1 e e sst•.a -- II,. 173 i2 Z SPECIAL POV /ER OF ATTORNEY Knot An }Ian LJ There Prot-emu: Thct_ECAhw :I_ :iUaY' E44EI_E��{ „aa _______ _G ?ICE E. VhWR "ZR _ ___ ______________ _____________ _ . w hu-te__ made, constituted and eppa;nfrd, and by these prrcn' s do____ mate, constitute and appoint -- -- -- -- FILL\ 11. - --- +S ------------ ___.. true and I 1________________________________ _ ______________________________ 0 u( attorney___- Iqr_ ti - -- -and tn.- t11Cf[__ - - -- names-_ prate . and stead, and for___ 1 _._U-- - r. -__use and na -LL -ene d- Jsl ------ g_. l"3 1 I n :u L In ch U- .dtnl _zcfcastz.ud - - _ e caress and condlcfons of chat carte in _real escu Ga ron R.ir_e_ ba - - E El,lna II_- -allya ydolec E E� C: aceE Vandiver - - 11, Nlchola / \ h oe separa • Purchq s-r, -- -P= [ ' ^- cc,(apd Valley V {s 43_CoOvalts Dr'tidC._aD cat- i<lahn Co [o i /Jgcrd >;�� hZ c _ J97.2,_P9cp- Qcd -Y 1772 VO•J- r._S; Avd. Ftle.Ag 620 -1)--. I]. eras. ____ ___ _ ________ -------------------------------------- 43x t:n6- 927 ________ ____ - - - - -T2F ---------------- --- --- •--- --- ---- ----- -- - ---•- 1] Sao Ci, in_:u:J Grtr r. lifig unto_____._ t—L - - S--- • - - - -- sold attornr a;tdori :y to .10 arid -_ Y--- --- full power and Perform all and nary art and thing uhatsottcr requude and necessary to be done in and aiuyt the premises, as fully to all Intents and purposes ar __-- t7 cy ----- - - - - mr eoutd do if personally P flhl or u•EY__YSDl£[ E- _E[LAad_f:RA[E.E-- Y :J,RIVER._ -__, hcrehy rahry:n cad 7 •d roe. /firming all that --- Ghslr ---- said atfornt 4 j t --------- ------ _------------------------ L4alf lawfully do or cause to he done by virtue of these presents In _____________ Willie,. Whereof, __ ?c _-__ -- _ hereunto faa hand_5__ and ata(2__ the of _L - _ D. 197.2 _. Ste a Sued cod Dellcared in Presence of -;-15E.114 r , :.. �. .... •••1 . a�. Vlolee E. Ek - - - - - - ` -- " �" - -- - - - - (SEAN _____ _________________________ Dracc - E. Vail on z`u1". -� -v.. /SEALI > _ • I J ��= l i - v,�•�.� : 2�i �� i St,-r , Coaled and Dut::erect In Presence of st-3 tO�lhl SPECIAL POWER OF ATTORNEY 1< t us. All Men l.. TL, sc Prc•cui.t That C: Lt•s li. NICHOLS VIOLET E. 1) and CPtCE derv_ mode, con:fd and appointed. end by these presents do.__ make, constitute and appoint ELAINE H.:L:LLY brlr true and lawful attorney____ lor__t bfRard in cliGlt___ rmrr:es._. place and stead, and tor___ :.)tlr use and bcncJd__L u_: r11tLuz_pleL1.3l.Os:cd_rclsst>es. and__ in (ul(lllinr the tern. and conditions of tine certain real estate contract be- each as to twee. FIa Inc il. >: al h' Violn E. Ek, Crate E. Vandiver and Hil.mn H Nichols /s___ sellers, - 1 / +• Interrst an-1 a her stiar2 C_(5t..ted.... K1j_]gy_Y15At_GCDS.Llescco L.6eucer___ - ,n 1r.,hs_eacz,t. tAan..airzcLaicr. dated _:L.ecb_7._142Z_recncdcAl:as_5,_ 1Ri :,. suuLa— Spokane County And File No 620e1)C,_I ,..tsc13S.t1S 1;.._Q''ifl27 Cis ic_ anal Granting un'u rbr'1 scid atfornc-y full power and authority to do and perform ell and eery act and :lung whatsoever repu:sac and necessary to be done In and about the premises, as fatty lo all intents cnd purposes ca Nsr_y nugM or could do rf personc::y pre :cnt,FJJ: 'd._IiadliO3. and GRACE E VA:T1)Gfj hereby ratifying cnd confirming all that the1r said a(torney___L .ISE_1l-ii)LLY sLcll lawfully do or cause to be done by vogue of these presents In \Cheek Whereof, 4 C have hereunto sit our__ hands__ and seals`_. the Lath day of____hs:usr_ A. D. S to H. ntchols VsoLc E. ER _ • 173 ;.'r 12 79 FILED Ci Ni ;c:.EO a e;tlr rr - litiA +2 lr1.1121 a 11RE '= 31 3 55PN'73 -� $r,1•41: Clt'YiY. Y -•$NE C (SEAL) (SLAG) Croce E. Vandiver - - ISF.AL) a / O `i. ` rd C 1-1 0 ����� , rxj < Fr °` �Llf a r l4 V..�M� ;yLy3Yy � 1. • -d : s".san'S,- tf etr ••• • DICING AND GRANTING unto QU mod ottorney..1. fal pence and aulority w and pedant .11 and neey ao and &jog whasnsel r , . . ..c1 neconary to be dna In and about th. premise, fully to all ;mak '4C:a .ar If Pc•co.-r Natic.nal 'Ink I r.auranc e Company KNOW ALL MEN SY THESE. PRESENTS. T 0. _GUTHRIE and . •GreEE.TRUDE: .O... CUTE RIE ....hu s ban d..an d made. con.the:ed and appointed . and by done pre ken do. ..... mac. cannina...3 appoint .......... SIEVEN. R. GUTHRIE, -and RICII.A.RD che tr. trLe (.. them .cheir ..a chcir. md tooth. t I dotrow.i. an for. reamer. roI:ect and maim 'Loch sun, of money. debt.. does. ...Dunes. !cloth., ',Numb, ▪ tio....ndt, aed demand. wl.msnon. a, are now or shin heat. f:tr Income due. owing, payaul, or bans;:r. to RALPH. De. LUTSRIE ,and .CERTUIDE. 0_ . GUTHRIE 1 name S . or codmentac. foe dm enemy s". .. ca. by 61:60n Had, d.dre. Of °them... nal ta complemite and agree for Mc sante. and to malt, siz.n. m.1 see! 8....:•cr r.; ;:arcts. or c}001 .. , .. for tl-e same: kr tlitra.... ....and in r. t. nit: for. purchase. recent •nd lake Ian& tenements. hereditsmemi. and accept Me ninn and menemen .1 al ken. and .:I .nd •mur ;ices in dna.. and to Imo. let. damite. bargain, well. tarmac rtlean coney. moon.. ard fypothmate land., tenements and Inentaments. upon ma tarns anJ madam. they ISirk fi• to amigo And amide any note or mourn.; to teat coo num. ..... e. allay. p 0) GI park In pefolic nes. ALSO to b .. g . in a id agree for. bay, mll, montane. .fp. 1,1. asd nary nay and manna deal mat.; w;:h pcds warm ancl merchant! ie. chasm M aud mIn ;sonny 0 pomusmn or in niter. and m teen{ enotrgat on land, or afil.b...3 de 1,0wa01 • 1;m4 al benr.em mi.at nature .rcilbd nits., AND A* than d their • aid as . cheers__ teed. to teal. mecum. dame and aclesowledge such decd.. hams J am , mwer. of Lau,. c ... . nil, ;annum., awrecmen•L mort hypallecalis.6. 6,110mr;ca. charter panics, bill. of 1:o. LonS. netn. ,,c.. p0.. evidsna..1 dat. ,.I,.,., .n4 nonfiction el mangs;c. j and other dam ant maeb ctf.ce inarl.Tarts wraing, of rot...moan kind ...lute. n may be mummy ptopa in the premilem nd orpono WC.. might or .add do if remand'' pit ant: ralay;aa ...Arm::: all .PUC m;o1 Annecy S.. LARRY_ L - .GUTHRIE STEVEN R. GUTHRIE & .L.:11•61,11y 4, or mew to b. Man. Ly waue el the.. ptmenu. RICIIARD T. GUTHRIE IS WITNESS WHEREOF 6.31 Jet ...... _our . Rend S...and nal • June.. in Me year a our LanIon.dsonand °On hundred and . saveat se - seven. • fwaImi Dol■.crad i. 1. Prue.,. of Fom L16 r e'!-ZGIN.- - es*ttt , cae.--,s - terCir 770 G2—Ui -13 General Power of Attorney ',P5 Bus — o .41.. La dr : ...Si dtLe. f tut-) se —e 47 ;/ e& e f a gAL ) 0 5 trj t. r i:tLe i t—rha:.4 • •■> , , • A t t31 5aa - • . . ttA•+ Ad ■.• % Von ^ ^ kt m owawromwm.IS , . . SPQhAN COUNT COUR/ HOUSE Mr. Ralph H. Wilson, E. 8121 Boone Ave., Spokane, Wa. 99206 Dear Mr. Wilson: CES:a 4 ,, .„ sapj ainctiss, +'� iii; mss Ol" F COUNTY ENGINEER ROBERT 5. TURNER COUNTY ENGINEER Spoi saarm ,SVas inxor UJ'.: U1 February 21, 1978 Subject; Myron Estates No. 8 Plat No. 1054 Please be advised that the material as crushed in Dormaier's pit is suitable for uses where crushed surfacing top course is required. It is felt that on the Myron 8th Addition that base course (IP minus) will be required. A final decision on this will be made upon completion of eubgrade work. Yours very truly, Robert S. Turner PE County Engineer. By C. E. Sherry PE Liaison Engineer. Oar SPO'ANE COUNT? COUNt HOUSE Mr. Ralph H. Wilson, E. 8121 Boone Ave., Spokane, Wa. 99206 Dear Mr. Wilson: CES:a OI +I'I C.0 Ole COUNTY ENGINEER ROBERT S. TURNER COUNTY ENGINEER S ,M SflZNOTON 902111 February 15, 1978 Subject: Myron Estates No. 8 Plat No. 1054 Yours very truly, Robert S. Turner PE County Engineer. By C. E. Sherry PE Liaison Engineer. Please be advised that material as sample crushed by Rutter Construction at the Dormaier pit is suitable for use for crushed surfacing on Myron 8 Addition. ASSIGNMENT For security purposes only, - 1) Got pac ETC. . hereby assigns to Spokane County, a municipal corporation, the follouin: Savings Certificate Number Branch: ,• . - This assignment•is made as security for the full and faithful perftirmance by C)GUELAPFR‘C 1.1)24±S , of the construction of certain Union Pacific Railroad crossing improvements as specified in the Spokane County Planning Commission Minutes for PE 1054-76 Myron Estates #8. dated Moo -.-nra 19 311, and on file in the Office of the County Engineer. Any interest benefits accruing under said savings certificate shall remain the • property of The,det_cO.EP_IS , 2 U.Stbde (0 . CC:. . . . " .- • - -Said savings certificate is to be released to -BOSixtE • or any other party only with the prior written consent and agreement of • • . • Spokane County. Dated this c A-- in the face amount of 4 15 1 000 and held in and by the ANOC PAWS . Bank of atA-rov...„ day of 19 By De,/a0 PER Laajc - 1 ") )sekrutc_ Once/e_ /171-0 For security purposes only, ASS IG Ht1ENT hereby assigns to Spokane County, a municipal corporation, the following: Savings Certificate Number in the face amount of4 ! S,) and held in and by the Bank of Branch: This assignment is made as security for the full and faithful performance by , of the construction of certain Union Pacific Railroad crossing improvements as specified in the Spokane County Planning Commission Minutes for PE 1054 -76 Myron Estates #8. dated_(\jnvervkat =Q B. 1c.)-LL and on file in the Office of the County Engineer. Any interest benefits accruing under said savings certificate shall remain the property of Said savings certificate is to be released.to - or any other party only with the prior written consent and agreement of Spokane County. - Dated this $ day of By 19 Dear Sir: Subdivison Name Osf AyrV £- % = 4 B One of the requirements set forth by the Spokane County Planning Commission in connection with the above titled plat involves the filing with this office of a Street Improvement Bond. A preliminary inspection of the plat has been made by this office and the amount of the Street Improvement Bond found to be as follows: Grading Surfacing Drainage Other �n �m? Af 7.5 247Cf AMOUNT Of STREET IMPROVEMENT BOND A Street Improvement Bond in the above amount must be filed with this office prior to approval of the final plat. The bond will be released only upon satisfactory completion of the required street improvement. Please contact this office when work on the improvement is ready for inspection, or if you desire additional information or advice concerning the work. Yours very truly, Robert: S. Turner, P.E. Spokane County Engineer By ROADWAY IMPROVEMENT BOND KNOW ALL MEN BY THESE PRESENTS, that we, j , 0 Afrjk A„Ad of Spokane, Washington, as PRINCIPAL and COMMERCE MORTGAGE COMPANY a corporation organized and existing under the laws of the State of and authorized to transact ~et business in the State of Washington, as SURETY, are held and firmly bound unto the Board of County Commissioners of Spokane County, Washington, as OBLIGEE, in. the INS sum of . I T I I r 0 v t O„/ 1 h o v c e.nr r� 2 4_ I- A �, a-d f a. tics g u 0 0 ) DOLLARS, lawful money the United States of America, for the payment of which, well and truly to be made, the PRINCIPAL and SURETY bind themselves, their heirs, executors, adminis- trators, successors and assigns, jointly and severally, firmly by these presents. SIGNED, SEALED AND DATED this lo day of . fit, c, uS , 19 7 WHEREAS, the said PRINCIPAL is the developer of a tract of land in Spokane Count known as County Mien ty a' s 1-4,_ .. and being located in Section , Township 2-if North, Range t j'/ E.W.M., in Spokane County, Washington and said County has required that a bond be furnished in an amount sufficient to pay the construction costs of installing to the approved grades, curbs, sidewalks, and /or paving of roadways adjacent to said development and such other work as is incidental and necessary thereto all in accordance with County Road Department Specifications and to the satisfaction of the County Engineer; such improvements to be completed in two years or less time unless said time period be extended at the option of the County Engineer. Upon failure of the PRINCIPAL to comply with the requirements stated herein within the time authorized, the OBLIGEE shall look to the SURETY for satisfaction to the extent of this BOND. The obligation of this BOND shall be kept in full force and effect until, in the opinion of the OBLIGEE, the requirements herein stated have been satisfied in which event written release will be given by the OBLIGEE, the OBLIGEE having sole right to grant such release and the SURETY hereby waives all rights to release from the obligation except as herein stated. VA- / � L; 4 C 0 A / -- ./ Cre:71 s/ Principal COMMERCE MORTGAGE COMPANY Sure w GIN CHOCK WOULD e. TO HAVE YOU PREPARE ESTIMATE OF COST QF DRAINAGE FOR MYRON EIGHTH ADDN. AUDREY 2- 6, g p CJ PROJECT ITEM 4) Concrete 5) Concrete 6) 7) 8) 9) 14) 15) Sewer Pipe - 10" Dia CL z& 0 CT DRAINAGE gutter inlet NO. COST ESTIMATE, 2 UNIT COST '/IS C95o DATE 1) Precast Drywell- Standard 2) Precast Drywell- Extra Depth 5 S �3. 3) Special ' � Bzckfill for Drywell 90 1d3 S2/ 310 E___)sigsvck ,c);- ?A" 3 3G`' a?c''.$Ie° /4 - Lu r e 11-,s QC I-X. c &Jo$� J X o -cj W rote_ e Sub Total Contingencies TOTAL ' /z7 /77 COST 1 IZ _ Uoo 3Z So 3Z - 45 °° a _-j - (21) 3-too 3 ISM E= 41- 46 I 7 Inter - office Communication frr -E 7 V la 4rgni. S Subject M 4 ern—, Form 327 —C R OFFICE OF COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON FtAm -.) s � SPA L � 4c. cL C Data 9 19 Phone (509) 244 -3475 Rutter Construction SAND and GRAVEL PORTABLE CRUSHER Rt. 4, Box 257 Spokane, Wo. 99204 J /(7 ( flea7( e 42-/ Sczr7ce cAiote-‘ IMPORTANT MESSAGE FOR (PUN N I I e■ /� DATF ID - Q�i TIMF C-43 WHILE YOU WERE OUT M Dh `(An OF nn PHONE NO. `ta (015(121 TELEPHONED cam" PLEASE CALL CALLED TO SEE YOU WILL CALL AGAIN WANTS TO SEE YOU RUSH ��- �fJ�QJ�✓L II RETURNED YOUR CALL II P.M. MESSAGE- Xi ' ` VY vn { 11\- � Ail 8 6*k r/ .a-.sc >--) A 1 2 , IDCPJ m 17}a T r - ✓ Te G si j /4•-) "l ti a6 c r? SIGNE 6-`4 -4). a� "i%r Cam ion,, Li 3002-P arm- "'UN/ `�' o < 5 NLK! 1/ 52,1plaG U pert P4 -SS' wor/`% PI tccc CY Sc,we M "o 3, c` 4vS c.44/' T m4 CC Cot✓A 64 — ,0,J '- C /to 55 C 12-ere 12 So S Po Li) /2-E c_ 5E &A/D. 6N 'g COIJE 2 (N6 /2A- //Ac4 o Di; 6o t STS 777- 4-3X' /7 . J08 - 12 =DS(187003) TRIAL DIST /DECIMAL PLACES 3 io 4- TRICO COMPUTER CORPORATION GEOMETRIC SOLUTION PROGRAM MYRON ESTATES HO. 8 COORDINATE LISTING JUNE 13, 1977 POINT NORTH EAST 1 6977.687 4690.869 2 8082.998 - 4679.932 3 8089.364 5169.700 4 7932.584 5235.427 5 7934.534 5385.414 6 7668.607 5496.897 7 7619.496 5728.927 8 7841.659 .5902.096 9 7962.083 5796.749 10 8091.170 5833.512 11 8247.976 5986.294 12 8071.397 6061.096 13 8074.061 6266.079 IIV . 14 8252.852 6361.265 15 8302.848 6360.615 16 8308.047 6760.581 17 8278.049 6760.971 18 8101.469 6835.773 19 8104.134 7040.756 20 8282.598 7110.942 21 8312.596 7110.553 22 8397.476 7314.743 23 8398.036 7344.738 14 7924.359 7353.583 25 7919.997 - 7119.973 26 7730.030 7123.521 27 7864.389 6989.179 28 7698.018 6822.786 29 7931.379 6589.456 30 7636.456 6737.512 31 - 7523.746 6512.995 32 7237.760 6656.563 33 7404.705 6383.563 34 7258.624 6294.231 35 8043.993 5009.944 36 7173.479 6238.115 37 6995.539 6111.993 38 7812.268 6894.621 39 7867.397 6839.499 40 7783.604 6755.694 41 7902.104 6754.154 42 7896.671 6336.189 43 7613.395 6339.872 44 7769.574 6103.510 45 7612.272 5999.570 46 7780.276 5745.312 47 7494.292 5850.599 48 7406.798 5612.943 49 7829.089 5457.475 50 7398.269 5327.496 51 7446.768 5166.743 52 7159.555 5080.090 53 7458.594 5104.091 54 7489.757 4715.803 55 8083.388 4709.929 56 6978.064 4720.867 57 7542.506 5195.627 58 7600.274 5004.152 59 7662.779 5194.134 60 7306.312 5124.367' 61 7248.543 5315.842 62 7194.385 5123.315 64 7120.076 6163.492 65 7159.398 6108.014 66 6971.753 5975.013 67 7201:337 5988.841 68 7209.913 5846.449 69 6627.289 5811.358 70 7199.240 5694.936 71 6995.073 6074.891 72 7190.827 6213.639 73 7274.275 6268.638 74 7420.356 6357.969 75 7550.557 6499.535 76 7663.267 6724.052 77 7719.233 6801.574 78 7885.604 6967.968 79 7949.991 7119.413 80 7954.353 7353.023 81 7440.362 4746.294 82 7440.560 4766.293 83 7460.496 4767.893 84 7433.674 5102.091 85 7432.719 5111.814 86 7412.853 5109.507 87 7407.076 5128.655 88 7313.533 5100.433 89 7258.408 5091.059 90 7226.618 5091.913 91 7235.626 5141.320 92 7191.419 5168.217 93 7299.091 5148.301 94 7396.465 5177.680 95 7390.689 5196.827 96 7409.836 5202.604 97 7374.335 5320.275 98 7383.337 5621.580 99 7470.831 5859.236 100 7598.490 6020.428 101 7755.792 6124.368 102 7871.673 6336:514 103 104 105 106 107 108 109 110 111 112 113 114 115 116 • 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 7877.106 7849.721 7829.949 7815.808 7801.665 7740.447 7690.078 7577.368 7436.007 7289. 927 7208.175 7174.137 7185.703 7169:386 7179.795 7226.292 7234.868 7230.180 7180.865 7184.958 7176.382 • 7139.002 7128.593 7112.276 7100.711 6994.607 8003.785 8003.411 7983.415 7979.986 7906.818 7865.300 7879.443 7865.302 7885.074 7927. 102 7921.669 7783.356 7626.054 7517.752 7430.258 7422.203 7457.705 7476.852 6754.479 6821.820 6841.590 6827.447 6841.588 6780.362 6710.592 6486.076 6332.375 6243.044 6189.164 6165.039 6148.722 6137.156 6122.471 5990.344 5847.952 5727.612 5736.013 5844.946 5987.338 6093.558 6108.243 6096.678 6112.995 6037.789 7322.095 7302.098 7302.471 7118.853' 6946.756 6905.232 6891.091 6876.947 6857.178 6753.829 6335.864 6082.652 5978.712 5841.962 5604.306 5334.717 5217.046 5222.823 rFtI :1'� 147 148 149 150 151 152 153 154 155 156 157 158 . 159 160 170 171 172 173 175 177 •178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 196 198 199 200 201 202 203 204 7482.629 7535.285 7631.947 7620.792 7549.727 7494.250 7500. 026 7480.289 7483.514 7510.985 7530.921 7530.723 8083.778 6978.441 7243.428 7443.772 7160.104 7154.333 7380.374 7416.158 7450.707 7492.507 7554.531 7636.034 7719.466 7861.847 7872.323 7873.623 7874.922 7876.755 7702.317 7629.381 7520.557 7342.164 7252:888 7235.022 7264.268 7172.228 7156.508 7185.825 7181.793 7241.044 6993.835 6992.702 5203.675 5219.562 5226.911 5177.945 5171.693 5154.955 5135.808 5132.578 5106.091 4763.798 4765.398 4745.399 4739.927 4750.864 4748.242 4976.271 5094.163 5143.828 5300.256 5710.730 5804.573 5906.321 5985.675 6045.236 6100.365 6269.228 6386.510 6486.502 6586.493 6727.481 6732.392 6589.685 6402.741 6274.988 6219.615 5777.416 5669.025 5658.945 5709.040 5798.679 5897.501 5678.279 5976.343 5886.112 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 221 222 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 243 249 250 251 252 6991.634 6990.504 6986.744 6986.178 6984.470 6980.827 7065.823 7245.308 7264.950 7121.168 7232.176 7179.373 7354.970 7333.404 7352.877 7345.577 7436.611 7545.072 7561.758 7628.504 7665.924 7676.756 7701.515 7734.334 7735.283 7735.634 7736.934 7754.932 7771.296 8119.524 7966.816 7925.811 7924.654 7917.814 7698.988 7493.249 7584.098 7404.407 7564.498 7705.525 7678.306 7493.973 7733.795 7923.785 5801.119 5711.126 5411.813 5366.817 5230.827 4940.850 4940.009 4938.233 4941.998 5365.121 5548.638 5350.555 5428.557 5847.758 5984.445 6058.907 6111.231 6182.898 6193.924 6238.027 6291.163' 6306.544 6341.700 6388.304 6461.298 6488.295 6588.287 6588.053 6692.849 7319.933 7043.320 6774.986 6565.548 6291.107 6026.904 5775.406 6499.481 5441.037 5226.289 5180.070 5151.897 4975.774 4743.390 4741.510 253 254 255 256 257 258 259 262 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299 300 301 302 303, 304 305 306 307 308 309 310 311 312 313 314 8087.865 7926.061 7736.071 7743.960 8305.447 8114.387 7802:799 7615.824 7175.715 6978.315 7446.185 7446.383 7466:319 7438.658 7436.872 7417.064 7411.287 7312.088 7233.214 7231.820 7219.342 7227.978 7244.774 7244.303 7300.535 7402.696 7396.920 7416.067 7379.121 7388.029 7475.523 7601.246 7758.548 7876.673 7882.106 7853.256 7826.413 7812.271 7798.128 7733.376 7681.141 7568.431 7430.790 7284.710 5054.400 4971.499 4973.379 4973.301 6560.598 7044.788 6164.244 5359.700 6119.580 4740.865 4736.235 4756.235 4757.835 5102.491 5118.762 5116.000 5135.148 5105.219 5096.377 5076.426 5092.055 5145.029 5155.887 5135.892 5143.515 5174.337 5193.484 5199.261 5321.719 5619.853 5857.509 6016.257 6120.196 6336.449 6754.414 6825.356 6852.196 6838.053 6852.194 6787.433 6715.079 6490.562 6340.907 6251.575 315 7202.392 6197.322 316 7164.276 6170.306 317 7175.841 6153.989 318 7159.524 6142.423 319 7221.301 5990.043 320 7229.877 5847.651 321 7226.132 5735.094 322 7245.972 5732.567 323 7230.395 5720.024 324 7177.725 5728.657 325 7166.967 5745.517 , .II 326 7186.820 5743.095 .L 327 7189.949 5845.246 328 7181.373 5987.638 329 7143.081 6096.449 330 7126.890 6119.293 ` 331 7110.573 6107.728 332 7099.008 6124.044 333 6994.763 6050.157 334 6995.384 6099.626 335 7179.261 6229.956 336 7263.841 6285.700 3 7409.922 6375.032 338 7532:683 6508.508 rr f"' 339 7645.393 6733.025 340 7705.090 6815.715 341 7871.461 6982.109 342 7929.995 7119.787 343 7934.357 7353.396 344 8397.663 7324.742 345 7993.973 7332.279 346 7993.600 7312.283 347 7973.603 7312.656 348 7969.988 7119.040 349 . 7899.747 6953.826 350 7854.693 6908.767 hllt 351 7868.836 6894.625 352 7854.695 6880.482 353 7881.539 6853.642 354 7922.102 6753.894 355 7916.669 6335.929 356 7780.600 6086.823 357 7623.298 5982.884 358 7513.060 5843.689 359 360 361 362 363 364 365 366 367 368 369 370 371 372 373 374 375 376 377 378 379 380 381 7425.566 7417.417 7454.362 7473.510 7479.287 7536.729 7625.162 7627.425 7639.209 7628.271 7611:017 7612.360 7548.283 7488.580 7494.357 7474.662 7478.530 7506.769 7526.704 7526.507 8083.648 8083.128 6977.813 END-OF- CALCULATIONS 5606.033 5333.273 5210.815 5216.592 5197.444 5214.775 5222.739 5242.611 5226.452 5173.905 5163.791 5183.746 5176.480 5158.467 5139.320 5135.835 5105.691 4753.840 4755.440 4735.441 4729.928 4689.931 4700.868 V :. 4 , 3' 40 3 7 +44 .0 2495 •J / / / 4411 AVE , 0 4 41 • 7 -- 8 1 o• si /,r• + 3 • .w B sea'+ Ih • 1' � k • - 4 N N h k\ , c} H p L _ N I F T / v ROAD N o _ /453 - 60 . d__ - - -- _ ._ '41'/6,-* , - 1 - ' - - 5. 8,, •5 2' W ‘7 4 // 7 / e � j � ' � o59 tt / 9O 9 (F -s" ej '- r ' I ! 1 rar•ro /qp 311C• Col 3. 3" / • • • e • • 85° 4.41- • ,/ 3 No 'Jr P S °57 E - / /3p.o' , /40' '?5 /75 5 . . 4 � 6 Ao 8 • /o 1/ 0 - 8 t • -- c 7 .22714' ' N°, .300 • N3 /.7 • ) ••r -r m , b ":. 'er . 5 la � • 1. 4 9 • f ss9'49 6 I 3 z A,; +'.+,„..48 * A tenor �o z i l or' / 6_ 1.£__4_.'_ .2_.1_ N a � v••••vlaa o 31ST. as W X , . 1 0 9' I,,N28 32 ND -_ •- — �. P. I'2 +Z4 SEC. GOR 32 y '33 o I BLK • c� oM1 sti '- %.49 BLK6 2 R � 6 15 4 14 s ;'f: • ri /`• OF j ;/ • .- 1-4 89 ° 03 9 74c).7 353 f0' ;1 OrF1J At. PLAT (eV „e, • 1 1 N 11 76 .: Q 1 • J Q 3 r n• e9' 40' /B "E - 5/3.0 8 2 r 4 32. =� 12 4601]1.1.1.131 N o 014 Y 1, : • • ,3 14 ? 31 1 9 . , ( 3� r1.41 4 I ' .1 • 0 — - N -8 11 AL L'r'1• ROAD I93 -GO' ,9 r „vptoo v • 3 R •dL 6t a 7 J • 'B ' F' 2 ' 0 36 pv ., a5 4 3 2 id''^ �5 L [.�: U f X41 2 , I 4 5 6 , ' 4 37TH E a 2147'1.a1t f 5 8 1 4 I 1 e 5 u OAO 104-G.0 LOT 8 0 HEI RGOOo SEC33.T R44E.WM. 1..1,.1.x1.. 7214.3 . 1 9.1.5...44, • 3 4i } ;� •� j to Do C CALF 1 I ^ =4c,OTF. / 2 - i '2 Q 3 0 S t' 37rH 4vC 3 AVE. u 4520 (old' 44 th //?'A‹ L g t/1 N I 3 1. 1 .I 1 1 1 1 1 44 4_ 1 D: MI 1 ! 0 BR 14-519 11 " 1 ' tOu .N II '710 OFFICIAL PLAT tz, La 1 71, -o-7821:04:,_ if rr• o 1.2 • 2 Lau I, j ai 3 9 yvzz 714 01 • LOT 7 EtAbiotters AECEI 2 31 1 c3; PI CI AL PLAT. • etai • • • 9 10 • oDYN. 12. 4e,Xr3 • ___ N• d9 °53 'BO '°F. I k1 90 ' - - - - -- �0 — — — 90 ' - - - - - 90 9 0 4 pQ 80 91.49 ^ 3003 1 213 1.°' BLOCK ,c �,c , y .�scr,.a t bn D �'° r� m /Ui — — — —1 0 0 = iii 1 ? 1 � ° 2 °'M 3 4 n 5 vo 6 `° 7 � a 8 =—" tai 1 • - �% 0' Av v ® 0 a �' Q 70.0 ®' 90' 90 '^ 90 90 8d 80 G5• S3• , h tn -- - • 4 in N• d1 S)' 30 " $•. 4 4 f t - i • 1 r o9.gz' i - i 95 95 95 95 90' ?i• N' r, 1 3 v e''' ea • I I 01 a► T = I I id 7 g1 o -° "_' , _ M ^ , ; _ 8 01 m • 12 I e 0 N 4 P H I kl 130' 0 ' N. 89.53' 3o 'E I I J1 .5"d l r ,Fax�n� st N v0 206 = � _p 62• 1 ; Al 130 I o .----- IV 8 96 58 •3o.'E. ( 1 �' l ( o J' c 5 •° . 1 - 30 a> iD co I 7 9 • • Q • i O 1 30 a a; • N. 89°53 "6". a I °d v (J) 3o s 0 3 3 i I ''' i 7 co 4 mh 1 _ _ 130 ' I N 89.63'31o"E I -I ,4.91' b I I , 1 S.84w`' y , 00 3 .0 IA P' 6 m 1 I , 130 I 18 O 4 8 9 ° S3 . 3o•E 1 p ■ I 1®` 0- ° 1 • 1 130 1 I - ` Bp•.53 59 v I Q a+ `o ir= a�3 e) 3o so ,1gOR,131. .i Q' "' 1 1?4 .8o040.30-644, n4 1 ((1/VPLATTED) 16 v 15 as . 2.06 44"10443" N * 3o° T n pfril `\ \ l 1 \ r o e / / ` . • 0 q / L e • h O° O • V Q�C. . :a t � ° v 6 c P` v - CO � ';, ,- * try 0 0 ° a O h O 0 ° . / / ' <jr ke (:;) o N ° 4, % <8 , 'V' <0 0 r \% y • , 2• b` 0 (c. ,4) \;', ` : .• h 0o . / / ZI ° o >\ 5° h 0 0 c ,ok O � • h O u' • .,' 0 ^ ate`. �• h hti i/ ^ e CD �° ° o'1;, 0<r) , N 0.3 of 7 �4- / A`Z" , - .� ® ` °° 0 • . / y .÷ . :• o � °°0O • v • / h ;4,0$ . ° qr , Q ® � � h h O c) ° a `, ®• ®�° ® "� ) 0 ° ^ti ...N. <7.`) • try ° �• ° ®� t+ tl ' n o1. � • ,\ O O „�)) {-) • . • I . v Ix . � <0 2 0 z a 6 -s�:s co T e • 1't .37>0 9p ; S ° �S, • SO ' Lb 8 ° 6 ?>' 5 � .T a s° � Ti ~ 6'SO + tiT • G p t . S • • s ,0 � O I, A -3 r. .50 • 'co s�' y' S 2 Iy Sp •G� , 3� �� O sr,,� �• 12'45.0 5 0.6.* T S -So Gb , ° O �> ov, y s o 0 o, .9, °• o o , s !° c b • ._. • so s _ �b1 ev' OO C , , • *v io 0 6S � S ° y ° i 0o c AL i 2�� G ° .S0 • 00, d -0, , � • S • 00 O S` p0,i� . 'S S • ,, • r 9,, • 0 �1 ° S -S O 0 _.5' � 000, 40 . • 0 p , • O 7.5, s•17 ,� � • s • i T9 •, s • 3 ? oj S ° O , i 3 c'3 °IS' �p c t • 2co6° i�SJi`'.5.•„„,Gs 'S -Ej, • • IV i Sp Ti . 0 t • S% •0 P ° /*V?. • s0•" • to W 43 : at ir TES 0,. ,0 49. 6rs•"'e+ Qr• - — • +lid' "" f' nf Zia• \ ..::: 130 \ so. t e s 0 tyi ` 0 - -J 11) 79.4r:• 4.6°17' "‘r. - 130 - -100' - = - 130 -- ' 130' t0 O 130' 130' s.e• 1'4.30• e. N /62.49 N. P• S'Y'i•C'M✓ W a , Nlt,s, v f: t,-)j.7.9.47egii9s_ttt. ate it el . e4 to w 0 o 0. co 0 is �• tti .3. •g.¢•,« 4 130' 130' 9 30' 130' 0 .'3.0• "allb ^ a. 1 I ROAD x 2/92 2/87 x ./ �.y, 4 $7.$ X � Vii, - • /l, G�.0 S.4C x 2/68 • A-6 AL- _*st ",r;2 '4i4'- - .24.. s,« „ , Arwo ; Via @P ,(4 k'd hfe This plat was prepared under _my supervision :on October 9, 1976. li.441a.04 J L. Corey R. .S. es. No. I2896 LKER SEATTL SSOCIATES, 1 S P ,.K AM r C% r'1 1 ,. A k I r- .. ,.� 1. 1 & I %.i a 7 ` .+...•:. : 1111 L final plat MYRON EIGHTH 7 DEDICATION LET IT BE KNOWN BY THESE PRESENTS that Ec°nine H. Matey Viote.t E. EF, Gzace E. Valdivez, and Witma H. Niche e,s ,; Rae.phl D. Gu th.zie and Ger tzude C. Guth ti c , Vaeeey Vi.r -ta Ccnvaeescen.t Center, 'in Idaho cozpozatiohl and Ccmmezcc 11c Ltcage Company, a corporation ozganized u,1dc -z and by virtue c' the State r• Washington have platted into cots, Hocks, ahiil st.zeets the Band shown hiezeeth to be known as My4 n Estates No. 8, .said David I'(!in({ ui Section 4, T. 24 N., R. 44 E.W.r•'., Spokane. County, Washington, a pc'-&on o6 GeveAnnic t Let 8 c6 said section maze patti.cu akty described as 6oteows: BCC {1h'1Chi <{ at the N('tttht(l'est C('': tC (" said tii c t ion 4 bc, -, S C ' 01 " E 184.34 ;(ect to the ttuc point ('O bcginhii (' his •lesC`ti t{ctt. Thenc,' fasttt% al.•Hci the Southe-z,et! beuh(c(azt! C( MtoC'tI Estate t:tt'. 3 as pc", t :ttat z( cc` 1ci in 6('('k 1f, page 38 ( i1 the Spokane Count teC('z(ls to t'.e Southi(' Lt(! bcuh :dak' co'rne . ti Mt!`L('ht Estates No. 5 ' 38 ('^ SL)('lzane C('Lthiti Lecc'(d5• Thence c('ntinu- as pot peat .zeCCrdect {.h i)(.'C'1; 12, 1 ?(i (i' _� ,: - '( r V ' t` E at`tt'tr incr Eastc•zei( afchl <{ the SccLtricz,e(! b'Lt:tila�i! c� '�1uz('tl Estates � (' 5 to the se . . bcunda zy c 6 .said peat and the V ' z tit clua'rter erne c' ; said Section; 4. Thl i,s tine beta? the Easteziy bi'unda'w tin' c' r;(ve ; Lot 8, ,aesc ce:ttczfcnc c; a 60 6cot wide road kncwii as rates Roa. Thence G, Cl''04' 11" E 473.76 ee.t aeeng the said qua-zte.z e {n', thence S 88`55'49" (C 233.65 'icet t('' a point ('6 CU-`tt'atLLze e� a C(L`LJC concave �, t . r 4355'35" ! a , d a r ; 190.00 t. T ' , ' So(L.thlca.steze(! having a de: .t ( "' h, zed -ius < "' ��L nence y 2 , f , ' ( � h 45 (. 35.30 6cc ( t(' a point c•, c tzva,tuzc c , a ctLzvc concave Nc 'Lthltecstc`L.f i! Ravin;{ a dee.ta c6 18'20'20" and a 'zad(:Ls c'6 330.00 ;ect, thence S 63 ('' 251.22 6cet to a print ('6 ctervJt(LzC o.c a LL't'(' concave Sl'LLthteast(" let! having a data 31`'53'46" and a zadius c 320.00 ^'et, thence S 31 W 171.23 hest to a pcihlt ('6 CLLtt'atU c C' a cuAv(' concave ki re(( hav-Cna a data c'ti 3 and a 'radius c6 150.5.39 6ce.t. Tlhc 6'5 (V 218.10 6 cet to a point CH the Southezet( erne ca Cove'Lnm('nt Let 8 Secti6 i 4. Thence S 89 W 1421.24 6e('t aeong the S'utheteq b('undazr! t' C Lot 8 to a point on the (''e.stezeti section tine ('n Section 4. Thence N 00 1105.37 sect aecnf said section eihle .t(1 the t`t-(Le po- int C','j beginning (';c this description. t , Lot 1, Btock 3 and Lot 2, B.ec'eh 4 'being{ one 6 oc't wide are lhe.rebq dedicated to the county as gcne'taa county 1?•zope.zty urttit such time as the read it extended as a 6uee width tight-c 6 -way. L t n.itu ease , ;Cllr_`. (VT t' he 7('( "' ,h,'. t: _ to the setvinfl uti.t it(I companies as shown ('H peat. 4 2 2 45`17 Pkat-tcn s do hie ze bcr dedicate to 1- - to cc use 6c' -zeve z the s tzee is shown hleneohh. A pubt'.ic L.'at('z st(s.tcm shtaee be 0 and idi iduaf sezt'iccs shale be made avadabte brt the devefopcz to cad i'ot pzi('M to sate. Sce Dedication Continuation For drainage Requirement. No mc'`Le than inc tl'.'('t f'(1;;{ st'ittctc(Te shhaee be paced ('ht akin e(' UC'z skate ahtu loot be suubd.{t'(dhd tic '< tic(' , L1Zp('Se5 t Ci:',1.tLnti add{ t{('hlaf eels C' ( b(L{.ed big s{.tes Lw.(thC'(Lt n 1.'.(tli{ a - -prat. IN WITNESS, THE UNDE1'SI(; dau c h � FATE of u • \'ill \•(, ( ounr of __ King < SS COMME CE MORTGAGE On this (la■ her onall\ alp {r`are`r hclor(• me 1 , ; r , ,t 111:111 r nn 1'0101111d ED CFFIC( RS (' (, said Cc' z .set their scat this . 1977. I 11 y \(, ; a � ( - - VALLEY )VISTA CONVALESCENT INC - 7. C 4ilma H. Nichols acknowlccic•(( to MC that _ she the same as her the• purposcs th(rc to me nt one 1. , 197p, and r ohet kotozy 7 to rnc• known to he the tnit(tclual -I( \( rlI ({ trjanl «h(r (•X(( Well th( a rriun and tor( mine rn...trurn( tit .0 n' ,err rytrl ri•r. 19th r. f • r' „r in (:,(,1 rr �r(, .,, ( {,, ! r, ';,11,!, , u Kirkland STATE OF WASHINGTON COUNTY OF SPOKANE tree att.! ((Ilunt.t :t •tt t and , {((.I for C C11 all August 77 • SAFECO 4 On thi-s 30 at day o6 R..* # M rv !__It446 1 ® respective) y, o tomeknown1 tobethe tc that executed the Rut cn an , i tzwnent a ac weedged said instzume.nt to be the (lice and votun.tazy act and deed o6'said co•zpczations 604 the pu.nposes and uses there -in mentioned and each 066 ic( states eht oath that ,hie is au.thcz,ized to execute sa.i.d instrument and the reae a61ixcd i:s the cczpc' .s'.ae c -said conponation. IN WITNESS WHEREOF, 1 have hereun-to set my hand and a66-ixed my o66iciae •se.ae the day and year 6i)L5t above wr be6oke me peuona.e,ey appeazed t.$. "A.'P'Ss an tea. tic State c6 Washingtchi ACKNOWLEDGEMENT STATE OF WASHINGTON ) COUNTY OF SPOKANE ) SS On '� th.iz " i day o6 4 to me' known to be. the kezpective.e y, c that executed the to thin and 6ongoting -(.0 LUmen,t and actznowtedged sa.td i;vti(.ument to be the 6nee and vo.2un.tazy act . and-deed o said corponati.ons 6o•z the puAposes and users thetLei.n mentioned and each c'66icen .i W ath that he. .o authon,ized to execute s aid in trument and the •-seat a66.ixed eco„pq• •' ,seat o6 said corponat�ion IN WITNESS WHEREOF, I guvltc� t my hand and c1,66ixed my o6 i i.at 'seat the day and yeaz. k:,z.s-t above uut-it e(rt. ,: • , � N ` ( .1' •r. J SURVEYOR CERTIFICATE I, JAMES CAREY, a neg•i s tezed P.n.o 6ess.i nee Land Suttee yon., hetteb y cent ti6 y that the map shown hereon was prepared by me sub•requent ao an actua.e sun.vey on the ground in e C�v 197r, and that the same con6onms ate Lespects to the pkovizion,s o6 the on.dx.na cep c Spokane County, now in e66eet, and that the .eft co•'lne and monuments have been pnopeAiy set. STATE OF WASHINGTON ) SS COUNTY OF SPOKANE ) Subscn,ibed and sworn to be6one me thi COUNTY ENGINEER Examined and approved this COUNTY COMMISSIONERS This peat was approved and accepted b the County Comms.ionetu o6 Spokane County, Washington, thc4 /f r ' day c' �; . , ` 4,f,: �:c;' , 197 . \ rk C ha.tlan, PLANNING COMMISSION Examined and app•'toved -th, ,.,� ' P'ann.{.ng DvLecton;' l rte ' COUNTY HEALTH Examined and approved this 2. COUNTY ASSESSOR Examined and approved .this 2 , 197f be ,6one me pettisonaeey appeared and z).C, I ( 1 �/ r C,,, v/1, I a 5 �, t and day 06 day o day o Notary Pub.e( 'n and bon the State 06 Waoh,ington County EngLneen COUNTY TREASURER I I t ik ,. '' CS '4"5 taJ T o6 Spokane County, that (Lee . taxes w tch have been levied and become changeable this map and de- scitibed in the dedication o6 thLs date, have and di schazgcd. Dated -thiJs 'f," 1 1 day o6 po hane C , 197 . okane C ounty Asse.rso•z. , . 1976. ' Spokavte Count] Comm•issionetto te-1 , 1971. . c, Spokane County Rearming Cor ssion Cha.ittman day 06 Sep' et , 1977 e . 'd4 e. ¢ 1 ,,- Heat Ot -ices Washington, do hereby cettt-gy against the and shown within been 6ut y paid, s , 194.7 near CONTINUED DEDICATION The owners of cli lots with drainage easements shall be held responsible for not obstructing the natural drainage flow across or adjacent to their property, and shall assume full responsibility for damage to their or any other property as a result of their obstructing, artificially collecting or discharging, the drainage fiow. The subdivider shall inform each purchaser of the responsibility imposed on each property owner for obstructing,artificially collecting or discharging, the drainage flow. By permitting the 10 foot wide drainage easement to be platted cis shown hereon, Spokane County does not accept the responsibility of maintaining the drainage course nor the responsibility for any damage whatsoever including but not limited to inverse condemnation to any properties due to the drainage flow. Easements for specific locations of drainage ways are to be provided prior to sale of Lots 14 and 15, Block 1, and Lots 17, 19, 27, and 28, Block 2. \o - loc) K \3 *-e ,51 UN PLATTED NW SEC. CORNER F D. I PIPE L e.=T �tn7c,i>` 4 - SW CORNER GOV. LOT 8 F D. I.5" PIPE w %4 CORNER FD. STONE W,/ 'X' ON " TOP E--ACCESS EASEMENT 201 tst- "1 NI n t . I C I 1 1 1 1 1 1 1 1 I , f 30,00 30.00 ( i i 1 t 1 1 tD Lij , `I 1-1 I o NO. 800096 O o dpi 2 7 <D O 1 ° �o I I / I 5' U7'tLITY ( !-� EASEMENT 1 tr 1` cr 1 > 6 OA _ 30' 3 0r�' .1 I g I b g 30.00 30.00 2 314.50 N 89 °25'59 "E 230.00 N 89 °25 "E 190.00 5' UTIL-IrY HASamam 190.00 N 89 °15'19 "E 489.81 N 89 °25'59 "E 230.00 - � 19°.a � 10' DRAINA4E - - - - - \ EAsa MRCN•; N.71°47'19° ET RAD. ■ , t 10' DRAINAGE E A3 g Mawr N 89 °16 "E V N 0 g' Ego ELI •1 tI • o' 5 \ \\ 1.--= 108. \ 'CD 166 ' 4. 14°8 19'1. _ ?, A. 72025,41" 1 -" 00 4e 3\ 60 3 ° 00'00" L. 274.45 R= 1 : 1 5� T L= 290. _` 4 =_ 4= 3 7 ° 00 1 0G" - - :74 _ 41' 19.4D \� c 00 4 ' \ \ 9 9) (Ti 3 152. N _ 583.68 1 .60 / 9' CD l 11-8: :;,86°33.12'54 3' w 12" 1.42.65 \\ f7 \ \ \\ \\ 1 04 0 30 � / _ �-�` 31 / ,� '' 10 I Cl / I \ \ N 89 °15'19 "E 418.00 - 50.00 -� - - 100, 00 - - r - - 100.00 - ,'- - - - 20 ' ° s, CD N 89 °15'19 "E 27 CO N 89 °15'19 "E 418.00 N O 21 3 22 g o cn i'' RAO co 26 e N 19 4 - E ° 1loa - \ `: 418.00 O`n cv�_ i6 -141.00 - - - i � 1 - �I r. g 23 ° o N 8,°' 31 :'E ti N 89 °15 "E . j 200.00 - j0 .<'� 100,00 I 100,00 �\ 73.00 \ 127.00 2 05 1 W ! 1- 35 T1.31 7 5 11 /, / o ,3A 2 , - -- o 0 24 O c '. M E `� _ --- --_- - -- - . �, , o z ' 10' D RAINAGE Nom\ z 1 6 ASEMENf <D i 1 N -" \ 1 X ,5g, % gl ,/ z 4 CURVE TRBLE m � � MARBLE COURT A a 2 - 212.66_ _ \ N '3--- 130 . 73 ___ N 85 41 "N 389.54 3.39 • O - "209. N - - 24' 41'4( 335.27 'n N I T r oet4 •14 1=. 4 •2 6:" r .,,:.‘ CT: ° ° r p �c 3 S'u *Iury i �r E '5 RAD. 25 ' 1 87 149.20 f 60 RAD. N.44 06 N.84°24'2$"=- -_--, 20.00. RAD. 115.31 /0 7 25' : 0 pC E / N.85 °46 01 E_ RAD. • 1 N 73012, 91'yr ) 91 N 721 91 , 91 - 1 02 .x _ N RAD, N - 74 °17 1_E N 86 °13'13 "w RAD BERNHILL COURT BASIS of BEARING N 89° 1" 19 "E 150.00 A va \ �G Go \fo V' r1 \ 6 7 182.74 136.00 \\ • p• , o 45 n r N . 9 6 i BLOCK 2 8 P O • 6� 103° I° LoR -1zotJ r to • 1 2 N tb' ORAINAGg EASEMEN N „p/O • 10 299.34 :7) WEST SECTION LINE of SECTION N 8 ° 02 , 58,14 23).1) T3 ,59 ZOO v 33 ot�4. 2` 2 3 5 % J� 5 3 r' N Q t\ � 1� \so Ic l • 90.00 T24,R44 MYRQN • • .1 C 10 ' EIGHT 4 N 89° 15' 0 0 E 2653.72 10' ORAINAGt3 �\ EASE MEN \ \ yam• rY i 14 13 \r_b1 _L 13 � 1421.24 32 nth COUNT 142.65 _ `l� • 4). i \ 'O N 8 12" N 142.65 S' UTIL_rry I 6?A3�atMENj� j 31 .�I 90.24 61.45 SHEET 2 of 2 i ti ov�Q• 2 / � A ' 74.82 N 8 424'04'" , \ ' es N0 RADIUS DELTA ARC LOT TAN NC RADIUS DELTA ARC LGT TAN N0 RADIUS OELTR ARC LGT TAN NO RADIUS DELTA ARC LGT 1AN NO RADIUS DELTA ARC LGT TAN 1 1 1505.39 3°52'55" 101.99 51.02 13 1475.39 3 0 52 1 55" 99.96 50.00 25 45.00 67 °29 53.01 30.07 37 1445.39 1 0 44'15" 43.83 21.92 49 143.51 8 °28'12" 21.22 10.63 2 320.00 31°53'46" 178.14 91.44 14 230.00 31 °52'55" 127.98 65.70 26 45.00 59 0 06 1 00" 46.42 25.51 38 1445.39 2 0 08'40" 54.10 27.05 50 308.30 8 0 2 1'22" 44.96 22.52 3 330.00 18 °20'20" 105.62 53.27 15 118.51 45 °44'55" 94.63 50.00 27 45.00 70 °11'41" 55.13 31.62 39 255.00 31°52'55" 141.89 72.84 51 279.75 36 °20'00" 177.40 91.80 4 190.00 43 °55'35" 145.67 76.62 16 300.00 12 °12'00" 63.88 32.06 28 175.00 21 ° 01'18" 64.21 32.47 40 608.68 6 0 38'36" 70.58 35.33 52 225.00 7 0 38'22" 30.00 15.02 5 225.00 24 97.71 49.64 17 200.00 35 122.17 63.06 29 20.00 90 0 00'00" 31.42 20.00 41 608.68 4 °42'42" 50.05 25.04 53 225.00 17 0 14 1 29" 67.71 34.11 6 143.51 45 0 44 1 55" 114.59 60.55 18 200.00 32 °30'00" 113.45 58.29 30 329.75 9 °00'57" 51.89 26.00 42 45.00 68 0 17 1 18" 53.63 30.52 54. 45.00 51 °36'16" 40,53 21.76 7 250.00 43 °55'35" 191.66 100.82 19 20.00 95 0 09'20" 33.22 21.89 31 329.75 9 0 44 1 54" 56.10 28.12 43 45.00 71 0 22'34" 56.06 32.32 55 45.00 89 °05'57" 69.98 44.30 8 558.68 11 °11'50" 109.18 54.77 20 275.00 2°02'09" 9.77 4.89 32 258.30 13 0 42'22" 61.79 31.04 44 45.00 47 0 38 1 01" 37.41 19.86 56 175.00 , 23 °31'18" 71.84 36.43 9 608.68 11 °21'18" 120.63 60.51 21 20.00 100 °09'51" 34.96 23.90 33 258.30 15 °07'39" 68.20 34.30 45 558.68 6 °27'00'' 62.90 31.48 57 20.00 82 °30'19" 28.80 17.54 10 1445.39 3 °52'55" 97.93 48.98 22 225.00 14 0 16 1 32" 56.06 28.18 34 93.51 45 °44'55" 74.66 39.45 46 558.68 4 0 44 1 50" 46.29 23.16 58 325.00 4 0 42'19" 26.69 13.35 11 270.00 18°2020" 86.42 43.58 23 225.00 8 31.83 15.94 35 270.00 13°01'55" 61.41 30.84 47 205.00 31°52 114.07 58,55 59 20.00 80' °50'40" 29.62 18.28 12 308.00 18 °20'20" 96.02 48.43 24 45.00 95°22'14" 74.90 49.43 36 270.00 5 0 18'25" 25.01 12.51 48 250.00 17 °38 76.98 38.80 60 225 00 22 ° 22'51" 87.89 44 51 11 i 1r 89 °15'19 "E 205.00 BLOCK 1 Co 0 A */ :r 1 ' 16 CORNER 2689.52' 18 co \\ ?: , 0 \\ ‘'C'').&$71: c;r :o. PR:Iric,Ei 1: UNPLATT 200.00 13 ,N \ :/ .\ : 7‘.\":;\C5 • ■ 30.00 LCD • • 4 . d. NORTH SCALE 1' 30' ACCESS EASEMENT 16 N 88°55 N 88 233.65 ACCESS EASEMENT INSTALL FLARED ACCESS CULVERTS PRIOR TO ACCEPTANCE AND ESTABLISHMENT OF ROAD9 IN MYRON 8 2654 .84' co cd CDI 30 CV CNi Ch SE CORNER 0 GOV. LOT 8 SET 1.5" PIPE CORNER FD. AXEL '�4�IW�,.I�ui161dJWIdJJII�iT�I IiY,BIWIII�,Wo�'i+ka�lW�Y k r ��ehwwWa� lJ q` &J tj; TRAVERSE CALCULATION AHD ANALYSIS MYRON ESTATES N0. 8 - DESIGN SERVICES - JUNE 1 TRACT BOUNDARY COURSE BEARING START- 1 2 N 0- 34 -01W 3 N89- 15 -19E` 4 $22- 44 -41E• 5 N89-15-19E. 6 S22- 44 -41E• 7 S78- 02 -58E 8 H37-56-07E- 9 N41- 10 -46W• 10 N15- 53 -48E• 11 N44- 15 -19E• 12 S22- 57 -30E- 13 N89- 15 -19E • 14 N28-01-49E' 15 N 0 -44 -4163 • 16 N$9- 15 -19E BLOCK NO. DISTANCE 7 1105.36 489.81• 170.00• 150.00. 288.35' 237.17• 281.68- 160.00. 134.22• 218.93• 191.77. 205.00• 202.55• 50.00° 400.00 17 8 0- 44 -41E 30.00' 18 $22- 57 -30E' 191.77• 19 N89- 15 -19E• 205.004 20 N21- 28 -08E . 191.77• 21 N 0 -44 -410, 30.00• 22 N67- 25 -40E . 221.13 23 N88- 55 -49E. 30.00. 24 S 1- 04 -11E- 473.76. 25 SOB-55-49V. 233.65• 26 S 1- 04 -11E 190.00 CURVE DELTA =" 43 -55 -35 - R = 27 N44 -59 -4661 190.00 28 845- 00 -14W• 235.30. 29 N44 -59 -4614 330.00 CURVE DELTA = 18 -2 ©- 213. -' R = 30 826- 39 -26E 330.00 31 S63- 20 -34 • 251.22. 32 $26- 39 -26E 320.00 CURVE DELTA = 31- 53 -46 = 33 N58- 33 -12W ' 320.00 34 831- 26 -481. 171.23• 35 N58- 33 -12W 1505.39 1 CURVE DELTA = 3- 52 -55'- R = 36 854- 40 -17E ' 1505.39 37 635- 19 -43W , 218,10. 1 689-16-49W- 1421 .24 CLOSURE N31- 07 -37E 0.003 AREA = 2140622.6 SO. FT. COURSE BEARING DISTANCE START- 23 80 S 1- 04 -11E'. 443.76 79 688- 55 -49W 233.65 26 S 1- 04 -11E 220.00 CURVE DELTA = 43- 55 -35. R = 78 N44 -59 -460 '220.00 38 S45 00 -14U.. 103.72 39 N44 -59- 4661 77.96• 40 S45- 00 -14J 118.51 RVE DELTA = 45-44-55 R = 41 N 0- 44 -41V 118.51 42 S89 -15 -1961• 418.00' 43 8 0- 44 -41E 283.30 1!-CURVE' DELTA , = 55-48-00 = 44 N56 -32 -4161' 283.30 45 S33 -27 -1914 188.54. 46 N56 -32 -4164 304.75 CURVE DELTA = 36 -20 -00 - R = 47 620- 12 -41E 304.75 48 S69 -47 -1961 • 253.25 • 49 H20-12 -410 450.00 CURVE DELTA = 37-00-00' = 50 S16- 47 -19W 450.00 51 N73 -12 -410• 167.91. 57 N16- 47 -19E.. - 100.00. 58 H73 -12 -410, 200.00 CURVE DELTA = 35 -00 -00 R =- 59 071-47-19E 200.00 58 571- 47 -19U. 200.00 CURVE DELTA = 35 -00 -00 R = 57 673- 12 -41E 200.00 51 S16- 47 -190 100.00 52 516- 47 -190' 300.00 $1 CURVE DELTA = 12 -12 -00 "R = 53 N 4- 35 -19E 300.00 ±Sd UOA..9d..dfU 700 MA BDRY BLOCK N0. BDRY PARCEL NO. CI COSINE 0.99995105 0.01299741 0.92223658 0.01299741 0.92223658 0.20706749 0.78870567 0.75265122 0.96175723 0.71623761 0.92078875 0.01299741 0.88269934 0.99991553 0.01299741 AREA = 197 SINE 0.00989481 0.99991553 0.38662602 0.99991553 0.38662602 0.97832666 0.61477099 0.65841942 0.27390334 0.69785649 0.39006163 -0.99991553 0.46993815 0.01299741 0.99991553 0.99991553 0.01299750 0.92078875 0.39006163 0.01299741 0.99991553 0.93061641 0.36599603 0.99991553 0.01299741 0.38384762 0.92339645 0.01866901 0.99982572 0.99982572 0.01866910 0.01866910 0.99982572 0.99982572 0.01866910 190.000 C = 145.665J-'1 = 0.70715483 0.70705873 0.70705879 0. 0.70715483 0.70705873 330.000k-1 = 105.624 = 0.89370660 0.44865188 0.44865188 0.89370660 0.89370660 0.44865188 320.000_ = 178.141- = 0.52170473 0.85312612 0.85312616 0.52170465 0.52170473 0.85312612 1505.390 �L = 101.994 = 0.57826509 0.81584894 0.81584894 0.57826509 0.01256120 0.99992110 TRAVERSE CALCULATION AND ANALYSIS MYRON ESTATES NO. 8 - DESIGN SERVICES - JUNE 13.' 1977 CENTERLINE AROUND BLOCK 1 LOTS 1 - 16 COSINE SINE 0.99982572 0.01866910 0.01866910 0.99982572 0.99982572 0.01866910 220.000 L = 168.665 T = 0.70715483 0.70705873 0.70705879 0.70715477 0.70715483 0.70705873 0.70705879 0.70715477 118.510 L = 94.626 T = 0.99991553 0.01299741 0.01299750 - 0.99991553 0.99991553 0.01299750 283_.300 L = 275.904 0.55128599 0.83431634 0.83431639 0.55128592 0.55128599 0.83431634 304.750- = 193.253- T 0.93842436 0.34548475 0.34548475 0.93842436 0.93842439 0.34548467 450.000 �C = 290.597- T = 0.95737693 0.28884149 0.28884157 0.95737691 0.95737691 0.28884157 0.28084157 0.95737691 200.000 - -L = 122.173- T = 0.31252367 0.94990997 0.31252375 0.94990995 200.000 L = 122.173 T = 0.28884149 0.95737693 0.95737693 0.28884149 0.95737693 0.28884149 300.000- L. = 63.879 T = 0.99679479 0.08000086 n nonnnnec n QQXV0A, 49.14193 ACRES LATITUDE DEPARTURE 1105.306 - 10.937 6.366 489.769 -156.780 65.726 1.950 149.987 - 265.927 111.484 - 49.110 232.030 222.163 173.169 120,424 - 105.347 129.087 36.763 156.806 152,782 - 176.580 74.802 2.664 204.983 178.791 95.186 49.996 -0.650 5.199 399.966 - 29.997 - 176.580 2.664 178.464 29.997 84.880 0.560 - 473.677 -4.362 - 189.967 76.623 CH = 134.359 - 166.371 233.361 53.268 = - 294.923 - 112.710 - 285.986 91.445' = 166.946 - 146.081 785.369 51.017- CH = - 870.514 - 177.937 1 ?.852 0.002 LATITUDE - 443.683 -4.362 - 219.962 88.721 CH = 155.574 - 73.336 55.130 - 83.794 49.998 CH = 118.500 -5,433 - 283.276 150.000 CH = 156.179 - 157.302 168.004 100.000 CH = - 285.985 - 87.494 422.291 150.568-- CH = - 430.820 48.499 95.738 57.768 63.060 CH = 62.505 - 62.505 63.060 CH = - 57.768 - 95.738 - 287.213 32.061 CH = 299.038 '2a . 0. 390 74.802 204.983 70. 187 -0.390 204.191 29.995 8.845 - 233.609 3.547 142.124 - 134.341 - 166.394 -233.329 105.174 148. 055 - 24.517 143.569 175,850 -273. 000 - 89.331 - 1284.288 101.975 1228.171 -126. 120 - 1421.128 0. 001 DEPARTURE 8.285 -233. 609 4.107 164.565 - 155.553 - 73.346 - 55.122 -83,805 92.132 -1.540 -417. 965 3.682 265.129 - 236. 362 - 103.939 - 254.258 190.031 105.286 - 237.656 -155. 468 285.574 - 129.979 -160. 753 28. 884 - 191.475 120.282 189. 982 -189. 982 120.282 191.475 - 28.884 - 86.652 63.758 24. 000 - 01M4 C 0 0 R D NORTH 6977.687 8082.993 8089.359 7932.579 ?934.529 7668.602 7619.491 7841.654 7962.078 8091. 165 8247.971 .8071.392 8074.056 8252.847 8302 .843 8308.041 8278.044 8101.464 8104.129 8282. ;93 8312.591 8397.471 8398.031 7924.353 7919.991 7730.025 A = -1316.323 7864.384 7698.013 7931.374 A = 296.055 7636.451 7523.741 7237.755 = - 1449.545 7404.700 7258.619 8043.988 A = 58.721 7173.474 6995.537 6977.685 C O O R D NORTH 8398.036 7954.353 7949.991 7730.030 A = - 1764.821 7885.604 7812.268 7867.397 7783.604 • - 577.085 7902.104 7896.671 7613.395 A = - 5891.529 7769.574 7612.272 7780.277 A = 1934.272 7494 .292 7406.798 7829.089 A = 4450.624 7398.269 7446.768 7542.506 7600.274 A = - 745.776 7662.779 7600.274 A = 745.776 7542.506 7446.768 7159.555 • - 72.242 7458.594 vA nn aces INATES EAST 4690.869 4679.932 5169.700 5235.427 5385.414 5496 .898 5728.927 5902.096 5796.749 5833.512 5986.294 6061.096 6266.079 6361.265 6360.615 6760.581 6760.971 6835.773 7040.756 7110.943 7110.553 7314.744 7344.738 7353.583 7119.974 7123.521 6989.180 6822.786 6589.457 6737.512 6512.995 6656.564 6383.563 6294 .232 5009.944 6238.115 6111.995 4690.868 ! M A T E S EAST 7344.738 7353.023 7119.414 7123.521 6967.968 6894 .622 6839.499 6755.694 6754.154 6336.189 6339.872 6103.510 5999.570 5745.312 5850.599 5612.943 5457.475 5327.496 5166.743 5195.627 5004.152 5194.134 5004.152 5195.627 5166.743 5080.091 5104.091 1 • C S /S A 4 S22- 44 -41E 5 H89- 15 -19E_ 6 522- 44 -41E 7 S78- 02 -58E_ 8 837- 56 -07E 9 841 -10 -468 10 815- 53 -48E 11 H44- t5 -19E 12 S22- 57 -30E 13 N89- 15 -19E 14 828- 01 -49E 15 N Q -44 -4161 16 889- 15 -19E 17 S 0- 44 -41E 18 522- 57 -30E 19 889-15-19E 20 N21- 28-08E 21 N 0 -44 -418 22 867- 25 -40E 23 888 -55 -49E CLOSURE 584- 37 -10E 0.004 AREA = 1080127.0 S8. FT. 170.00 150.00 288.35 23 ?.17_, 281.68- 160 .0 0 - 134.22 - 218.93 191.77 205.00 - 202.55 50 400.00 30.00 191.77 205.00 191.77 30.00 221.13_ 30.00- BLOCK NO. BDRY PARCEL NO. C2 COURSE BEARING DISTANCE START- 38 77 545- 00 -14W . 131.58 29 H44 -59 -4661 300.00 GCURYE DELTA = 18 -20 -20 R = 76 526- 39 -26E 300.00 75 563-20-346r 251.22- 32 526- 39 -26E 350.00 -CURVE DELTA = 31 -53-46 R -.= 74 N58- 33 -128 -. 350.00 73 531- 26 -48W. 171.23 35 H58- 33 -12W 1475.39 CURVE DELTA = 3 -52 -55 R = 72 S54- 40 -17E " 1475.39 64 535- 19 -43W -, 86.72 65 854 -40- 1761._ 68.00 66 535- 19 -43W, 230.00 CURVE . DELTA = 31 -52 -55 R = 67 N 3- 26 -48E 230.00 68 H86 -33 -1214- -- - 142.65 69 S 3 -26 -4861 583.68 CURVE DELTA =- 14 -57 -08 R = 70 N11 -30 -208 583.68 69 511- 30 -20E 583.68 CURVE DELTA = 14 -57 -08 R = 68 H 3- 26 -48E` 583.68 67 586- 33 -12E 142.65 66 S 3 -26 -488 230.00 RVE DELTA = 31 -52 -55 R = 65 835- 19 -43E 230.00 64 S54- 40 -17E- 68.00 71 835 -19 -438. - 153.22 1 589- 16 -498- 1384.13 2 N 0 -34 -018 - -- 1105.36 55 889- 15 -20E - 30.00 56 8 0- 34 -01E 1105.38 54 8 0 -34 -0161 511.72 53 585- 24 -41E -..._. 389.54 52 5 4- 35 -i98 300.00 CURVE DELTA = 12-12-00 R = 51 816- 47 -19E 300.00 40 516 -47 -1961 146.71 61 873- 12 -41E 200.00 CURVE DELTA = 32 -30 -00 R = 62 574 -17 -198 200.00 61 874- 17 -19E 200.00 CURVE DELTA = 32 -30 -00 R = 60 N ?3- 12 -41W 200.00 51 816- 47 -19E 146.71 50 573- 12 -41E -- 167.91 49 816- 47 -19E 450.00 CURVE DELTA =. 37 -00 -00 R = 48 520- 12 -41E 450.00 47 869- 47 -19E -- 253.25 46 N20 -12 -418 304.75 CURVE DELTA = 36 -20 -00 R = 45 556- 32 -41E 304.75 44 833- 27 -19E 188.54 43 556- 32 -41E 283.30 CURVE DELTA = 55 -48 -00 R = 42 H 0 -44 -419 283.30 41 889- 15 -19E 418.00 40 S 0- 44 -41E 118.51 CURVE DELTA = 45 -44 -55 R 39 845- 00 -14E 118.51 38 S44- 59 -46E 77.96 CLOSURE 836 - 32-068 0.008 AREA = 1010512.0 SQ. FT. 0.92223658 0.01299741 0.92223658 0.20706749 0.78870567 0.75265122 0. 96175723 0.71623761 0.92078875 0.01299741 0.88269934 0.99991553 0.01299741 0.99991553 0. 92078875 0.01299741 0.93061641 0.99991553 0. 38384762 0.01866901 AREA = 0.38662602 0.99991553 0.38662602 0.97832666 0.61477099 0.65841942 0.27390334 0.69785649 0.39006163 0.99991553 0.46993815 0.01299741 0.99991553 0.01299750 0.39006163 0.99991553 0 .36599603 0.01299741 0.92339645 0.99982572 TRAVERSE CALCULATION AND ANALYSIS I'3YRON ESTATES HO. 8 - DESIGN SERVICES - JUNE 13, 1977 CENTERLINE AROUND BLOCK 2 LOTS 1 - 36 COSINE SINE 24.79630 ACRES 0.70705879 0.70715477 0.70715483 0.70705873 300.000 L = 96.022 T = 0.89370660 0.44865188 0.44865188 0.89370660 0.89370660 0.44865188 350.000 L = 194.842 T = 0.52170473 0.85312612 -- 0.85312616 0.52170465 0.52170473 0.85312612 1475.390 L = 99.962 T = 0.57826509 0.81584894 0.81584894 0.57826509 0.57826516 0.81584889 0.81584894 0.57826509 230.000 L = 127.982 0.99819119 0.06011948 0.06011948 0.99819119 0.99819119 0.06011940 583.680 L = 152.320 T = 0.97990538 0.1 0.97990537 0.19946296 583.680 L = 152.320 T = 0.99819119 0.06011948 0.06011940 0.99819119 0.99819119 0.06011940 230.000 L = 127.982 T = 0.81584889 0.57826516 0.57826509 0.81584894 0.81584894 0.57826509 0.01256120 0.99992110 0.99995105 0.00989481 0.01299257 0.99991559 0.99995104 0.00989490 0.99995105 0.00989481 0.08000078 0.99679480 AREA 0.99991553 0.01299750 118.510 L = 94.626 T 0.70705873 0.70715483 0.70715477 0.70705879 0.99679480 0.08000078 300.000 L = 63.079 T = 0.95737691 0.28884157 0.95737693 0.28884149 0.28884149 0.95737693 200.000 L = 113.446 T = 0.27079181 0.96263794 0.27079173 0.96263796 200.000 L = 113.446 T = 0.28884157 0.95737691 0.95737691 0.28884157 0.28884149 0.95737693 0.95737691 0.28884157 450.000 L = 290.597 T = 0.93842436 0.34548475 0.3454846? 0.93842439 0.93842439 0.34548467 304.750 L = 193.253 T = 0.55128592 0.83431639 0.83431634 0.55128599 0.55128592 0.83431639 283.300 L = 275.904 0.99991553 0.01299741 0.01299741 0.99991553 23.19816 ACRES - 156.780 1.950 - 265.927 - 49.110 222.163 120.424 129.087 156.806 - 176.580 2.664 178.791 49.996 5.199 - 29.997 - 176.580 2.664 178.464 29.997 84.880 0.560 -0.000 LATITUDE - 93.035 212.146 48.425 CH = -268.112 - 112.710 - 312.797 100.018 CH = 182.597 - 146.081 769.718 50.000 CH - 853.167 - 70.750 39.322 - 187.645 65.695 CH = 229.584 8.576 - 582.624 76.595 CH = 571.951 - 571.951 76.595 CH 582.624 -8.576 - 229.584 65.695 CH = 187.645 - 39.322 - 125.004 - 17.386 1105.306 0.390 - 1105.326 511.695 - 31.164 - 299.038 32.061 CH = 287.213 - 140.457 -57.768 58.295 CH = - 54.158 54.158 58.295 CH = 5 ?.768 140.457 - 48.499 430.820 150.568 CH = - 422.291 87.494 285.985 100.000 CH = - 168.004 157.302 - 156.179 150.000 CH = 283.276 5.433 0.007 - 118.500 - 49.998 CH = 83.794 - 55.130 65.726 149.987 111.484 232. 030 173.169 -105.347 36. 763 152. 782 74.802 204.983 95.186 -0. 650 399.966 0. 390 74.802 204. 983 70.187 -0. 390 204.191 29.995 0. 004 DEPARTURE - 93.047 -212. 118 95.613 134.596 - 224.517 157. 028 192. 336 - 298. 594 - 89.331 - 1258.694 99.943 1203. 695 -50.147 - 55.478 - 133.001 126.338 13.827 - 142.392 - 35.090 151.888 - 116.422 116.423 151.888 35. 091 142.392 - 13.827 126.338 133.001 55.478 - 88.602 - 1384.021 - 10.937 29.99? 10. 938 -5. 063 388.291 - 24.000 63.758 86.652 - 42.376 191.475 111.932 - 192. 528 192.528 111.932 - 191.475 42. 376 160.753 129.979 285.57 155.468 237.656 - 105.286 190.031 254.258 103. 939 236.362 265. 129 -3.682 417.965 1.540 92. 132 83. 805 55.122 -0.005 A = A = A = A = A - 7932.584 7934.534 7668.607 7619.497 7841.660 7962.084 8091.171 8247.977 8071.397 8074.061 8252.852 8302.848 8308.047 8278.050 8101.470 8104.134 8282.599 8312.596 8397.476 8398.036 C O O R D I NORTH 7812.268 7719.233 7931.379 244.674 7663.267 7550.557 7237.760 - 1734.075 7420.356 7274.275 8043.993 56.404 7190.827 7120.076 7159.398 6971.753 - 747.850 7201.337 7209.913 6627.289 - 502.850 7199.240 6627 .289 502.851 7209.913 7201.337 6971.753 74 ?.851 7159.398 7120.076 6995 .072 6977.686 8082.992 8083.381 6978.056 7489.750 7458.507 7159.549 A = 72.242 7446:762 7306 .305 7248.537 A = - 598.648 7194.378 7248.537 A = 598.648 7306.305 7446.762 7398.262 7829.082 A = - 4450.628 7406.791 7494.285 7780.270 A = - 1934.274 7612.265 7769.567 7613.388 A = 5891.532 7896.664 7902 .097 7783.597 A = 577.086 7867.391 7812.261 5235.423 5385.410 5496.894 5728.924 5902.092 5796.745 5833.508 5986.290 6061.092 6266.075 6361.261 6360.611 6760 .577 6760.967 6835.769 7040. 752 7110.939 7110.549 7314.740 7344.735 H A T E S EAST 6894.621 6801.574 6589.456 6724.052 6499.535 6656.563 6357.969 6268.638 5009.944 6213.639 6163.492 6108.014 5975.013 5988.841 5846.449 5811.358 5694.936 5811.358 5846.449 5988.841 5975.013 6108.014 6163.492 6074.890 4690.870 4679.932 4709.930 4720.867 4715.804 5104.095 5080.095 5166.748 5124.372 5315.847 5123.320 5315.847 5124.372 5166.748 5327.501 5457.480 5612.948 5850.604 5745.317 5999.575 6103.515 6339.876 6336.194 6754.159 6755.699 6839.504 6894.627 i Ff MYRON SOUTH TRAVERSE CALCULATION AHD ANALYSIS ESTATES N0. 8 - DESIGN SERVICES - JUNE 13, 1977 EAST PORTION OF EASTERLY ROAD COURSE BEARING DISTANCE START- 38 78 N45- OO -14E 103.72 26 544- 59 -46E 220.00 CURVE DELTA = 43 -55 -35 R = 79 H 1 -04 -11&1. 220.00 80 1488- 55 -49E 233.65 24 S 1- 04 -11E 30.00 25 588 -55 -4941 233.65 26 S 1- 04 -11E 190.00 CURVE DELTA = 43 -55 -35 R = 27 N44 -59 -460 190.00 28 845-00 -1461 235.30 29 N44- 59 -460 330.00 CURVE DELTA = 18 -20 -20 R = 30 826- 39 -26E 330.00 31 S63 -20 -340 251.22 32 526 -39 -26E 320.00 CURVE DELTA = 31 -53 -46 R = 33 N58 -33 -1261 320.00 34 831 -26 -480 171.23 35 N58 -33 -1241 1505.39 CURVE DELTA = 3 -52 -55 R = 36 854- 40 -17E 1505.39 37 535 -19 -430 218.10 -- 71 S89 -16 -490 37.11 72 N35- 19 -43E 239.94 35 H54 -40 -170 1475.39 CURVE DELTA = 3 -52 -55 R = 73 558- 33 -12E 1475.39 74 1431- 26 -48E 171.23 32 558- 33 -12E 350.00 CURVE DELTA = 31 -53 -46 R = 75 N26 -39 -2661 350.00 76 N63- 2Q -34E 251.22 29 N26 -39 -260 300.00 CURVE DELTA = 18 -20 -20 R = 77 544 -59 -46E 300.00 BLOCK HO. PARCEL NO. CLOSURE $24- 53 -35E 0.005 AREA = 49981.5 SO., FT. ti 38 1445- 00 -14E 131.58 „ BDRY CER COSINE 0.70705873 0.7071 220.000 L 0.99982572 0.01866901 0.99982572 0. 01866910 0.99982572 190.000 L 0.70715483 0.70705879 0.70715483 330.000 L 0.89370660 0.44865188 0.89370660 320.000 L 0.52170473 0. 85312616 0.52170473 1505.390 L 0.57826509 0.81584894 0.01256120 0.81584889 0.57826516 1475.390 L 0.52170465 0. 85312612 0.52170465 350.000 L 0.89370664 0.44865180 0.89370664 300.000 L 0.70715477 0.70705873 0.70715483 AREA = TRAVERSE CALCULATION AND ANALYSIS MYRON ESTATES NO. 8 - DESIGN SERVICES - JUNE 13, COMPLETION OF BLOCK N0. BDRY BLOCK AREA 2140622.6 SO .FT . 49.14193 ACRES 43 CURVE 140 141 46 CURVE 142 143 49 CURVE 144 145 146 CURVE 147 148 58 CURVE 149 59 CURVE 150 58 CURVE 151 152 153 CURVE 154 52 CURVE 155 156 157 CURVE 158 159 BLOCK N0. 81 COURSE BEARING DISTANCE START- 159 3 N89- 15 -19E 429.81 4 822- 44 -41E 170.00 5 1489- 15 -19E 150.00 6 822- 44 -41E 288.35 7 S78- 02 -58E 237.17 8 N37- 56 -07E 281.68 9 N41 -10 -460 160.00 10 1415 -53 -48E 134.22 11 N44- 15 -19E 218.93 12 522- 57 -30E 191.77 13 1489- 15 -19E 205.00 14 N28 -01 -49E 202.55 15 N 0 -44 -4141 50.00 16 N89- 15-19E 400.00 17 S 0-44 -41E 30.00 18 822- 57-30E 191.77 19 1489- 15 -19E 205.00 20 N21- 28 -08E 191.77 21 14 0 -44 -410 30.00 22 1967- 25 -40E 221.13 129 S 1- 04 -11E 393.76__ 130 S88 -55 -4961 20.00 CURVE DELTA = 90 -00 -00 R = 131 5 1- 04 -11E 20.00 132 888 -55 -490 183.65 26 S 1- 04 -11E 250.00 CURVE DELTA = 43 -55 -35 R = 133 1444 -59 -460 250.00 134 545 -00 -140 58.72 - 135 N44 -59 -4641 20.00 CURVE DELTA = 90 -00 -00 R = 136 545 -00 -140 20.00 137 N44- 59 -460 27.96 40 S45 -00 -140 143.51 - CURVE DELTA = 45 -44 -55 R = 138 14 0 -44 -410 143.51 139 889 -15 -190 418.00 $ 0-44 -41E 308.30 DELTA = 55 -48 -00 R = N56 -32 -410 308.30 833 -27 -190 188.54 N56 -32 - 279.75 DELTA = 36 -20 -00 R = 520- 12 -41E 279.75 S69 -47 -190 253.25 N20 -12 -4161 425.00 DELTA = 37 -00 -00 R = S16- 4 ? -19U ' 425.00 N73- 12 -41t. 122.91 N16- 47 -19E 20.00 ELTA = 90 -00 -00 R N73 -12 -4114 20.00 1416- 47 -19E 55.00 N73 -12 -410 225,00 DELTA = 24 -52 -51 R = N81- 54 -28E 225.00 N46 -45 -0641 45.00 DELTA = 292 -09 -48 R = S21 -O5 -060 45.00 583 -16 -0161 175.00 DELTA = 23 -31 -18 R = 573- 12 -41E 175.00 816 -47 -190 57.95 N73-12-410 20.00 DELTA = 82 -30 -19 R = S 9 -17 -380 20.00 S 9 -17 -380 325.00 DELTA = 4 -42 -19 R = 14 4- 35 -19E 325.00 N85 -24 -4161 343.39 N 20.00 DELTA = 84 -50 -40 R = 589 -25 -590 20.00 N 0 -34 -0141 553.08 CLOSURE N34 -40 -3441 0.005 AREA = 960759.8 SO. FT. 0.70715483 0.70705879 = 168.665 0.01066901 0.99982572 0.01866910 0.99982572 0.01866910 145.665 0.70705873 0.70715477 0.70705873 = 105.624 0.44865188 0.89370660 0.44865188 = 178.141 0.85312612 0.52170465 0.85312612 = 101.994 0.81584894 0.57826509 0.99992110 0.57826516 0.81584889 = 99.962 0.85312616 0.52170473 0.85312616 = 194.842 0.44865180 0.89370664 0.44865180 = 96.022 0.70705879 TOTAL LOT AREA = COSINE 0.01299741 0.92223658 0. 01299741 0. 92223658 0.20706749 0.78870567 0.75265122 0.96175723 0.71623761 0.92078075 0.01299741 0.88269934 0. 99991553 0.01299741 0. 99991553 0.92078875 0.01299741 0.93061641 0.99991553 0.38384762 0.99982572 0. 01866910 20.000 L 0.99982572 0. 01866910 0. 99982572 250.000 L 0. 70715483 0.70705879 0.70715483 20.000 L 0.70705879 0. 70715483 0.70705879 143.510 L 0.99991553 0.01299750 0.99991553 308.300 L 0. 55128599 0.83431639 0. 55128599 279.750 L 0.93842436 0.34540475 0.93842439 425.000 L 0.95737693 0.28884157 0.95737691 20.000 L 0.28884157 0.95737691 0.28884157 225.000 L 0.14076676 0.68516186 45.000 L 0.93304775 0.11724372 175.000 L 0. 28884149 0.95737693 0.28884157 20.000 L 0. 98687295 0.98687295 325.000 L 0.99679479 0.08000086 0.99679479 20.000 L 0.00989490 0.99995105 SINE 1977 TRAVERSE CALCULATION AND ANALYSIS MYRON ESTATES NO. 8 - DESIGN SERVICES - JUNE 13, 1977 BLOCKLINE AROUND BLOCK 1 LOT 1 - 16 • SINE 0.99991553 0.38662602 0.99991553 0.38662602 0.97832666 0.61477099 0.65841942 0.27390334 0.69785649 0.39006163 0.99991553 0.46993815 0.01299741 0.99991553 0.01299750 0.39006163 0.99991553 0.36599603 0.01299741 0.92339645 0.01866910 0.99902572 = 31.416 0.01866910 0.99982572 0.01866910 = 191.665 0.70705873 0.70715477 0.70705873 = 31.416 0.70715477 0.70705873 0.70715477 114.588 0.01299741 0.99991553 0.01299750 = 300.251 0.83431634 0.55128592 0.83431634 177.400 0,34548475 0.93842436 1.34548467 274.453 0.28884149 O .95737691 0.28884157 _= 31.416 0.95737691 0.28884157 0.95737691 = 97.707 O .99004279 O .72839085 229.465 0.35975254 P.99310317 = 71.843 0.95737693 0.28884149 0.95737691 = 28.800 0.16149855 0.16149855 26.690 0.08000086 0.99679479 0.08000086 = 29.616 0.99995104 0.00989481 T = T = T = T T = T T = T 1.14742 ACRES T = T = T T = T = T T T T = T T = AREA = 22.05601 ACRES LATITUDE 73.336 - 155.574 88,721 CH = 219.962 4.362 - 29.995 -4.362 - 189.967 76.623 CH = 134.359 - 166.371 233.361 53.268 CH = -294.923 - 112.710 - 285.986 91.445 CH = 166.946 - 146.081 785.369 51.017 CH = - 870.514 - 177.937 -0.466 195.755 853.167 50.000 CH = - 769.718 146 :081 - 182.597 100.018 CH = 312.797 112.710 268.112 48.425 CH - - 212.146 93.035 -0.004 2140620.5 SO.FT. 49.14159 ACRES LATITUDE 5.586 - 156.780 1.950 - 265.927 - 49.110 222.163 120.424 129.087 156.806 - 176.580 2.664 178.791 49.996 5.199 - 29.997 - 176.580 2.664 178.464 29.997 84.880 - 393.691 -0.373 20.000 CH = - 19.997 -3.429 - 249.956 100,820 CH = 176.789 - 41.518 14.143 20.000 CH = - 14.141 19.772 - 101.470 60.545 CH = 143.498 -5.433 - 308.274 163.236 CH - 169.961 - 157.302 154.222 91.797 CH = - 262.524 - 87.494 398.830 142.203 CH - 406.885 35.502 19.148 20.000 CH = 5.777 52.656 64.939 49.636 CH = 31.673 30.832 - 30.260 CH = - 41.987 - 20.518 36.435 CH = - 50.547 - 55.480 5.777 17.541 CH = - 19.737 - 320.734 13.352 CH = 323.958 27.471 19.936 18.277 CH = -0.198 553.053 0.004 DEPARTURE 73.346 155.553 164.565 -4.107 233.609 0.560 -233.609 3.547 142.124 -1341341 - 166.394 - 233.329 105.174 148.055 - 224.517 143.569 175.850 - 273.000 - 89.331 - 1284.288 101.975 1228.171 - 126. 120 - 37.107 138. 749 -1203.695 99. 943 1258.694 89. 332 298.594 192.336 -15 ?.028 224.51? - 134 :596 95.613 212.118 93.047 0. 002 DEPARTURE 429.774 65.726 149.987 111.484 232.030 173.169 - 105.347 36. 763 152.782 74. 802 204. 983 95:186 -0. 650 399.966 0.390 74.802 204.983 70.187 -0.390 204.191 7. 351 - 19.99? 28. 284 0.373 - 183.618 4.667 187.005 -176. 765 - 41.524 -14.141 28. 284 - 14.143 - 19.769 - 101.484 111.568 -1.865 - 417.965 4.007 288. 525 - 257.220 -103. 939 - 233.400 174.442 96. 649 - 237.656 - 146.831 269.709 - 122. 758 - 117.671 5.777 28. 284 - 19.148 15. 886 - 215.410 96.941 222. 760 - 32.778 50. 221 -16. 189 -173. 793 71.339 167.541 - 16. 738 - 19.148 26.375 -3. 230 -52. 48? 26.602 26. 000 -342. 289 1.600 26. 984 - 19.999 -5.473 -0.003 A A A A A A C O O R D I NORTH 7812.268 7885.604 7730.030 = 1764.822 7949.991 7954.353 7924.359 7919.996 7730.030 = - 1316.323 7864.389 7698.018 7931.379 = 296.055 7636.456 7523. 746 7237.760 • - 1449.545 7404.705 7258.624 8043.993 = 58.721 7173.479 6995.542 6995.076 7190.831 8043.998 • - 56.405 7274.280 7420.360 7237.764 • 1734.077 7550.561 7663.271 7931.383 - - 244.674 7719.237 7812.272 C O O R D NORTH €083.778 8089.364 7932.584 7934.533 ?668.607 7619.496 7841 .659 7962.083 8091.170 8247.976 8071.396 8074.061 8252.852 8302.847 8308.046 8278.049 8101 .469 8104.134 8282.598 8312.596 8397.476 8003.784 8003.411 A = 114.159 7983.414 7979.986 7730.029 A = - 2278.952 7906.818 7865.300 7879.443 A = 114.159 7865.302 7885.074 7783.604 A = - 846.242 7927.102 7921.669 7613.395 A = - 6977.212 7783.356 7626.054 7780.276 A = 1629.935 7517.752 7430.258 7829.088 A = 3969.847 7422.203 7457.705 7476.852 = 114.159 7482 .629 7535.285 7600.274 A = - 342.227 7631.947 ?662.779 A = - 6100.641 7620.792 7600.274 A = 175.094 7549.727 7494.247 7500.024 A = 89.706 7480.286 7159.553 A = -4.873 7483.511 7510.982 7530.918 A = 96.972 7530.720 8083.773 H A T E S EAST 6894.621 6967.968 7123.521 7119.413 7353.023 7353.583 7119.973 7123.521 6989.179 6822.786 6589.456 6737.512 6512.995 6656.563 6383.563 6294.231 5009.944 6238.115 6111.995 6074.888 6213.637 5009.942 6268.635 6357.967 6656.561 6499.533 6724 .050 6589.454 6801 .572 6894.619 H A T E S EAST 4739.927 5169.700 5235.427 5385.414 5496.898 5728.928 5902.096 5796.749 5833.512 5986.294 6061.096 6266.079 6361.265 6360.615 6760.581 6760.971 6835.773 7040.756 7110.943 7110.553 7314.744 7322.095 7302.098 7302.472 7118.854 7123.521 6946.756 6905.232 6891.091 6876.948 6857.179 6755.695 6753.830 6335.865 6339.872 6082.652 5978.713 5745.313 5841.962 5604.306 5457.475 5334.718 5217.046 5222.823 5203.676 5219.562 5004.152 5226.922 5194.134 5177.945 5004.152 5171.693 5154.955 5135.807 5132.577 5080.090 5106.091 4763.801 4765.401 4745.402 4739.930 f -i MYRON COURSE START - 159 253 254 252 CLOSURE N24- 27 -35E 0.005 AREA = 43673.1 SQ. FT. TRAVERSE CALCULATION MYRON ESTATES NO. 8 - DESIGN COURSE BEARING START - 251 252 N 0- 34 -01V 254 N89- 25 -59E 255 S 0- 34 -01E 251 S89- 25 -59W CLOSURE N40 -07 -366# AREA = MYRON COURSE BEARING DISTANCE START- 251 255 .N89 -25 -59E 230.00 250 S 0- 34 -01E 242.11 156 N85 -24 -418 212.66 15? N 4- 35 -19E 20.00 CURVE DELTA = 84- 50-40 R = 158 889- 25 -59W 20.00 251 11 0 -34 -0114 203.08 CLOSURE H61- 49 -22E 0.003 AREA = 53230.0 SQ. FT. MYRON COURSE START - 250 256 249 59 CURVE 150 58 CURVE 151 152 153 CURVE 154 52 CURVE MYRON MYRON MYRON TRAVERSE CALCULATION ESTATES NO. 8 - DESIGN BEARING 252 H 0- 34 -01W N89- 15 -19E 527- 07 -43W 889- 25 -59W 43700. 0 BLOCK N0. LOT N0. DISTANCE 160.00 314.50 181.81 230.00 BLOCK N0. LOT NO. DI STANCE 190.00 230.00 190.00 230.00 0.000 SO. FT. TRAVERSE CALCULATION AND ANALYSIS ESTATES NO. 8 - DESIGN SERVICES - JUNE 13, 1977 BLOCK HO. LOT N0. TRAVERSE CALCULATION ESTATES N0. 8 - DESIGN BEARING 155 N85- 24 -41W N 0- 34 -01W S69- 48 -57E 869 -48 -57E BLOCK H0, LOT N0. DI STANCE 130.73 250.00 190.28 45.00 DELTA = 89 -05 -57 R = S21 -05 -0663 43.00 S83 -16 -010 . 175.00 DELTA = 23 -31 -18 R = $73- 12 -41E ' 175.00 S16 -47 -1961 57.95 N ?3- 12 -41V 20.00 DELTA = 82 -30 -19 R = S 9 -1? -38#9 20.00 S 9 -17 -3861 325.00 DELTA = 4 -42 -19 R = 155 N 4- 35 -19E 325.00 CLOSURE N47- 56 -26W 0.004 AREA = 42336.4 SQ. FT. TRAVERSE CALCULATION ESTATES N0. 8 - DESIGN BLOCK HO. LOT N0. COURSE BEARING DISTANCE START- 249 256 1169- 48 -57W 190.28 254 N 0 -34 -0161 182.11 253 N27- 07 -43E 181.81 3 N89- 15 -19E 115.31 4 822- 44 -41E 170.00 248 513- 42 -05V 233.71 59 818- 12 -41E 45.00 CURVE DELTA = 51 -36 -16 R = 249 1169 -48 -5711 45.00 CLOSURE S49- 20 -06J 0.005 AREA = 81982.9 SQ. FT. TRAVERSE CALCULATION ESTATES NO. 8 - DESIGN BLOCK HO. LOT, NO. COURSE BEARING DISTANCE START- 248 4 1113- 42 -05E 233.71 5 1189- 15 -19E /50.00 6 822- 44 -41E 288.35 247 568 -57 -2614 289.94 58 N80 -51 -0361 225.00 CURVE DELTA = 1 ?- 14 -29. R = 149 N81- 54 -28E 225.00 59 1146 -45 -060 45.00 CURVE DELTA = 151 -27 -35 R = 248 N18 -12 -4111 45.00 CLOSURE 867-07-47V 0.005 AREA = 74619.7 SQ. FT. TRAVERSE CALCULATION ESTATES NO. 8 - DESIGN BLOCK NO. LOT NQ. COURSE BEARING DISTANCE START- 246 49 11 2- 13 -OOE 425.00 CURVE DELTA = 14 -34 -19 R = 144 S16 -47 -1961 425.00 145 1473- 12 -418 122.91 146 1116- 47 -19E 20.00 CURVE DELTA = 90 -00 -00 R = 147 N 73 -12 -4114 20.00 148 1116- 47 -19E 55.00 58 N73 -12 -418 225.00 CURVE DELTA = 7 -38 -22 R = 247 880- 51 -03E 225.00 262 1168- 57 -26E 142.94 246 821- 02 -34E 226.52 CLOSURE 860- 36 -42E 0.005 AND ANALYSIS SERVICES - JUNE 13, B1 AND ANALYSIS SERVICES - JUNE 13, 19 ?7 B1 2 81 3 B1 B1 B1 0.99995105 0. 01299741 0.88998522 0.00989490 6 B1 7 4 5 COSINE COSINE 0.99995105 0.00989481 0.99995104 0.00989490 COSINE 0.08000086 0. 99995105 0.34503883 0.34503883 45.000 L 0.93304775 0.11724372 175.000 L 0.28884149 0.95737693 0.28884157 20.000 L 0. 98687295 0.98687295 325.000 L AREA = AREA = AND ANALYSIS SERVICES - JUNE COSINE 0.34503891 0.99995105 0.88998518 0.01299741 0.92223658 0.97154338 0.94990995 45.000 L 0.34503891 COSINE 0.97154336 0.01299741 0.92223658 0.35906488 0. 15900540 225.000 L 0. 14076676 0.68516186 45.000 L 0.94990997 COSINE AREA 0.99925170 425.000 L 0.95737693 0.28884157 0.95737691 20.000 L 0.28884157 0.95737691 0.28884157 225.000 L 0.15900532 0.35906480 0.93331260 SINE 0.00989481 0.99991553 0.4559893? 0.99995104 SINE 0.00989481 0.99995105 0.00989490 0.99995104 AREA = 1 00321 COSINE SINE 0.00989481 0.99995105 0.99995104 0.00989490 0.08000086 0.99679479 0.99679479 0.08000086 20.000 L = 29.616 0.00989490 0.99995104 0.99995105 0.00989481 AREA = 1.22199 AND ANALYSIS SERVICES - JUNE 13, 1977 SINE 0.99679479 0.00989481 0.93858841 0.93858841 = 69.978 T 0.35975254 0.99310317 71.843 T 0.95737693 0.28884149 0.95737691 = 28.800 T 0.16149855 0.16149855 = 26.690 T 0.99679479 0.08000086 13, 1977 SINE 0.93858838 0.00989481 0.45598945 O .99991553 0.38662602 0.23686169 0.31252375 = 40.530 O .93858838 AREA = 1.88207 AND ANALYSIS SERVICES - JUNE 13, 1977 SINE 0.2368617? 0.99991553 0.38662602 0.93331260 0.98727771 67.707 0.99004279 0.72839085 118.956 0.3125236? 1 AND ANALYSIS SERVICES - JUNE 13, 1977 SINE 1977 71303 0.03867856 108.090 T 0.20384149 0.95737691 0.28884157 = 31.416 • T 0.95737691 O .28884157 0.95737691 = 30.000 T 0.98727773 O .93331263 0.35906488 1.00260 ACRES T = T ACRES 2.276 -242.098 17.013 19.936 T 18.277 CH -0.198 203.070 ACRES 0.97191 ACRES ACRES ACRES LATITUDE 159.992 4.088 - 161.808 -2.276 0.004 LATITUDE 189.991 2.276 - 189.991 -2.276 0.000 LATITUDE 0.001 LATITUDE 10.459 249.988 - 65.654 - 15.527 44.298 CH - 41.987 - 20.518 = 36,435 CH = - 50.547 - 55.480 5.777 17.541 CH = - 19.737 - 320.734 = 13.352 CH 323.958 0.003 LATITUDE 65.654 182.101 161.808 1.499 - 156.780 - 227.059 - 42.746 T = 21.756 CH 15 -0.003 LATITUDE 227.059 1.950 - 265.927 - 104.107 35.776 34.111 CH 31.673 30.832 176.92? CH 42.746 -0.002 LATITUDE 424.682 = 54.338 CH - 406.885 35.502 19.148 = 20.000 CH 5.777 52.656 64.989 = 15.022 CH -35.776 51.325 - 211.414 -0.002 DEPARTURE -1.583 314.473 -82. 903 - 229.989 0. 002 DEPARTURE -1.880 229.989 1.880 -229.989 -0. 000 DEPARTURE 229. 989 2.396 - 211.978 1.600 = 26.984 - 19.999 -2. 009 0. 002 DEPARTURE - 130.311 -2.474 178.595 42.236 63.137 - 16.189 - 173.793 71.339 167. 541 - 16.738 - 19.148 26.375 -3.230 - 52.487 26.682 26.000 0. 003 DEPARTURE - 178.595 -1.802 82. 903 115.300 65. 726 - 55.357 14.064 = 39.174 - 42.236 -0. 004 DEPARTURE 55.357 149.987 111.484 -270.605 - 222.137 67.452 222.760 - 32.778 = 87.223 - 14.064 -0.004 DEPARTURE 16.438 = 107.79+ -122.758 - 117.671 5.777 28.284 -19. 148 15. 886 - 215.410 = 29.978 222.137 133.408 81.335 0. 004 C O O R D I N A T E S NORTH 7923.785 8083.778 8087.865 7926.057 7923.781 C O O R D I N A T E S NORTH 7733.795 7923.785 7926.061 7736.071 7733.795 C 0 0 R D I NORTH 7733.795 7736.071 7493.972 ?510.985 7530.921 A = 96.972 7530.723 7733.793 A - A - A = A = C O O R D NORTH 7483.514 7493.972 7743.960 7670.306 7662.779 - 562.137 7620.792 7600.274 175.094 7549.727 7494.247 7500.024 89.706 7480.286 7159.553 -4.873 7483.511 C O O R D NORTH 7678.306 7743.960 7926.061 8087.869 8089 .368 7932.588 7705.528 7662.782 A = - 118.387 7678.309 C O O R D NORTH 7705.525 7932.584 7934.534 7668.607 7564.500 7600.276 A = - 114.43? 7631 .949 7662.781 A = - 2192.766 7705.527 EAST 4741.510 4739.927 5054.400 4971.497 4741.508 EAST 4743.390 4741.510 4971.499 4973.379 4743.390 M A T E S EAST 4743.390 4973.379 4975.774 4763.796 4765.396 4745.397 4743.388 I N A T E S EAST 5106.091 4975.780 4973.306 5151.901 5194.137 5177.948 5004.155 5171.698 5154.958 5135.810 5132.580 5080.093 5106.094 I N A T E S EAST 5151.897 4973.303 4971.501 5054.404 5169.704 5235.431 5180.074 5194.137 5151.901 I N A T E S EAST 5180.070 5235.427 5385.414 5496.898 5226.293 5004.156 5226.916 '5194.138 5180.074 C O O R D I N A T E S NORTH EAST 7404.407 5441.037 7829.089 5457.475 A = 246.818 7422.203 5334.718 7457.705 5217.047 7476.852 5222.823 A = 114.159 7482.629 5203.676 7535.285 5219.562 7600.274 5004.152 A = -9.991 7564.498 5226.290 7615.823 5359.698 7404,409 5441.033 f fl Et] Ilfl AREA = TRAVERSE CALCULATION AND ANALYSIS MYRON ESTATES N0. 8 - DESIGN SERVICES - JUNE 13, 1977 COURSE BEARING DISTANCE START- 246 262 N21 -02 -3474 226.52 6 N68- 57 -26E 147.00 143 $24- 15 -29E 261.43 49 N20- 12 -411i 425.00 CURVE DELTA = 22 -25 -41 R = 246 S 2- 13 -00W 425.00 CLOSURE N 0 -14 -1461 0.002 AREA = 38390.9 SQ. FT. TRAVERSE CALCULATION AND ANALYSIS MYRON ESTATES NO. 8 - DESIGN SERVICES - JUNE 13, 1977 COURSE BEARING START- 143 6 N24 -15 -2914 7 S78- 02 -58E 244 S20- 12-41E 143 S69 -47 -1944 CLOSURE N57- 37 -17E AREA = 37278.6 COURSE BEARING DISTANCE START- 244 7 N20 -12 -4144 134.53 8 N3 ?- S6 -O7£ 281.68 243 841- 10 -46E. 189.56 141 S33 -27 -1941 87.42 46 N56- 32 -41t4 279.75 CURVE DELTA = 36 -20 -00 R = 142 S20- 12 -41E 279.75 244 S69 -47 -191 70.92 CLOSURE N46 -11 -4441 0.005 AREA = 54647.1 SQ. FT. COURSE BEARING DISTANCE START- 243 9 H41- 10-46W 349.56 10 N15- 53 -48E 134.22 11 N44- 15 -19E 218.93 12 S22- 57 -30E 191.77 13 N89- 15 -19E 205.00 242 S 9- 06 -03E 158.24 43 S 9- 06 -03E 308.30 CURVE DELTA = 47 -26 -38 R = 140 N56 -32 -4114 308.30 243 833- 27 -19W 101.12 CLOSURE S14- 09 -14J 0.003 AREA = 133871.3 SQ. FT. COURSE BEARING DISTANCE START- 242 13 N 9- 06 -03W 158.24 14 N28- 01 -49E 202.55 15 N 0 -44 -4141 50.00 257 N89- 15 -19E 200.00 241 S Q- 44 -41E 380.82 139 589 -15 -198 229.70 43 S 0- 44 -41E 308.30 CURVE DELTA = 8 -21 -22 R = 242 N 9- 06 -03W 308.30 CLOSURE 816 -52 -5064 0.006 AREA = 98088.4 SQ. FT. 30361.3 SQ. FT. nra BLOCK NO. 81 LOT NO. 8 BLOCK NO, LOT NO. DISTANCE 261.43 237.17 134.53 182.33 0.003 SQ. FT. BLOCK NO. LOT NO. BLOCK NO. LOT NO. COURSE BEARING DISTANCE START- 241 257 N 0- 44 -41V 380.82 16 N89- 15 -19E 200.00 17 S 0- 44 -41E 30.00 18 822-57-30E 191.77 240 S19 -05 -1841 185.88 40 S 7- 43-31W 143.51 CURVE DELTA = 8 -28 -12 R = 138 N 0 -44 -4164 143.51 241 S89 -15 -1941 188.30 CLOSURE N21- 15 -I0E 0.007 AREA = 89760.7 SQ. FT. 81 TRAVERSE CALCULATION AND ANALYSIS MYRON ESTATES NO. 8 - DESIGN SERVICES - JUNE 13, 197? 81 Bi 9 10 TRAVERSE CALCULATION AND ANALYSIS MYRON ESTATES H0. 8 - DESIGN SERVICES - JUNE 13, 1977 11 TRAVERSE CALCULATION AND ANALYSIS MYRON ESTATES N0. 8 - DESIGN SERVICES - JUNE 13, 1977 BLOCK NO. 81 LOT NO. 12 TRAVERSE CALCULATION AND ANALYSIS MYRON ESTATES NO. 8 - DESIGN SERVICES - JUNE 13, 1977 BLOCK NO. 81 LOT NO. 13 TRAVERSE CALCULATION AND ANALYSIS MYRON ESTATES NO. 8 - DESIGN SERVICES - JUNE 13, 1977 BLOCK NO. 81 LOT NO. 14 COURSE BEARING DISTANCE START- 240 18 N19- 05 -18E . 185.88 19 N89- 15 -19E 205.00 239 $ 1- Q4 -11E 137.34 26 518- 42 -42E 250.00 CURVE DELTA = 26 -17 -04 R = 133 N44 -59 -4614 250.00 134 545- 00 -14W 58.72 135 N44 -59 -4647 20.00 CURVE DELTA = 90 -00 -00 R = 136 545-00 -146) 20.00 137 N44 -59 -4641 27.96 40 S45 -00 -1444 143.51 CURVE DELTA = 37 -16 -43 R = 240 N 7- 43 -31E 143.51 CLOSURE S 9- 34 -55f 0.003 COSINE SINE 0.93331263 0.35906480 0.35906480 0.93331263 0.91170428 0.41084705 0.93842439 0.3454846? 425.000 L = 166.363 0.99925171 0.03867847 COSINE 0.91170432 0.20706749 0.93842436 0.34548475 AREA = AREA = AREA = AREA = AREA = AREA = SINE 0.41084697 0.97832666 0.34548475 0.93842436 COSINE SINE 0.93842439 0.34548467 0.78870567 0.61477099 0.7526511? 0.65841949 0.83431639 0.55128592 0.55128599 0.83431634 279.750 L = 177.400 T = 0.93842436 0.34548475 0.34548475 0.93842436 COSINE SINE 0.75265122 0.65841942 0.96175723 0.27390334 0.71623761 0.69785649 0.92078875 0.39006163 0.01299741 0.99991553 0.98741150 0.15817244 0.98741150 0.15817244 308.300 L = 255.288 T 0.55128599 0.83431634 0.83431639 0.55128592 AREA = 3.07326 ACRES COSINE SINE 0.98741152 0.15817235 0.88269934 0.46993815 0.99991553 0.01299741 0.01299741 0.99991553 0.99991553 0.01299750 0.01299750 0.99991553 0.99991553 0.01299750 308.300 L = 44.963 T = 0.98741152 0.15817235 COSINE SINE 0.99991553 0.01299741 0.01299741 0.99991553 0,99991553 0.01299750 0.92078875 0.39006163 0.94501553 0.32702547 0.99092399 0.13442336 143.510 L = 21.215 T = 0.99991553 0,01299741 0.01299750 0.99991553 COSINE SINE 0.69700 ACRES 0.88133 ACRES 0.85580 ACRES 1.25453 ACRES 2.25180 ACRES 2.06062 ACRES 0.94501550 0.32 ?02555 0.01299741 0.99991553 0.99982572 0.01866910 0.94714497 0.32080587 250.000 L = 114.688 T = 0.70715483 0.70705873 0.70705879 0.70715477 0.70715483 0.70705873 20.000 L = 31.416 T 0.70705879 0.70715477 0.70715483 0.70 705873 0.70705879 0.70715477 143.510 L = 93.373 0.99092398 0.13442345 _ LATITUDE 211.414 52.783 - 238.347 398.830 84.260 CH = - 424.682 0.002 LATITUDE 238.34? - 49.110 - 126.246 - 62.992 0.002 LATITUDE 126.246 222. 163 - 142.673 - 72.936 154.222 91.797 CH - - 262.524 - 24.502 0.003 LATITUDE 263.097 129.087 156.806 - 176.580 2.664 - 156.248 - 304.419 135.475 CH = 169.961 - 84.366 -0.003 LATITUDE 156.248 178.791 49.996 2.599 - 380.788 -2.986 - 308.274 22.521 CH 304.419 -0.006 LATITUDE 380.788 2.599 - 29.997 - 176.580 - 175.659 - 142.208 10.62? CH = 143.498 -2.447 0.006 LATITUDE 175.659 2.664 - 137.316 - 236.786 58.371 CH = 176.789 - 41.518 14.143 20.000 CH = - 14.141 19.772 - 101.470 48.406 CH = 142.208 -0.003 DEPARTURE - 81.335 137.197 107.408 - 146.831 165. 303 - 16.438 -0. 000 DEPARTURE - 107.408 232.030 46.478 - 171.103 0. 003 DEPARTURE - 46.478 173.169 124.810 - 48. 193 -233. 400 174.442 96.649 - 66.553 -0.004 DEPARTURE - 230.157 36. 763 152.782 74.802 204.983 25. 029 48. 765 248. 058 - 257.220 -55. 746 - 0.001 DEPARTURE - 25.029 95.186 -0.650 199.983 4.950 -229.681 4.007 44. 923 - 48.765 -0. 002 • DEPARTURE -4.950 199. 983 0.390 74.802 - 60.787 - 19.291 21.196 -1.865 - 188.284 0.002 DEPARTURE 60.788 204.983 2.564 80.201 113.685 - 176. 765 - 41.524 - 14.141 28. 284 - 14.143 -19. 769 - 101.484 91.734 19.291 -0.001 C 0 O R D NORTH 7404.407 7615.821 7668.603 7430.256 7829.08? A = 895.933 7404.405 C 0 O R D NORTH 7493.249 7619.496 7841.658 7698.986 7626.050 7780.272 A = 1629.935 7517.748 7493.246 A = C O O R D NORTH 7925.811 8101.471 8104.135 7966.819 7730.033 A = - 497.572 7906 .822 7865.303 ?879.446 A = 114.159 7865.305 7885.077 7783.607 - 462.804 7925.815 C 0 0 R D I NORTH 7698.988 7962.085 8091. 172 8247.978 8071 .398 8074.063 7917.815 7613.396 A = - 4345.478 7703.357 7698.991 C 0 0 R D NORTH 7924 .654 8305.442 8308.042 8278.044 8101.464 7925.805 7783.598 - 5.538 7927.095 7924.648 I N A T E S EAST 5441.03 5359.702 5496.899 • 5604.306 5457.475 C O O R D I N A T E S NORTH EAST 7430.258 5604.306 7668.605 5496.898 7619.495 5728.928 7493.249 5775.406 7430.256 5604.303 I N A T E S EAST 5775.406 5728.927 5902.096 6026.906 5978.713 5745.313 H A T E S EAST 6026.904 5796.747 5833.511 5986.292 6061.094 6266.077 6291.106 6339.871 5441.037 5841.962 5775.409 6082.651 6026.905 C O O R D I N A T E S NORTH EAST 7917.814 6291.107 8074.062 6266.078 8252.853 6361.264 8302.848 6360.614 8305.448 6560.597 7924.660 6565.547 7921.674 6335.867 7613.401 6339.874 - 24.544 7917.819 6291.109 I N A T E S EAST 6565.548 6560.598 6760.581 6760.971 6835.773 6774.985 6755.694 6753.829 6565.545 I N A T E S EAST 6774.986 6835.773 7040.756 7043.320 7123.521 6946.757 6905.232 6891.091 6876.948 6857.179 6755.695 6774.986 F 1 ilf FI AREA = 46027.6 SQ. FT. TRAVERSE CALCULATION AND ANALYSIS MYRON ESTATES NO. 8 - DESIGN SERVICES - JUNE 13, 1977 BLOCK N0. 81 LOT NO. 15 COURSE BEARING DISTANCE START- 239 19 N 1- 04 -11W 137.34 258 N21- 28 -08E 11.02 238 H88- 55 -49E 275.19 129 S 1- 04 -11E 115.76 130 588- 55 -49W 20.00 CURVE DELTA = 90 -00 -00 R = 131 S 1- 04 -11E 20.00 132 S88- 55 -491i 183.65 26 S 1- 04 -11E 250.00 CURVE DELTA = 17 -38 -31 R = 239 N18- 42 -42W 250.00 CLOSURE 580- 00 -35E 0.003 AREA = 38120.0 SO. FT. TRAVERSE CALCULATION AND ANALYSIS MYRON ESTATES NO. 8 - DESIGN SERVICES - JUNE 13, 1977 COURSE BEARING START- 238 258 S88 -55 -496 20 N21- 28 -08E 21 N 0- 44 -41W 22 N67- 25 -40E 238 S 1- 04 -11E BLOCK H0. LOT NO. DISTANCE 275.19 180.75 30.00 221.13 278.00 CLOSURE N44 -57 -236 0.004 AREA = 54671.3 SQ. FT. TRAVERSE CALCULATION AND ANALYSIS MYRON ESTATES NO. 8 - DESIGN SERVICES - JUNE 13, 1977 COMPLETION OF BLOCK H0. 81 BLOCK AREA 960759.8 SQ.FT. 22.05601 ACRES TRAVERSE CALCULATION AND ANALYSIS MYRON ESTATES NO. 8 - DESIGN SERVICES - JUNE 13, 1977 BLOCKLINE AROUND BLOCK 2 LOTS 1 - 36 BLOCK NO. COURSE BEARING DISTANCE START- 160 81 N 0 -34 -0114 461.94 82 N89- 25 -59E 20.00 CURVE DELTA = 95 -09 -20 R = 83 N 4- 35 -19E 20.00 84 585- 24 -41E 335.27 52 S 4 -35 -196 275.00 CURVE DELTA = 2 -02 -09 R = 85 N 6- 37 -28E 275.00 86 S 6 -37 -286 20.00 CURVE DELTA = 100 -09 -51 R = 8? 573- 12 -41E 20.00 88 S16 -4? -198 97.71 61 573- 12 -41E 225.00 CURVE DELTA = 22 -22 -51 R = 90 S84 -24 -2841 225.00 62 $44- 15 -06E 45.00 CURVE DELTA = 292 -09 -48 R = 91 H23- 35 -06E 45.00 61 H85- 46 -01E 1775.00 CURVE DELTA = 21 -01 -18 R = 93 N73 -12 -4114 175.00 94 H16- 47 -19E 101.71 95 573- 12 -41E 20.00 CURVE DELTA = 90 -00 -00 R = 96 N16- 47 -19E 20.00 97 $?3- 12 -41E 122.91 49 N16- 47 -19E 475.00 CURVE DELTA = 37 -00 -00 R = 98 520- 12 -41E 475.00 99 H69- 4 ? -19E 253.25 46 N20- 12-416 329.75 CURVE DELTA = 36 -20 -00 R = 100 556- 32 -41E 329.75 101 1433- 27 -19E 188.54 43 556- 32 -41E 258.30 CURVE DELTA = 55 -48 -00 R = 102 H 0- 44 -41W 258.30 103 1489- 15 -19E 418.00 40 5 0- 44 -41E 9 CURVE DELTA = 45 -44 -55 R = 104 N45- 00 -14E 93.51 105 544- 59 -46E 27.96 106 845 -00 -146 20.00 CURVE DELTA = 90 -00 -00 R = 107 544 -59 -46E 20.00 108 S45 -00 -146 86.58 29 H44 -59 -466 270.00 CURVE DELTA = 18 -20 -20 R = 109 526- 39 -26E 270.00 110 563 -20 -346 251.22 32 526- 39 -26E 380.00 CURVE DELTA = 31 -53 -46 R = 111 N58 -33 -126 380.00 112 531- 26 -486 171.23 35 H58 -33 -126 1445.39 CURVE DELTA = 3 -52 -55 R = 113 554- 40 -17E 1445.39 114 S35 -19 -436 41.72 115 N54 -40 -176 20.00 CURVE DELTA = 90 -00 -00 R = 116 535 -19 -436 20.00 11 N54 -40 -176 18.00 66 535- 19 -43W 255.00 CURVE DELTA = 31 -52 -55 R = 118 N 3- 26 -48E 255.00 119 H86 -33 -1214 142.65 69 S 3 -26 -486 608.68 CURVE DELTA = 11-21-18 R = 120 H 7 -54 -306 608.68 70 846- 33 -466 45.00 CURVE DELTA = 292 -27 -45 R = 121 565 -53 -59E 45.00 69 S 7- 45 -02E 558.68 CURVE DELTA = 11 -11 -50 R = 122 N 3 -26 -48E 558.68 123 586- 33 -12E 142.65 66 S 3- 26 -48W 205 CURVE DELTA = 31 -52 -55 R = 124 H35- 19 -43E 205.00 125 554- 40 -17E 18.00 126 535 -19 -436 20.00 81 B2 16 COSINE 0.01866910 0. 93061641 0.99991553 0.38384762 0.99982572 AREA = COSINE SINE 0.99982572 0.01866901 0.93061641 0.36599603 0.01866901 0.99982572 0.99982572 0.01866910 0.01866910 0.99982572 20.000 L = 31.416 T 0.99982572 0.01866910 0.01866910 0.99982572 0.99982572 0.01866910 250.000 L = 76.977 T 0.94714500 0.32080579 AREA = SINE 0.99982572 0.36599603 0.01299741 0.92339645 0.01866910 TOTAL LOT AREA = COSINE SINE 1.05665 ACRES 0.87511 ACRES AREA = 1.25508 ACRES 0.99995105 0.00989481 0.00989481 0.99995105 20.000 L = 33.216 T 0.99679479 0.08000086 0.08000078 0.99679480 0.99679480 0.08000078 275.000 L = 9.771 T = 0.99332363 0.11536102 0.99332364 0.11536094 20.000 L = 34.964 T 0.28884149 0.95737693 0.95737693 0.28884149 0.28884143 0.95737693 225.000 L = 87.889 T = 0.09744781 0.99524064 0.71628164 0.69781130 45.000 L = 229.465 T 0.91646748 0.40010918 0.07381349 0.99727206 175.000 L = 64.207 T 0.28884157 0.95737691 0.95737691 0.28884157 0.28884149 0.95737693 20.000 L = 31.416 0.95737691 0.28884157 0.28884149 0.95737693 0.95737691 0.28884157 475.000 L = 306.742 T = 0.93842436 0.34548475 0.34548467 0.93842439 0.93842439 0.34548467 329.750 L = 209.106 T = 0.55128592 0.83431639 0.83431634 0.55128599 0.55128592 0.83431639 258.300 L = 251.557 T = 0.99991553 0.01299741 0.01299741 0.99991553 0.9999155 0.01299750 93.510 L = 74.664 T = 0.70705873 0.70715483 0.70715477 0.70705879 0.70705879 0.70715477 20.000 L = 31.416 T = 0.70715477 0.70705879 0.70705079 0.70715477 0.70715483 0.70705873 270.000 L = 56.420 T = 0.89370660 0.44865188 0.44865188 0.89370660 0.89370660 0.44865188 380.000 L= 211.543 T 0.52170473 0.85312612 0.85312616 0.52170465 0.52170473 0.85312612 1445.390 L = 97.929 T = 0.57826509 0.81584894 0.81584894 0.57826509 0.57826516 0.81584889 20.000 L = 31.416 T = 0.81584894 0.57826509 0.57826516 0.81584889 0.81584894 0.57826509 255.000 L = 141.893 T = 0.99819119 0.06011148 0.06011948 0.99819119 0.99819119 0.06011940 608.680 L = 120.629 T = 0.99048947 0.13758853 0.68755939 0.72612814 45.000 L = 229.700 T = 0.40833488 0.91283220 0.99086459 0.13486055 558.680 L = 109.182 0.99819119 0.06011948 0.06011940 0.99819119 0.99819119 0.06011940 205.000 L = 114.071 0.81584889 0.57826516 0.57826509 0.81584894 0.81584894 0.57826509 LATITUDE 137,316 10.255 5.138 - 115.740 -0.373 = 20.000 CH = - 19.997 . -3.429 - 249.956 = 38.796 CH = 236.786 - 0.001 LATITUDE -5.138 168.209 29.997 84.880 - 277.952 0.002 960759.5 S11.FT. 22.05600 ACRES LATITUDE 461.917 0.198 21.886 CH = 19.936 - 26.822 - 274.119 4.886 CH = 273.164 - 19.866 23.905 CH = -5.777 - 93.545 - 64.989 44.512 CH = - 21.926 - 32.233 - 30.260 CH = 41.241 12.917 32.469 CH = 50.54? 97.375 -5.777 20.000 CH = 19.148 - 35.502 454.754 158.933 CH = - 445.752 87.494 309.445 108.204 CH = - 181.787 157.302 - 142.397 136.763 CH 258.278 5.433 - 93.502 39.451 CH = 66.117 - 19.772 - 14.141 20.000 CH = - 14.143 - 61.217 190.932 43.583 CH = - 241.301 '- 112.710 - 339.609 108.590 CH = 198.248 - 146.001 754.067 48.983 CH = - 835.819 - 34.037 11.565 20.000 CH = - 16.317 10.409 - 208.041 72.836 CH = 254.539 8.576 - 607.579 60.513 CH = 602.891 - 30.940 - 30.089 CH = - 18.375 - 553.576 54.765 CH = 557.669 -8.576 - 204.629 58.554 CH = 167.249 - 10.409 - 16.317 DEPARTURE -2.564 4.033 275.142 2. 161 -19. 997 28. 284 0.373 - 18+.618 4.667 76.673 80.201 0. 003 DEPARTURE - 275.142 66.154 - 0..390 204. 191 5.190 -0.002 DEPARTURE -4.571 19. 999 29. 528 1.600 334. 195 -22.000 9.770 31.724 -2.307 30.679 19. 148 - 28.223 215.410 87.332 - 223.929 31.402 50. 221 18. 005 174.523 63.847 - 167.541 29.378 19.148 28.284 5.777 117.671 137.200 301.439 164.105 237.656 - 113.924 205.620 275. 116 103.939 215.504 241.732 -3. 357 417.965 1.215 72.697 66. 126 19.769 -14. 143 28.284 14.141 -61.225 - 190. 906 86.052 121.136 -224.517 170. 488 208. 822 - 324.188 - 89.331 - 1233.100 97.910 1179. 220 - 24.125 - 16.317 28.204 - 11.565 - 14.685 - 147.458 140.070 15.330 - 142.392 - 36.593 120.431 - 83.747 - 32.676 50. 026 41.077 75.344 109.009 33. 588 142.392 - 12.324 112.605 118.544 14.685 - 11.565 C O O R D I N A T E S NORTH 7966.816 8104.132 8114.388 8119.525 8003.785 8003.412 A = 114.159 7983.415 7979.987 7730.030 A = - 151.325 7966.817 C O O R D I NORTH 8119.524 8114,387 8282.596 8312.593 8397.473 8119.522 C O O R D I N A T E S NORTH 6978.441 7440.358 7440.556 A = 132.965 7460.492 7433.670 7159.551 A = 0.283 7432.715 7412.849 A = 152.778 7407.072 7313.527 7248.537 A = - 249.535 7226.612 7194.379 A = - 6100.641 7235.620 7248.537 A = 125.200 7299.085 7396.460 7390.683 A = 114.159 7409.830 7374.329 7829.083 A = - 4958.878 7383.331 7470.825 7780.271 = - 2264.645 7598.484 7755.786 7613,389 A = 4897.606 7871.667 7877.100 7783.598 A = 359.291 7849.715 7829.943 7815.802 A = 114.159 7801 .659 7740.442 7931.373 198.186 7690.073 7577.362 7237.754 A = -2044.086 7436.002 7289.921 8043.988 A = 54.134 7208.169 7174.132 7185.697 A = 114.159 7169.380 7179.789 6971.747 A = - 919.262 7226.286 7234.862 6627.283 A = - 239.848 7230.174 7199.234 A = - 6103.920 7180.859 6627.283 A = 193.767 7184.952 7176.376 6971.747 A = 594.110 7138.996 7128.587 71 EAST 7043.320 7040.756 7044.789 7319.931 7322.092 7302.095 7302.469 7118.851 7123.518 7043.317 H A T E S EAST 7319.933 7044.791 7110.945 7110.555 7314.746 7319.936 EAST 4750.864 4746.294 4766.293 4767.893 5102.088 5080.088 5111.812 5109.505 5128.652 5100.430 5315.840 5091.910 5123.312 5141.317 5315.839 5148.299 5177.677 5196.824 5202.601 5320.272 5457,472 5621,577 5859.233 5745,310 6020.425 6124.365 6339.869 6336.512 6754.476 6755.692 6821.818 6841.587 6827.444 6841.585 6780.360 6589.454 6710.590 6486.073 6656.561 6332.373 6243.041 5009.941 6189.161 6165.036 6148.719 6137.154 6122.468 5975.011 5990.341 5847.949 5811.356 5727.608 5694.933 5736.010 5811.354 5844.941 5987.333 5975.009 6093.553 6106.239 6096.673 11 CURVE DELTA = 90-00-00 R = 121 554- 40 -17E 20.00 128 835 -19 -434{ 130.05 160 589- 16 -494J 1287.03 CLOSURE H59- 54 -54E 0.007 AREA = 823691.1 SQ. FT. TRAVERSE CALCULATION AND ANALYSIS NYRON ESTATES NO. 8 - DESIGN SERVICES - JUNE 13, 1977 COURSE BEARING START- 160 170 N 0 -34 -010 212 N89- 25 -59E 210 S 0- 34 -01E 160 589- 16 -49W CLOSURE 511-12-010 0.003 AREA = 50301.2 SQ. FT. BLOCK NO. LOT NO. DISTANCE 265.00 190.00 264.49 190.00 BLOCK N0. 82 LOT N0. COURSE BEARING DISTANCE START- 170 81 N 0 -34 -010 196.94 82 N89- 25 -59E 20.00 CURVE DELTA = 95 -09 -20 R = 83 N 4- 35 -19E 20.00 171 585- 24 -41E 209.05 212 510 -50 -591 202.08 170 S89- 25 -59W 190.00 CLOSURE N 9- 54 -28V 0.008 AREA = 43878.3 SQ. FT. BLOCK N0. B2 LOT NO. 3 COURSE BEARING DISTANCE START- 171 84 685- 24 -41E 126.22 52 8 4 -35 -1961 275.00 CURVE DELTA = 2 -02 -09 R = 85 N 6- 37 -28E 275.00 86 S 6 -37 -2843 20.00 CURVE DELTA = 100 -09 -51 R = 87 573- 12 -41E 20.00 88 816 -47 -1961 97.71 61 573- 12 -41E 225.00 CURVE DELTA = 14 -16 -32 R = 89 H87 -29 -1361 225.00 213 N87- 29 -13W 149.20 171 1410 -50 -59E 182.08 CLOSURE S 9 -24 -3764 0.003 AREA = 26860.7 SQ. FT. BLOCK N0. LOT N0. COURSE BEARING DISTANCE START- 89 61 887- 29 -13E 225.00 CURVE DELTA = 8 -06 -19 R = 90 S84 -24 -280 225.00 62 S44- 15 -06E 45.00 CURVE DELTA = 95 -22 -14 R = 172 S40 -22 -400 45.00 211 S58 -32 -5961 180.70 212 M 0 -34 -018 179.49 213 N10- 50 -59E 20.00 89 587- 29 -13E 149.20 CLOSURE N47- 05 -29E 0.007 AREA = 22229.0 SQ. FT. BLOCK N0. LOT N0. COURSE BEARING DISTANCE START- 172 62 1140- 22 -40E 45.00 CURVE DELTA = 67 -29 -53 R = 173 527- 07 -13E 45.00 209 S2 ?- Q7 -13E 190.85 210 589.16 -490 290.00 211 11 0 -34 -010 85.00 172 1158-32 -59E 180.70 CLOSURE N36- 42 -59W 0.004 AREA = 36014.7 SQ. FT. BLOCK NO. LOT N0. COURSE BEARING DISTANCE START- 209 173 N27 -07 -136! 190.85 62 N27 -07 -134 45.00 CURVE DELTA = 59 -06 -00 R = 92 S86- 13 -13E 45.00 216 $86- 13 -13E 182.74 214 8.14- 02 -58E 60.00 208 S 0- 43 -11E 135.00 209 589 -16 -490 136.00 CLOSURE S35 -18 -1848 0.004 AREA = 36083.9 SQ. FT. 82 1 B2 82 82 20.000 L = 31.416 T = 0.57826509 0.81584894 0.81584894 0.57826509 0.01256120 0.99992110 2 4 5 6 COSINE 0. 99995105 0.00989481 0. 99995104 0.01256120 AREA = 18.90935 ACRES AREA = 0.00989481 0.99995105 0.00989490 0.99992110 TRAVERSE CALCULATION AND ANALYSIS NYRON ESTATES N0. 8 - DESIGN SERVICES - JUNE 13, 1977 COSINE SINE 0.99995105 0.00989481 0.00989481 0.99995105 20.000 L = 33.216 T = 0.99679479 0.08000086 0.08000078 0.99679480 0.98212427 0.18823368 0.00989490 0.99995104 AREA = TRAVERSE CALCULATION AND ANALYSIS MYRON ESTATES NO. 8 - DESIGN SERVICES - JUNE 13, 1977 0.08000078 0.99679480 0.99679480 0.08000078 275.000 L = 9.771 T = 0.99332363 0.11536102 0.99332364 0.11536094 20.000 L = 34.964 T = 0.28884149 0.95737693 0.95737693 0.28884149 0.28884149 0.95737693 225.000 L = 56.060 T = 0.04384711 0.99903825 0.04384711 0.99903825 0.98212425 0.18823376 COSINE SINE SINE AREA = 0.61664 ACRES TRAVERSE CALCULATION AND ANALYSIS NYRON ESTATES N0. 8 - DESIGN SERVICES - JUNE 13, 1977 COSINE SINE 1.15476 ACRES 1.00731 ACRES 0.04384702 0.99903826 225.000 L = 31.829 T = 0.09744781 0.99524064 0.71628164 0.69781130 45.000 L = 74.904 T = 0.76178963 0.64782448 0.52175844 0.85309327 0.99995105 0.00989481 0.98212425 0.18823376 0.04384702 0.99903826 AREA = 0.51031 ACRES TRAVERSE CALCULATION AND ANALYSIS MYRON ESTATES N0. 8 - DESIGN SERVICES - JUNE 13, 1977 COSINE SINE 0.76178958 0.64782455 45.000 L = 53.013 T 0.89005152 0.45585995 0.89005152 0.45585995 0.01256120 0.99992110 0.99995105 0.00989461 0.52175837 0.85309332 AREA = 0.82678 ACRES TRAVERSE CALCULATION AND ANALYSIS MYRON ESTATES N0. 8 - DESIGN SERVICES - JUNE 13, 1977 COSINE SINE 0.89005156 0.45585987 0.89005156 0.45585987 45.000 L = 46.417 T = 0.06592075 0.99782486 0.06592075 0.99782486 0.97008659 0.24275915 0.99992110 0.01256120 0.01256120 0.99992110 AREA = 0.82837 ACRES 20.000 CH = - 11.565 - 106.101 - 16.167 0.003 LATITUDE 264.987 1.880 - 264.477 -2.387 - 0.003 LATITUDE 196.930 0.198 21.886 CH 19.936 - 16.724 - 198.468 -1.880 0.008 LATITUDE - 10.098 - 274.119 4.886 CH = 273.164 - 19.866 23.905 CH = -5.777 - 93.545 - 64.989 28.176 CH = 9.866 6.542 178.825 -0.003 LATITUDE - 9.866 15.941 CH = - 21.926 -32.233 49.429 CH = - 34.281 - 94.282 179.481 19.642 -6.542 0.005 LATITUDE 34.281 = 30.067 CH = - 40.052 - 169.866 -3.643 $4.996 94.282 0.003 LATITUDE 169.866 40.052 25.512 CH = -2 .966 - 12.046 - 58.205 - 134.989 -1.708 -0.003 28.284 16.317 - 75.203 - 1286.928 0. 006 DEPARTURE -2.622 189. 991 2.617 - 189. 985 -0. 001 DEPARTURE -1.949 19.999 29. 528 1.600 208. 380 -38.038 -189. 991 -0.001 DEPARTURE 125,815 - 22.000 9.770 31.724 -2.307 30.679 19.148 - 28.223 215.410 55.916 - 224.784 -149.057 34.274 -0.000 DEPARTURE 224.784 31.802 -223.929 31.402 66.551 -29. 152 - 154.154 -1.776 3.765 149. 057 0. 005 DEPARTURE 29.152 50. 000 20.514 8 ?.001 -289.977 -0. 841 154.154 0.002 DEPARTURE - 87.001 - 20.514 44.387 44.902 182.343 14.566 1.696 -135. 989 -0.002 A = 114.159 7100.705 6994.604 697$.437 C 0 0 R D I NORTH 7243.428 7440.358 7440.556 A = 132.965 7460.492 7443.768 7245.300 7243.420 A A = A = C 0 0 R D I NORTH 7258.408 7248.543 - 11.931 7226.617 7194.384 A = - 677.282 7160.104 7065.822 7245.303 7264.946 7258.404 C O O R D I NORTH 7443.772 7433.674 7159.556 0.283 7432.720 7412.853 152.778 7407.076 7313.531 7248.542 - 65.050 7258.407 7264.949 7443.774 6112.990 6037.787 4750.858 C O O R D I N A T E S NORTH EAST 6978.441 4750.864 7243.428 4748.242 7245.308 4938.233 6980.831 4940.850 6978.444 4750.865 M A T E S EAST 4748 .242 4746.294 4766.293 4767.893 4976.273 4938.234 4748.244 N A T E S EAST 4976.271 5102.087 5080.086 5111.811 5109.503 5128.651 5100.428 5315.838 5091.054 4941.998 4976.272 H A T E S EAST 5091.059 5315.842 5091.913 5123.315 5094.163 4940,009 4938.233 4941.997 5091.054 C 0 O R D I N A T E S NORTH EAST 7160.104 5094.163 7194.385 5123.315 A = - 257.374 7154.333 5143.829 6984.466 5230.829 4980.824 4940.852 7065.819 4940.011 7160.101 5094.165 C O O R D I N A T E S NORTH EAST 6984.470 5230.827 7154.336 5143.826 7194.389 5123.313 A = - 175.593 7191.422 5168.215 7179.376 5350.557 7121.171 5365.123 6986.181 5366,819 6984.473 5230.829 1p 11 F!f Oft MYRON COURSE BEARING DISTANCE START- 92 62 H8 -13 -130 45.00 CURVE DELTA = 70 -11 -41 R = 91 N23- 35 -06E 45.00 61 1485- 46 -01E 175.00 CURVE DELTA = 21 -01 -18 R = 93 N 73 -12 -418 175.00 94 N16- 47-19E 101.71 95 573- 12 -41E 20.00 CURVE DELTA = 90 -00 -00 R 96 1416- 47 -19E 20.00 175 673- 12 -41E 102.00 216 614- 02 -58E . 207.20 92 N86 -13 -130 182.74 CLOSURE 586- 19 -11E 0.003 AREA = 35196.0 SQ. FT. COURSE BEARING DISTANCE START - 175 97 573- 12 -41E 20.91 49 N16- 47 -19E 475.00 CURVE DELTA = 13 -17 -54 R = 217 S 3-29-250 475.00 215 644- 21 -37E 171.75 216 675- 04 -25U 205.00 175 H14 -02 -5841 207.20 CLOSURE H82 -36 -540 0.001 AREA = 27219.8 SQ. FT. TRAVERSE CALCULATION IIYRON ESTATES N0. 8 - DESIGN COURSE START - 70 CURVE 198 207 208 214 216 196 202 CLOSURE N48- 34 -00E AREA = 46791.0 COURSE BEARING DISTANCE START- 198 70 N53- 06 -36E 45.00 CURVE DELTA = 71- 22 -34- R = 199 518- 15-58E 206 S 0- 43 -11E 207 689 -16 -4913 198 N53 -06 -36E CLOSURE N82- 41 -28E AREA = 31134.9 MYRON MYRON TRAVERSE CALCULATION AND ANALYSIS ESTATES N0. 8 - DESIGN SERVICES - JUNE 13, 1977 553 -06 -36th S53 -06 -3641 599- 16 -49U N 0 -43 -110 N14 -02 -5861 N ?5- 04 -25E 521 -43 -32E BLOCK NO. LOT NO. BLOCK HO. LOT NO. BLOCK NO. LOT NO. SEARING DISTANCE 202 821- 43 -32E 45.00 DELTA = 105 -09 -52 R = 45.00 309.00 45.00 135.00 60.00 329.59 25.00 0.004 SQ. FT. BLOCK N0. LOT N0. 45.00 166.02 299.34 309.00 0.001 SQ. FT. BLOCK HO. LOT NO. COURSE BEARING DISTANCE START- 196 215 575- 04 -250 124.59 217 1444 -21 -3744 171.75 49 14 3 -29 -25E 475,00 CURVE DELTA = 23 -42 -06 R = 98 620- 12 -41E 475.00 196 821 -43 -32E 128.17 CLOSURE 622- 36 -29E 0.004 AREA = 20163.0 SQ. FT. BLOCK HO. LOT N0. COURSE BEARING DISTANCE START- 202 98 N21- 43 -32W 153.17 177 1469- 47 -19E 95.00 193 620- 12 -41E 193.02 69 S 3- 11 -48E 608.68 CURVE DELTA = 4 -42 -42 R = 120 14 7- 54 -30U 608.68 70 546- 33 -46V 45.00 CURVE DELTA = 68 -17 -18 R = 202 N21 -43 -320 45.00 CLOSURE N.2- 56 -14E 0.002 AREA = 16157.7 SQ. FT. COURSE BEARING DISTANCE START- 193 1 77 N20 -12 -410 193.02 178 1469- 4 7-19E 100.00 218 620- 12 -41E 125.00 119 8 0- 06 -45E 98.54 69 8 3- 26 -48U 608.68 CURVE DELTA = 6 -38 -36 R = 193 N 11 -48W 608.68 CLOSURE N 5- 30 -22V 0.006 AREA = 19328.4 SQ. FT. 82 82 B2 82 7 82 0.06592084 45.000 L 0.91646748 0.07381349 175.000 L 0. 2888415? 0.95737691 0.28884149 20.000 L 0.95737691 0.28884149 0.97006659 0.06592084 0.28884149 0.95737691 475.000 L 0. 99814514 0.71495756 0.25757 786 0.97008661 0.92896756 45.000 L 0.60028065 0.60028065 0.01256120 0.99992111 0.97008661 0.25757778 0.92896756 10 0. 60028058 45.000 L 0.94961103 0.99992110 0.01256120 0.60028058 11 COSINE COSINE COSINE COSINE COSINE AREA = AREA = 0.25757786 0. 71495763 0. 99814514 475.000 L 0.93842436 0.92896756 AREA = SINE 0.99782486 55.131 0.40010918 0.99727206 = 64.207 T = 0.95737691 0.28884157 0.95737693 = 31.416 T = 0.28884157 0.95737693 0.24275915 0.99782486 TRAVERSE CALCULATION AND ANALYSIS MYRON ESTATES H0. 8 - DESIGN SERVICES - JUNE 13, 1977 SINE AND ANALYSIS SERVICES - JUNE 13, 1977 SINE 0.80799 0.95737693 0.28884157 110.247 T = 0.06087916 0 .6 99167 85 0.96625755 0.2427590? AREA = 0.62488 0.37016115 = 82.596 T = 0.79978943 0.79978943 0.99992110 0.01256112 0.24275907 0 .96625757 0.37016115 TRAVERSE CALCULATION AND ANALYSIS MYRON ESTATES NO. 8 - DESIGN SERVICES - JUNE 13, 1977 SINE 0.79978948 = 56.059 0.31343085 0.01256120 0.99992110 0.79978948 TRAVERSE CALCULATION AND ANALYSIS MYRON ESTATES N0. 8 - DESIGN SERVICES - JUNE 13, 1977 SINE 1 07417 0.71476 0.96625755 0.69916779 0.06087925 196.494 T 0.34548475 0.37016115 AREA = 0.46288 ACRES ACRES ACRES ACRES ACRES LATITUDE - 0.000 LATITUDE LATITUDE LATITUDE LATITUDE - 0.004 TRAVERSE CALCULATION AND ANALYSIS ESTATES N0. 8 - DESIGN SERVICES - JUNE 13, 1977 BLOCK N0. LOT N0. 82 B2 12 COSINE 0.92896759 0.34548467 0.93842436 0.99844401 608.680 L 0.99048947 0.68755939 45.000 L 0.92896759 13 COSINE 0.93842439 0.3454846? 0.93842436 0.99999807 0.99819119 608.680 L 0.99844401 AREA = SINE 0.37016107 0.93842439 0.34548475 0.05576343 50.054 T = 0.13758853 0.72612814 = 53.634 T -. 0.37016107 AREA = 0 TRAVERSE CALCULATION AND ANALYSIS ESTATES N0. 8 - DESIGN SERVICES - JUNE 13, 1977 SINE 0.34548467 0.93842439 0.34548475 0.00196351 0.06011940 70.575 0:055763 37093 T = 0.44372 ACRES ACRES 2,966 .623 CH = 41.241 12.917 32.469 CH = 50.54? 97.375 -5.777 20.000 CH 19.148 - 29.462 - 201.002 12.046 -6.040 454.754 55.373 CH = - 474.119 - 122.794 - 52.803 201 .002 0.000 -41 .804 58.820 CH = - 27.013 - 185.487 -0,565 134.989 58.205 84.895 - 23.224 0.003 27.013 32.322 CH = - 42.732 - 166.007 -3.760 185.487 0.000 - 32.092 122.794 474.119 99.673 CH = - 445.752 - 119.066 LATITUDE 142.290 32.821 - 181.135 - 607.733 25.041 CH 602.891 - 30.940 30.518 CH 41.804 0.002 LATITUDE 181.135 34.548 - 117.303 - 98.540 - 607.579 35.32? CH 607. ?33 0.006 DEPARTURE - •44.902 51.747 18.005 174.523 63.84? - 167.541 29. 378 19. 148 28.284 5.777 97.652 50.300 - 182.343 0. 003 DEPARTURE 20.019 137.200 110.000 - 28.918 120.082 - 198.083 -50. 300 -0.001 DEPARTURE 16.657 71.480 - 35.991 - 247.135 - 44.996 - 1.696 - 14.566 318.469 9.254 0. 003 DEPARTURE 35.991 52. 504 14.104 2.085 -299.316 24 ?.135 0,001 DEPARTURE - 120.386 -120.082 28.918 195. 096 164. 105 47.444 0.002 DEPARTURE - 56.698 89. 150 66. 685 33.942 = 50.039 - 83.74? - 32.676 50.515 - 16.657 0.000 DEPARTURE -66. 685 93.842 43.186 0.193 - 36.593 = 70.536 - 33.942 0. 001 C O O R D I N A T E S NORTH EAST 7191.419 5168.217 7194.385 5123.315 - 287.833 7235.626 " 5141.320 7248.543 5315.842 A = 125.200 7299.091 5148.301 7396.466 5177.679 7390.689 5196.827 A = 114.159 7409.836 5202.604 7380.374 5300.256 7179.372 5350.556 7191.419 5168.213 C O O R D I NORTH 7380.374 7374.335 7829.089 A = - 234.455 7354.970 7232.176 7179.372 7380.374 C O O R D I N A T E S NORTH EAST 7241.044 5678.279 7199.240 5694.936 A = - 881.165 7172.227 5658.945 6986.741 5411.810 6986.176 5366.814 7121.165 5365.118 7179.370 5350.553 7264.265 5669.022 7241.041 5678.276 C O O R D NORTH 7172.228 7199.240 A = - 301.839 7156.508 6990.501 6986.741 7172.227 C 0 O R D NORTH 7264.268 7232.176 7354.9970 7829.089 A = - 1319.649 7383.338 7264,272 A - A - C O O R D NORTH 7241 .044 7383.334 7416.155 7235.020 6627.287 - 17.163 7230.178 7199.238 - 266.084 7241.042 C 0 O R D NORTH 7235.022 7416.156 7450.705 7333.402 7234.862 6627.283 A = - 48.094 7235.016 H A T E S EAST 5300.256 5320.275 5457.475 5428.557 5548.639 5350.557 5300.257 I N A T E S EAST 5658.945 5694.936 5709.040 5711.126 5411 .809 5658 .944 I N A T E S EAST 5669.025 5548.639 5428.557 5457.474 5621 .580 5669.023 I N A T E S EAST 5678.279 5621.581 5710.731 5777.417 5811.359 5727.612 5694.936 5678.279 ! H A T E S EAST 5777.416 5710.731 5804.573 5847.759 5847.952 5811.359 5777.417 fif 11 MYRON MYRON CLOSURE S72 -21 -150 AREA = 24015.4 COURSE START - 182 228 226 181 CLOSURE 864- 40 -25g AREA = 16500.0 COURSE START - 185 234 232 184 TRAVERSE CALCULATION AND ANALYSIS ESTATES N0. 0 - DESIGN SERVICES - JUNE 13, 1977 BEARING 181 033- 27 -19E 856- 32 -41E S33 -27 -190 1456 -32 -4114 BEARING 184 N89- 15 -19E 5 0- 44 -41E 589 -15 -190 N 0 -44 -410 CLOSURE N54 -48 -5861 AREA = 13800.0 BLOCK HO. LOT N0. COURSE BEARING DISTANCE START- 178 99 N69- 47 -19E 58.25 46 020 -12 -4164 329.75 CURVE DELTA = 9 -00 -57 R = 179 $29- 13 -38E 329.75 219 $29 -13 -38E 160.00 218 S81 -53 -310 138.07 178 H2O -12 -410 125.00 CLOSURE N81- 42 -57E 0.003 AREA = 17020.2 8Q. FT. TRAVERSE CALCULATION AND ANALYSIS ESTATES N0. 8 - DESIGN SERVICES - JUNE 13, 1977 BLOCK NO. LOT NO. COURSE BEARING DISTANCE START- 179 46 N29 -13 -380 329.75 CURVE DELTA = 17 -34 -09 R = 180 S46- 47 -47E 222 S46- 47 -47E 221 S29 -53 -220 219 N84 -24 -048 179 N29 -13 -380 329.75 172.25 105.00 74.82 160.00 0.001 SQ. FT. TRAVERSE CALCULATION AND ANALYSIS MYRON ESTATES N0. 8 - DESIGN SERVICES - JUNE 13, 1977 BLOCK NO. LOT N0. COURSE BEARING DISTANCE START- 180 46 046- 47 -47U 329.75 CURVE DELTA = 9 -44 -54 R = 100 556- 32 -41E 329.75 181 033- 27 -19E 45.00 226 856- 32 -41E 165.00 222 S33- 27-1961 130€.00 180 N46 -47 -4741 172.25 CLOSURE 985- 47 -20E 0.002 AREA = 19201.7 SQ. FT. TRAVERSE CALCULATION MYRON ESTATES N0. 8 - DESIGN BLOCK NO. LOT N0. DISTANCE 100.00 165.00 100.00 165.00 0.000 SQ. FT. TRAVERSE CALCULATION AND ANALYSIS MYRON ESTATES N0. 8 - DESIGN SERVICES - JUNE 13, 1977 BLOCK NO, LOT N0. COURSE BEARING DISTANCE START- 182 101 033- 27 -19E 43.54 43 $56- 32 -41E 258.30 CURVE DELTA = 13 -42 -22 R = 259 042 -50 -1941 258.30 229 842- 50 -19E 186.66 228 554 -50 -4343 64.99 182 N56 -32 -4143 165.00 CLOSURE S34- 52 -03E 0.003 AREA = 14888.1 SQ. FT. TRAVERSE CALCULATION AND ANALYSIS MYRON ESTATES HO. 8. - DESIGN SERVICES - JUNE 13, 1977 BLOCK NO. LOT N0. COURSE BEARING DISTANCE $TART- 259 43 542- 50 -19E 258.30 CURVE DELTA = 26 -57 -59 R = 183 N15 -52 -2041 258.30 231 824- 19 -25E 175.95 229 854 -50 -4361 61.81 259 N42 -50 -190 186.66 CLOSURE 083 - 06-501 0.004 AREA = 16845.9 SQ. FT. TRAVERSE CALCULATION AND ANALYSIS MYRON ESTATES H0. 8 - DESIGN SERVICES - JUNE 13, 1977 BLOCK NQ. LOT NO. COURSE BEARING DISTANCE START- 183 43 815- 52 -20E 258.30 CURVE DELTA = 15 -07 -39 R = 102 N 0 -44 -4114 258.30 184 089- 15 -19E 50.00 232 S 0- 44 -41E 138.00 231 S54- 50 -43d 57.00 183 1624 -19 -250 175.95 CLOSURE H17 -56 -400 0.001 AREA = 13352.2 SQ. FT. TRAVERSE CALCULATION MYRON ESTATES N0. 8 - DESIGN BLOCK NO. LOT NO. DISTANCE 100.00 138.00 100.00 138.00 0.000 SQ. FT. B2 82 82 16 AND ANALYSIS SERVICES - JUNE 13, 1977 82 82 18 82 02 82 14 0.34548467 0.93842439 329.750 L 0.87269018 0.87269018 0.14104044 0.93842439 15 0.87269023 329.750 L 0. 68459304 0.68459304 0. 86698858 0.09756 367 0.87269023 0.68459310 0.72892543 329.750 L = 56.104 0.55128592 0.83431639 0.83431634 0.55128599 0.55128592 0.83431639 0.83431639 0.55128592 0.68459310 0.72892543 17 19 20 21 COSINE COSINE COSINE SINE COSINE 0.83431634 0.55128592 0. 83431639 0.55128599 COSINE 0.83431634 0. 55128592 258.300 L 0.73327188 0.73327182 0.57578640 0. 55128599 COSINE SINE 0.73327182 0.67993561 258.300 L = 121.570 0.9618 ?404 0.27349285 0.91123361 0.41188992 0.57578640 0.81760016 0.73327188 0.67993555 COSINE AREA = AREA = AREA = COSINE AREA = 0.96187401 258.300 L 0,99991553 0.01299741 0.99991553 0.57578640 0.91123365 0. 01299741 0.99991553 0.01299750 0.99991553 AREA = AREA = SINE 0.93842439 0.3454846? 51.888 0.48827435 0.48827435 0.99000384 0.34548467 SINE 0.48827428 101.115 0.72892549 0.72892549 0.49832801 0.99522928 0.48827428 SINE 0.55128599 0.83431639 0.55128592 0.83431634 SINE 0.55128599 0.83431639 = 61.790 0.67993555 0.67993561 0.81760016 0.83431634 SINE 0.27349293 68.198 0.01299741 0.99991553 0.01299750 0.81760016 0.41188984 AND ANALYSIS SERVICES - JUNE 13, 19 ?7 SINE 0.99991553 0.01299750 0.99991553 0.01299741 0. 39073 0.55132 AREA = 0.44081 0. 37879 0.34178 AREA = 0.38673 0.30652 20.124 309.445 T = 25.998 CH - 287.770 - 139.630 - 19.473 117.303 ACRES 287.770 T = 50.957 CH - 225.745 - 117.921 - 91.034 7.300 139.630 ACRES ACRES ACRES ACRES ACRES 0.31680 ACRES LATITUDE 0.000 LATITUDE ACRES -0.000 LATITUDE 225.745 T = 28.120 CH - 181.787 37.544 - 90.962 - 108.461 117.921 -0.000 LATITUDE 83.432 - 90.962 - 83.432 90.962 -0.000 LATITUDE 36.326 - 142.397 T = 31.043 CH 189.404 - 136.873 - 37.420 90.962 -0.002 LATITUDE - 189.404 T = 61.932 CH 248.452 - 160.332 - 35.589 136.873 0.000 LATITUDE - 248.452 T = 34.290 CH 258.278 0.650 - 137.988 - 32.820 160.332 0.001 LATITUDE 1.300 - 137.988 -1.300 137.988 0.000 DEPARTURE 54.663 - 113.924 - 51.835 161.008 78.124 - 136.690 - 43.186 0.003 DEPARTURE - 161.008 100.718 240. 363 125.557 - 52.324 - 74.463 - 78.124 -0.001 DEPARTURE - 240.363 56.037 275.116 24.808 137. 662 - 71.667 - 125.557 0.002 DEPARTURE 55.129 137.662 -55. 129 -137. 662 -0. 000 DEPARTURE 24. 003 215.504 61.642 -175.627 126.917 - 53.136 - 137.662 0.002 DEPARTURE 175.627 120.450 -70. 643 72.472 - 50. - 126.917 0. 004 DEPARTURE 70.643 = 68.000 -3.357 49.996 1.794 - 46.603 -72. 472 - 0.000 DEPARTURE 99.992 99.992 1 .794 - -1.794 -0.000 C O O R D NORTH 7450.707 7470.831 7780.277 - 35.262 7492.507 7352.876 7333.403 7450.706 C O O R D NORTH 7492.507 7780.277 - 260.035 7554.532 7436.611 7345.577 7352.877 7492.507 C O O R D I NORTH 7554.531 7780.276 A = - 44.564 7598.489 7636.034 7545.071 7436.610 7554.531 C O Q R D NORTH 7719.466 7755.792 7613.395 A = 75.893 7802.799 7665.926 7628.506 7719.468 C 0 0 R 0 I NORTH 7802,799 7613.395 A = 573.267 7861 .647 7701.515 7665.926 7802.798 C O O R D NORTH 7861.847 7613.395 A = 10 €.974 7871.673 7872. 323 7734.334 7701.515 7861.846 NORTH 7872.323 7873.623 7735.634 7734.334 7872.323 I N A T E S EAST 5804.573 5859.236 5745.312 5906.321 5984.445 584 ?.755 5804.569 I N A T E S EAST 5906.321 5745.313 5985.676 6111 .233 6058.909 5984.446 5906.322 H A T E S EAST 5985.675 5745.312 6020.428 6045 .236 6182.898 6111.231 5985.673 C O O R D I N A T E S NORTH EAST 7636.034 6045.236 7719.466 6100.365 7628.504 6238.027 7545.072 6182.898 7636.034 6045.236 I N A T E S EAST 6100.365 6124.368 6339.872 6164.244 6291.161 6238.025 6100.363 NA T E S EAST 6164.244 6339.872 6269.228 6341.700 6291.165 6164.248 I N A T E S EAST 6269.228 6339.871 6336.514 6386.510 6388.303 6341.700 6269.228 C O O R D I N A T E S EAST 6386.510 6486.502 6488.295 6388.304 6386.510 ti 111 ilk TRAVERSE CALCULATION AND ANALYSIS MYRON ESTATES NO. 8 - DESIGN SERVICES - JUNE 13, 1977 COURSE BEARING START- 185 186 N89- 15 -19E 235 8 0- 44 -41E 234 S89 -15 -1914 185 N 0 -44 -418 COURSE BEARING START- 186 187 N89- 15 -19E 237 S18 -10 -488 236 S81 -0? -318 186 N 0- 44 -41W CLOSURE N84- 31 -44E AREA = 13703.0 BLOCK NO. LOT N0. 100,00 138.00 100.00 138.00 DISTANCE CLOSURE N54 -48 -5844 0.000 AREA = 13800,0 SQ. FT. TRAVERSE. CALCULATION AND ANALYSIS MYRON ESTATES NO. 8 - DESIGN SERVICES - JUNE 13, 1977 BLOCK N0. 82 LOT N0. DISTANCE 141.00 111.00 106.07 120.00 0,004 SQ. FT. TRAVERSE CALCULATION AND ANALYSIS MYRON ESTATES NO. 8 - DESIGN SERVICES - JUNE 13, 1977 BLOCK N0. LOT N0. COURSE BEARING DISTANCE START- 187 103 N89- IS -19E 27.00 40 S 0- 44 -41E 93.51 CURVE DELTA = 45 -44 -55 R = 104 1445- 00 -14E 93.51 105 844- 59 -46E 27.96 106 845 -00 -1444 20.00 CURVE DELTA = 90-00-00 R = 107 S44 -59 -46E 20.00 108 S45- 00 -1444 86.58 29 N44 -59 -4644 270.00 CURVE DELTA = 13 -01 -55 R = 188 S31- 57 -51E 270.00 237 N29 -49 -2644 79.51 187 N18- 10 -48E 111.00 CLOSURE S56- 14 -19E 0.001 AREA = 16554.0 SQ. FT. BLOCK NO, LOT N0. COURSE BEARING DISTANCE START- 189 236 N 0 -44 -418 125.56 237 N81- 07 -31E 106.07 188 829- 49 -26E 79.51 29 N31 -57 -5144 270.00 CURVE DELTA = 5 -18 -25 R = 109 526 -39 -26E 270.00 109 863- 20 -341.4 135.29 CLOSURE N46 -03 -2444 0.004 AREA = 13039.7 SQ. FT. COURSE BEARING START- 189 245 863 -20 -3414 233 N14 -10 -2844 235 N89- 15 -19E 189 S 0- 44 -41E BLOCK N0. LOT NO. DISTANCE 100.93 155.93 127.00 107.56 CLOSURE N89 -35 -5261 0.002 AREA = 14513.2 SQ. FT. B2 B2 82 82 22 24 BLOCK NO. 82 LOT NO. 27 COURSE BEARING DISTANCE START- 110 32 $26 -39 -26E 380.00 CURVE DELTA = 15 -15 -07 R = 190 N41 -54 -338 380.00 230 N31- 37 -398 183.44 232 1454- 50 -43E 100.00 233 1489- 15 -19E 73.00 245 814- 10 -20E 155.93 110 S63 -20 -3468 15.00 CLOSURE N69- 14 -27W 0.003 AREA = 25162.8 SQ. FT. BLOCK N0. 82 LOT NO. 28 COURSE BEARING DISTANCE START- 190 32 541- 54 -33E 380.00 CURVE DELTA = 16 -38 -39 R = 111 1458 -33 -128_ 380.00 227 N47 -45 -0844 187.03 228 1133 -27 -198 80.00 230 1454 -50 -43E 83.80 190 531- 37 -39E 183.44 CLOSURE N54- 49 -19E 0.002 AREA = 25531.9 SQ. FT. COSINE 0.01299741 0. 99991553 0.01299750 0.99991553 COSINE 0.01299741 0. 95008102 0.15427451 0. 99991553 AREA = AREA = SINE 0.99991553 0.01299750 0.99991553 0.01299741 SINE 0.99991553 0.31200329 0.98802802 0.01299741 COSINE SINE 0.31680 ACRES 0.31458 ACRES 0.01299741 0.99991553 0.99991553 0.01299750 93.510 L = 74.664 T = 0.70705873 0.70715483 0.70715477 0.70705879 0.70705879 0.70715477 20.000 L = 31.416 T = 0.70715477 0.70105879 0.70705879 0.70715477 0.70715483 0.70705873 270.000 L = 61.412 0.84837934 0.52938879 0.86755821 0.49733566 0.95008100 0.31200337 AREA TRAVERSE CALCULATION AND ANALYSIS MYRON ESTATES N0. 0 - DESIGN SERVICES - JUNE 13, 1977 25 26 COSINE SINE TRAVERSE CALCULATION AND ANALYSIS MYRON ESTATES N0. 8 - DESIGN SERVICES - JUNE 13, 1977 COSINE 0.44865188 0.96955469 0.01299741 0.99991553 AREA = SINE 0.89370660 0.24487489 0.99991553 0.01299750 TRAVERSE CALCULATION AND ANALYSIS MYRON ESTATES N0. 8 - DESIGN SERVICES - JUNE 13, 1977 COSINE SINE TRAVERSE CALCULATION AND ANALYSIS MYRON ESTATES N0. 8 - DESIGN SERVICES - JUNE 13, 1977 COSINE SINE AREA = 0.38003 ACRES 0.99991553 0.01299741 0.15427443 0.98802804 0.86755816 0.49733573 0.84837939 0.52938872 270.000 L.= 25.008 T 0.89370660 0.44865188 0.44865188 0.89370660 AREA = 0.29935 ACRES 0.89370660 0.44865188 380.000 L = 101.155 T 0.74420474 0.66795157 0.85147538 0.52439458 0.57578633 0.81760021 0.01299741 0.99991533 0.96955466 0.24487497 0.44865188 0.89370660 0.74420468 0.66795164 380.000 L = 110.388 T 0.52170473 0.85312612 0.67233815 0.74024415 0.83431634 0.55128599 0.57578633 0.81760021 0.85147533 0.52439466 0.33318 ACRES AREA = 0.57766 ACRES LATITUDE 1.300 - 137.988 -1.300 137.988 0.000 LATITUDE 1.833 - 105.459 - 16.364 119.990 0.000 LATITUDE 0.351 - 93.502 39.451 CH = 66.117 - 19. ?72 -14.141 20.000 CH = -14.143 - 61.217 190.932 30.839 CH = - 229.062 68.980 105.459 - 0.000 LATITUDE 125.549 16.364 - 68.980 229.062 12.513 CH = - 241.301 - 60.698 0.003 LATITUDE - 45.282 151.183 1.651 - 107.551 0.000 LATITUDE - 339.609 50.878 CH = 282.798 156.195 57.579 0.949 - 151.183 -6.730 0.001 LATITUDE - 282.798 55.586 CH = 198.248 125.747 66.745 48.251 - 156.195 0.58613 ACRES 0.001 DEPARTURE 99.992 1.794 -99. 992 -1.794 -0. 000 DEPARTURE 140. 988 - 34.632 - 104.800 -1.560 0. 004 DEPARTURE 26. 998 1.215 72.697 66.126 19.769 -14. 143 28.264 14.141 - 61.225 - 190.906 61.279 142.935 - 39.543 34.632 0. 001 DEPARTURE -1.632 104.800 39.543 - 142.935 25.000 121.136 - 120.910 -0. 003 DEPARTURE - 90.202 -38. 183 126. 989 1.398 -0. 002 DEPARTURE 170.408 100.857 - 253. 822 - 96.195 81.760 72. 994 38.183 - 13.406 -0. 003 DEPARTURE 253.822 110.000 - 324.188 - 138. 448 44. 103 68.515 96.195 0.001 C O O R D I N A T E S NORTH EAST 7873.623 6486.502 7874.922 6586.493 7736.934 6580.287 7735.634 6488.295 7873.623 6486.502 C O O R D I N A T E S NORTH EAST 7874.922 6586.493 7876. 755 6727 .481 7771.296 6692.849 . 7754.932 6588.049 7874.922 6586,489 C O O R D I NORTH 7876.755 7877.106 7783.604 A = 359.291 7849.721 7829.949 7815.808 A = 114.159 7801 .665 7740.447 7931.379 71.299 7702.317 7771.296 7876.755 C O O R D NORTH 7629.381 7754.931 7771.295 7702.315 7931.377 A = 4.825 7690.077 7629.379 C 0 0 R D I NORTH 7577.368 7237.760 A = - 226.180 7520.557 7676.752 7734.331 7735.280 7584.097 7577.367 C 0 O R D I NORTH 7520.557 7237.759 A = - 293.745 7436.007 7561.754 7628.500 7676.751 7520.556 N A T E $ EAST 6727.481 6754.479 6755.694 6821 .820 6841.590 6827,447 6841.588 6780.362 6589.457 6732.392 6692.848 6727.481 I N A T E S EAST 6589.685 6588.053 6692.853 6732.396 6589.461 6710.597 6589.688 C O O R D I N A T E S NORTH EAST 7629.381 6589.685 7584.099 6499.483 7735.282 6461.300 7736.932 6588.289 7629.381 6589.687 M A T E S EAST 6486.076 6656.563 6402.742 6306.547 6388.307 6461.301 6499.484 6486.078 N A T E S EAST 6402.741 6656.563 6332.375 6193.927 6238.030 6306.545 6402.740 F11 TRAVERSE CALCULATION AND ANALYSIS MYRON ESTATES NO. 8 - DESIGN SERVICES - JUNE 13, 1977 COURSE BEARING START- 111 191 S31 -26 -486 222 H60 -01 -326 227 N33- 27 -19E 111 S4 ?- 45 -08E CLOSURE 536- 12 -58E 0.004 AREA = 24256.5 SQ. FT. TRAVERSE CALCULATION AND ANALYSIS MYRON ESTATES NO. 8 - DESIGN SERVICES - JUNE 134 1977 COURSE BEARING DISTANCE START- 191 112 831 -26 -486 61.23 35 N58 -33 -126 1445.39 CURVE DELTA = 1 -44 -15 R = 192 556- 48 -5 7E 1445.39 221 N60 -01 -326 185.52 222 N29- 53 -22E 105.00 191 860- 01 -32E 189.04 CLOSURE N15- 15 -20E 0.003 AREA = 19689.5 SQ. FT. LOCK N0. LOT NO. DISTANCE 110.00 189.04 150.00 187.03 BLOCK NO. 82 LOT NO. 30 TRAVERSE CALCULATION AND ANALYSIS MYRON ESTATES N0. 8 - DESIGN SERVICES - JUNE 134 1977 BLOCK N0. 82 LOT NO. 31 COARSE BEARING DISTANCE START- 192 35 N56-48-576 1445.39 CURVE DELTA = 2 -08 -40 R = 113 854- 40 -17E 1445.39 114 835 -19 -436 41.72 115 N54 -40 -1761 20.00 CURVE DELTA = 90 -00 -00 R = 116 835 -19 -436 20.00 117 N54- 40 -1 743 18.00 66 S35-19-436 255.00 CURVE DELTA = 31 -52 -55 R = 118 N 3- 26 -48E 255.00 221 H29 -53 -22E 137.59 192 860 -01 -32E 185.52 CLOSURE S14 -47 -0141 0.008 AREA = 21086.3 SR. FT. TRAVERSE CALCULATION AND ANALYSIS MYRON ESTATES N0. 8 - DESIGN SERVICES - JUNE 134 197? COURSE BEARING START- 118 119 N86 -33 -126 218 N 0 -06 -456 219 N81- 53 -31E 221 884- 24 -04E 118 S29 -53 -226 CLOSURE S75 -48 -0241 0.003 AREA = 20415.7 SQ. FT. TRAVERSE CALCULATION AND ANALYSIS MYRON ESTATES N0. 8 - DESIGN SERVICES - JUNE 134 197? BLOCK NO. 82 LOT NO. 32 DISTANCE 142.65 98.54 138.07 74.82 137.59 BLOCK N0. LOT NO. COURSE BEARING DISTANCE START- 199 70 1418 -15 -5841 45.00 CURVE DELTA = 47 -38 -01 R = 121 865- 53 -59E 45.00 69 S 7- 45 -02E 558.68 CURVE DELTA = 6 -27 -00 R = 200 N 1- 18 -02d 558.68 205 S 0- 43 -11E 194.21 206 889 -16 -4913 90.00 199 N 0-43-116 166.02 CLOSURE N65 -03 -22E 0.002 AREA = 16850.0 SQ. FT. BLOCK NO. LOT N0. COURSE BEARING DISTANCE START- 200 69 S 1- 18 -02E 558.68 CURVE DELTA = 4 -44 -50 R = 122 N 3- 26 -48E 558.68 201 586- 33 -12E 52.65 204 8 3 -26 -486 189.43 205 S89 -16 -496 85.00 200 N 0 -43 -1141 194.21 CLOSURE 510 -58 -4941 0.008 AREA = 17684.7 SQ. FT. 62 0.85312616 0.49961374 0.83431634 0.67233809 B2 82 29 33 0.06011948 0.9999980? 0.14104035 0.09756359 0.86698858 34 COSINE COSINE AREA = 0.55685 ACRES COSINE SINE 0.85312616 0.52170465 0.52170473 0.85312612 1445.390 L = 43.831 T 0.54733196 0.83691560 0.49961374 0.86624829 0.86698853 0.49832809 0.49961367 0.86624834 AREA = 0.45201 ACRES COSINE SINE 0.54733203 0.83691556 1445.390 L = 54.097 T 0.57826509 0.81584894 0.81584894 0.57826509 0.57826516 0.81584889 20.000 L = 31.416 0.81584894 0.57826509 0.57826516 0.81584889 0.81584894 0.57826509 255.000 L = 141.893 T 0.99819119 0.06011948 0.86698853 0.49832809 0.49961367 0.86624834 AREA = AREA = 0.46868 ACRES COSINE SINE 0.94961105 0.31343077 45.000 L = 37.411 T 0.40833488 0.91283220 0.99086459 0.13486055 558.680 L = 62.893 T = 0.99974239 0.02269695 0.99992110 0.01256120 0.01256120 0.99992110 0 0.01256112 AREA = TRAVERSE CALCULATION AND ANALYSIS MYRON ESTATES NO. 8 - DESIGN SERVICES - JUNE 134 1977 COSINE SINE 0.99974239 0.02269704 558.680 L = 46.289 0.99819119 0.06011948 0.06011940 0.99819119 0.99819119 0.06011940 0.01256120 0.99992110 0.99992111 0.01256112 AREA = SINE 0.52170465 0.86624829 0.55128599 0.74024421 SINE 0.99819119 0.00196342 0.99000385 0.99522929 0.49832801 TRAVERSE CALCULATION AND ANALYSIS PIYRON ESTATES NO. 8 - DESIGN SERVICES - JUNE 134 1977 COURSE BEARING START- 201 123 S86- 33 -12E 203 5 3 -26 -4841 204 S89 -16 -4961 201 N 3 -26 -48E BLOCK NO. LOT N0. DISTANCE 90.00 182.88 90.24 169.43 CLOSURE N17- 02 -13E 0.006 AREA = 16754.5 SO. FT. 82 35 COSINE 0.06011940 0.99819119 0.01256120 0.99819119 SINE 0.99819119 0.06011940 0,99992110 0.06011948 - 52.237 754.067 21.91? CH = - 791.108 92.688 91.034 - 94.44? _ 0.4840? ACRES _ 0.38682 ACRES 0.40598 ACRES AREA = 0.38463 ACRES LATITUDE - 93.844 94.447 125.147 - 125.747 -0.003 LATITUDE 0.003 LATITUDE 791.108 27.052 CH = - 835.819 - 34.037 11.565 20.000 CH = - 16.317 10.409 - 208.041 72.836 CH = 254.539 119.289 - 92.688 -0.007 LATITUDE 8.576 98.540 19.473 -7.300 - 119.289 -0.001 LATITUDE 42.732 19.863 CH = - 18.375 - 553.576 31,480 CH = 558.536 - 194.195 -1.131 166.00? 0.001 LATITUDE - 558.536 23.158 CH = 557.669 -3.165 - 189.087 -1 .068 194.195 -0.008 LATITUDE -5.411 - 182.549 -1.134 189.087 0.006 DEPARTURE - 57.388 - 163.756 82.693 138.448 0.002 DEPARTURE - 31.944 - 1233.100 43.827 1209. 669 - 160.706 52. 324 163.756 0.001 DEPARTURE - 1209.669 54.09? 1179.220 - 24.125 - 16.31? 28.284 - 11.565 - 14.685 -147. 458 140.070 15.330 68. 565 160.706 -0. 002 DEPARTURE - 142.392 -0.193 136.690 74.463 - 68.565 -0. 002 DEPARTURE - 14.104 36.343 41.07? 75.344 62. 862 -12.680 2.440 - 89.993 -2.085 0.. 002 DEPARTURE 12.680 46 .275 33. 588 52. 555 - 11.388 - 84.993 -2.439 - 0.001 DEPARTURE 89.837 -10. 995 - 90.233 11.388 0.002 A = A - A = A C 0 O R D I NORTH 7436.007 7342.164 7436.611 7561.758 7436.011 C 0 O R D I NORTH ?342.164 7289.927 8043.993 4.855 7252.885 7345.574 7436.607 7342.160 C O O R D I NORTH 7252.888 8043.996 9.127 7208.177 7174.140 7185.706 114.159 7169.389 7179.797 6971.756 - 919.262 7226.295 7345.584 7252.895 C 0 0 R D NORTH 7226.292 7234.868 7333.408 7352.881 7345.581 7226.293 C O O R D I NORTH 7156.508 7199.240 - 93.669 7180.865 6627.289 37.084 7185.825 6991 .630 6990.500 7156.507 C O O R D I NORTH 7185.825 6627.289 A = 14.789 7184.958 7181.793 6992.706 6991 .638 7185.833 N A T E EAST 6332.375 6274.988 6111.232 6193.925 6332.373 N A T E S EAST 6274.988 6243.044 5009.944 6219.613 6058.907 6111.231 6274.987 H A T E S EAST' 6219.615 5009.946 6189. 166 6165.040 6148.723 6137.158 6122.473 5975.015 5990.346 6058.911 6219.617 I N A T E S EAST 5990.344 5847.952 5847.758 5984.448 6058.911 5990.346 N A T E S EAST 5709.040 5694.936 5736,013 5811.357 5798.677 5801.116 5711.124 5709.038 N A T E S EAST 5798.679 5811 .360 5844.947 5897.502 5886.113 5801.120 5798.681 C O O R D I N A T E S NORTH EAST 7181.793 5897.501 7176.382 5987.338 6993.833 5976.343 6992.700 5886.110 7181.787 5897.499 TRAVERSE CALCULATION AND ANALYSIS • NYRON ESTATES N0. 8 - DESIGN SERVICES - JUNE 13, 1977 379 N 0 -34 -010 159 N89- 15 -19E 3 N89- 15 -19E 4 S22- 44 -41E 5 N89- 15 -19E 6 S22- 44 -41E 7 $ ?8- 02 -58E 8 N37- 56-O7E 9 N41 -10 -460 1O N15- 53 -48E 11 N44- 15 -19E 12 S22- 57 -30E 13 N$9- 15 -t9E 14 N28- 01 -49E 15 N 0 -44 -410 16 N89- 15 -19E 17 S 0- 44 -41E 18 S22- 57 -30E 19 N89- 15 -19E 20 N21 -28 -OBE 2t N 0 -44 -411 22 N67- 25 -40E 344 N88 -55 -49E BLOCK NO. LOT NO. COURSE BEARING DISTANCE START- 123 66 S 3 -26 -485 205.00 CURVE DELTA = 31 -52 -55 R = 124 135- 19 -43E 205.00 125 554-40 -17E 18.00 126 535- 19 -43W 20.00 CURVE DELTA = 90 -00 -00 R = 127 $54- 40 -17E 20.00 128 S35 -19 -4314 130.05 203 589- 16 -490 61.45 123 N 3- 2648E 182.88 CLOSURE S30 -57 -5843 0.006 AREA = 17673.9 SQ. FT. B2 36 COSINE SINE 0.99819119 0.06011940 205.000 L = 114.071 T 0.81584889 0.57826516 0.57826509 0.81584894 0.81584894 0.57826509 20.000 L = 31.416 T = 0.57826509 0.81584894 0.81584894 0.57826509 0.01256120 0.99992110 0.99819119 0. AREA = TRAVERSE CALCULATION. AND ANALYSIS MYRON ESTATES NO. 8 - DESIGN SERVICES - JUNE 13, 1977 COMPLETION OF BLOCK NO. 82 BLOCK AREA 823691.1 SQ.FT. TOTAL LOT AREA = 18.90935 ACRES TRAVERSE CALCULATION AND ANALYSIS MYRON ESTATES N0. 8 - DESIGN SERVICES - JUNE 13, 197? CURBLINE AROUND BLOCK 1 LOTS 1 - 16 COURSE BEARING DISTANCE START- 344 345 8 1- 04 -I1E . 403.76 346 588 -55 -4943 20.00 CURVE DELTA = 90 -00 -00 R = 347 5 1-04-11E . 20.00 348 S88 -55 -490 193.65 26 8 1-04-11E 240.00 CURVE DELTA = 43 -55 -35 R = 349 N44 -59 -4643 240.00 350 545- 0Q -14W 63.72 351 1144 -59 -460 20.00 CURVE DELTA = 90 -00 -00 R = 352 545- 00 -140 20.00 353 N44 -59 -460 37.96 40 545 -00 -1414 138.51 CURVE DELTA = 45 -44 -55 R = 354 N 0 -44 -410 138.51 355 589- 15 -191i 418.00 43 S 0- 44 -41E 30.30 CURVE DELTA = 55 -48 -00 R = 356 N56 -32 -4114 303.30 357 533- 27 -19W 188.54 46 N56 -32 -410 284.75 CURVE DELTA = 36 -20 -00 R = 358 520- 12 -41E 284.75 359 569- 47 -19W 253.25 49 N20 -12 -410 430.00 CURVE DELTA = 37 -00 -00 R = 360 516- 47 -19W 430.00 361 1473 -12 -410 127.91 362 H16- 47 -19E 20.00 CURVE DELTA = 90 -00 -00 R = 363 1473 -12 -4104 20.00 364 1416- 47 -19E 60.00 58 N73- 12 -410 220.00 CURVE DELTA = 23 -17 -03 R = 365 N83- 30 -16E 220.00 366 N33- 30 -16E 20.00 CURVE DELTA = 42 -35 -56 R = 367 N53- 53 -48W 20.00 59 153- 53 -480 40.00 CURVE DELTA = 275 -43 -28 R = 368 530- 22 -440 40.00 369 S30 -22 -4444 20.00 CURVE DELTA = 55 -46 -16 R = 370 N$6- 09 -OOE 20.00 58 586- 09-0041 180.00 CURVE DELTA = 20 -38 -19 R = 371 573- 12 -41E 180.00 372 516 -47 -190 62.36 373 N 73 -12 -4143 20.00 CURVE DELTA = 83 -14 -37 R = 374 510- 01 -560 20.00 52 510- 01 -560 320.00 CURVE DELTA= 5 -26 -37 R = 375 N 4- 35 -19E 320.00 376 N85 -24 -4144 352.98 377 N 4- 35 -19E 20.00 CURVE DELTA = 84 -50 -40 R = 378 589 -25 -5941 _ 20.00 557.17 10.00 429.81 170.00 150.00 288.35 237.17 281.68 160.00 134.22 218.93 191.77 205.00 202.55 50.00 400,00 30.00 191.77 205.00 191.77 30.00 221.13 10.00 CLOSURE S62- 20 -040 0.004 AREA = 989847.5 SQ. FT. COURSE BEARING DISTANCE START- 280 281 .N 0 -34 -010 467.89 282 H89- 25 -59E 20.00 CURVE DELTA = 95 -09 -20 R = 283 N 4- 35 -19E 20.00 284 585- 24-41E 345.76 52 5 4 -35 -190 280.00 CURVE DELTA = 3 -21 -00 R = 285 N 7- 56 -19E 280.00 286 S 7 -56 -190 20.00 CURVE DELTA = 98 -51 -00 R = 287 S ?3- 12 -4/E 20.00 288 516 -47 -190 103.61 61 573- 12 -41E 220.00 CURVE DELTA = 20 -47 -03 R = 289 586- 00 -16W 220.00 290 586- 00 -160 20.00 COSINE SINE 0.99982572 0.01866910 0.01866910 0.99982572 20.000 L = 31.416 T = 0.99982572 0.01866910 0.01866910 0.99982572 0.99982572 0.01866910 240.000 L = 183.998 T = 0.70715483 0.70705873 0.70705879 0.7071547? 0.70715483 0.70705873 20.000 L = 31.416 0.70705879 0.7071547? 0.70715483 0.70705873 0.70705879 0.7071547? 138.510 L = 110.595 T = 0.99991553 0.01299741 0.01299750 0.99991553 0.99991553 0.01299750 303.300 L = 295.382 T = 0.55128599 0.83431634 0.83431639 0.55128592 0.55128599 0.83431634 284.750 L = 180.570 T = 0.93842436 0.34548475 0.34548475 0.93342436 0.93842439 0.34548467 430.000 L = 277.682 T 0.95737693 0.28884149 0.28884157 0.95737691 0.95737691 0.2888415? 20.000 L = 31.416 T = 0.28884157 0.95737691 0.95737691 0.28884157 0.2888415? 0.95 ?37691 220.000 L = 89.405 T = 0.11312607 0.99358064 0.1131260? 0.99358064 20.000 L = 14.870 T = 0.40574 ACRES 0.58924342 0.80795556 0.58924342 0.80795556 40.000 L = 192.492 T = 0.8627000? 0.50571592 0.8627000? 0.50571592 20.000 L = 19.468 T = 0.06714455 0.99774326 0.06714463 0.99774325 180.000 L = 64.838 T = 0.28884149 0.95737693 0.95737693 0.28884149 0.2888415? 0.95737691 20.000 L = 29.058 T = 0.98470994 0.17420198 0.98470994 0.17420198 320.000 L = 30.403 T = 0.99679479 0.08000086 0.08000086 0.99679479 0.99679479 0.08000086 20.000 L = 29.616 T = 0.00989490 0.99995104 0.99995105 0.00989481 0.01299741 0.99991553 0.01299741 0.99991553 0.92223658 0.38662602 0.01299741 0.99991553 0.92223658 0.38662602 0.20706749 0.97832666 0.78870567 0.61477099 0.75265122 0.65841942 0.96175723 0.27390334 0.71623761 0.69785649 0.92078875 0.39006163 0.01299741 0.99991553 0.88269934 0.46993815 0.99991553 0.01299741 0.01299741 0.99991553 0.99991553 0.01299750 0.92078875 0.39006163 0.01299741 0.99991553 0.93061641, 0.36599603 0.99991553 0.01299741 0.38384762 0.92339645 0.01866901 0.99982572 AREA = TRAVERSE CALCULATION AND ANALYSIS MYRON ESTATES N0. 8 - DESIGN SERVICES - JUNE 13, 1977 CURBLINE AROUND BLOCK 2 LOTS 1 - 36 COSINE SINE 22.72377 ACRES 0.99995105 0.00989481 0.00989481 0.99995105 20.000 L = 33.216 0.99679479 0.08000086 0.08000078 0.99679480 0.99673480 0.08000078 280.000 L = 16.371 T = 0.99041661 0.13811208 0.99041662 0.138 1 1200 20.000 L = 34.505 T = 0.28894149 0.95737693 0.95737693 0.28884149 0.28884149 0.95737693 220.000 L = 79.805 T = 0.06967910 0.99756946 0.06967910 0.99756946 LATITUDE - 204.629 58.554 CH = 167.249 - 10.409 - 16.317 20.000 CH = - 11.565 - 106.101 - 0.772 182.549 -0.005 823697.6 SQ.FT. 18.90950 ACRES LATITUDE - 403.690 -0.373 20.000 CH = - 19.997 - 3.615 - 239.958 96.78? CH = 169.717 - 45.054 14.143 20.000 CH = - 14.141 26.844 - 97.935 58.436 CH = 138.498 -5.433 - 303.274 160.589 CH = 167.205 - 157.302 156.979 93.437 CH = - 267.216 - 87.494 403.522 143.876 CH - 411.672 36.946 19.148 20.000 CH = 5.777 57.443 63.545 45.323 CH = 24.888 2.263 7.79? CH = 11.785 23.570 - 36.191 CH = - 34.508 - 17.254 10.583 CH = 1.343 - 12.086 32.774 CH = - 51.991 - 59.702 5.777 17.770 CH = - 19.694 - 315.107 15.213 CH = 318.974 28.239 19.936 18.277 CH = -0.198 55 ?.143 0.130 5.586 - 156.780 1 .950 - 265.927 - 49.110 222.163 120.424 129.087 156.806 - 176.580 2.664 178.791 49.996 5.199 - 29.997 - 176.580 2.664 178.464 29.997 84.880 0.187 -0.002 LATITUDE 467.867 0.198 21.886 CH = 19.936 - 27.661 - 279.103 8.188 CH = 277.317 - 19.808 23.355 CH = -5.777 - 99.194 - 63.545 40.346 CH - 15.329 -1.394 DEPARTURE - . 12.324 112,605 118.544 14.685 - 11.565 28. 284 16.317 -75.203 - 61.445 10.995 -0.003 DEPARTURE 7. 538 -19. 99? 28.284 0.373 - 193.616 4.481 179.525 - 169.694 - 45.060 -14.141 28.284 -14. 143 - 26.840 -97. 948 107.681 - 1.800 - 417.965 3.942 283.846 -253. 048 - 103.939 - 237.572 177.560 98.3 ?7 - 237.656 - 148.558 272.882 -124.202 -122.458 5.777 28. 284 - 19.148 17.330 - 210.623 88.791 218. 588 19.872 14.530 -16. 159 -32.318 53.673 -20. 229 - 10.114 18. 708 19.955 - 179.594 64.498 172.328 - 18.012 -19. 148 26.568 -3. 484 - 55.745 30.392 25. 600 - 351.849 1.600 26.984 - 19.999 -5.513 9.999 429.774 65. 726 149. 987 111.484 232.030 173.169 - 105.347 36.763 152. 782 74.802 204.983 95.186 -0.650 399. 966 0. 390 74.802 204.983 70.187 -0. 390 204.191 9. 998 -0. 004 DEPARTURE -4.630 19, 999 29. 528 1.600 344.652 -22. 400 16.369 38.671 -2.762 30. 382 19. 148 -29. 927 210.623 79. 369 - 219.465 - 19.951 C O O R D NORTH 7176.382 6971.753 A = 594.110 7139.002 7128.593 7112.276 A = 114.159 7100.711 6994.610 6993.838 7176.387 C O O R D I NORTH 8397.663 7993.973 7993.600 A = 114.159 7973.603 7969.988 7730.030 A = - 2100.282 7899.747 7854.693 7868.836 A = 114.159 7854.695 7881.539 7783.604 A = - 788.301 7922.102 7916.669 7613.395 A = - 6752.734 7780.600 7623.298 7760.277 A = 1688.720 7513.060 7425.566 7829.039 A = 4063.805 7417.417 7454.362 7473.510 A = 114.159 7479.287 7536.729 7600.274 A = - 268.467 7625.162 7627.425 A = 13.326 7639.210 7662.779 A = - 4645.850 7628.271 7611.017 A = 29.318 7612.360 7600.274 A = 125.377 7548.283 7488.581 7494.358 A = 91.964 7474.663 7159.556 A = -7.315 7478.530 7506.769 7526.705 A = 96.972 7526.507 8083.650 8083.780 8089.366 7932.586 7934.536 7668.609 7619.499 7841.661 7962.085 8091.172 8247.978 8071,399 8074.063 8252.854 8302.850 8308.049 8278.051 8101.472 8104.136 0282.600 8312.598 8397.478 8397.665 C O O R D I NORTH 6978.315 7446.182 7446.380 A = 132.965 7466.316 7438.655 7/59.552 A = 1.306 7436.869 7417.061 A = 147.433 7411.284 ?312.090 7248.545 = - 191,.265 7233.215 7231.822 1 N A T E S EAST 5987.338 5975.013 6093.558 6108.243 6096.678 6112.995 6037.791 5976.346 5987.341 H A T E S EAST 7324.742 7332.280 7312.283 7312.656 7119.040 7123.521 6953.827 6908.767 6894.626 6880.482 6853.642 6755.694 6753.894 6335.930 6339.872 6086.824 5982.884 5745.312 5843.689 5606.033 5457.475 5333.273 5210.815 5216.592 5197.444 5214.775 5004.152 5222.740 5242.611 5226.452 5194.134 5173.905 5163.791 5183.746 5004.152 5176.480 5158.468 5139.320 5135.836 5080.091 5105.692 4 ?53.843 4755.443 4735.444 4729.931 4739.930 5169.704 5235.430 5385.418 5496.901 5728.931 5902.100 5796.753 5833.516 5986.298 6061.100 6266.082 6361.268 6360.618 6760.585 6760.975 6035.777 7040.759 7110.946 7110.557 7314.747 7324.745 H A T E S EAST 4740.865 4736.236 4756.235 4757.835 5102.486 5080.086 5118.758 5115.995 5135.143 5105.216 5315.839 5096.374 5076.422 F fi f 7 -) CURVE DELTA = 42 -35 -56 R 291 551- 23 -48E 20.00 62 $51 -23 -48E 40.00 CURVE DELTA = 275 -43 -28 R = 292 N32- 52 -44E 40.00 293 1432 -52 -44E 20.00 CURVE DELTA = 55 -46 -16 R = 294 688 -39 -0044 20.00 61 H88- 39 -00E 180.00 CURVE DELTA = 18 -08 -19 R = 295 N73 -12 -418 180.00 296 N16- 47 -19E 106.71 297 673- 12 -41E 20.00 CURVE DELTA = 90 -00 -00 R = 298 N16- 47 -19E 20.00 299 873- 12 -41E 127.91 49 N16- 47 -19E 470.00 CURVE DELTA = 37 -00 -00 R = 300 820- 12 -41E 470.00 301 1469- 47 -19E 253.25 46 H20-12 -4151 324.75 CURVE DELTA = 36 -20 -00 R = 302 656- 32 -41E 324.75 303 433- 27 -19E 188.54 43 556- 32 -41E 263.30 CURVE DELTA = 55 -48 -00 R = 304 N 0 -44 -41#4 263.30 305 N89- 15 -19E 418.00 40 8 0- 44 -41E 98.51 CURVE DELTA = 45 -44 -55 R = 306 N45- 00 -14E 98.51 30? 644- 59 -46E 37.96 308 645 -00 -1451 20.00 CURVE DELTA = 90 -00 -00 R = 309 844 -59 -46E 20.00 310 $45- 00 -141d 91.58 29 N44-59-46W 280.00 CURVE DELTA = 18 -20 -20 R = 311 826- 39 -26E 280.00 312 663- 20 -341d 251.22 32 626 -39 -26E 370.00 CURVE DELTA = 31 -53 -46 R = 313 N58 -33 -1244 370.00 314 631- 26 -48U 171.23 35 N58- 33 -12U 1455.39 CURVE DELTA = 3 -52 -55 R = 315 554- 40 -17E 1455.39 316 535 -19 -4314 46.72 317 N54 -40 -1761 20.00 CURVE DELTA = 90 -00 -00 R = 318 635- 19 -43V 20.00 279 N54 -40 -1714 28.00 66 S35 -19 -434. 250.00 CURVE DELTA = 31 -52 -55 R = 319 N 3 -26 -482 250.00 320 H86 -33 -128 142.65 69 5 3 -26 -48&1 603.68 CURVE DELTA = 10 -42 -16 R = 321 H 7 -15 -2844 603.68 322 N 7 -15 -2844 20.00 CURVE DELTA = 46 -06 -04 R = 323 838- 50 -36W 20.00 70 538- 50 -36W 40.00 CURVE DELTA = 276 -18 -15 R = 324 557- 27 -39E 40.00 325 557 -27 -39E 20.00 CURVE DELTA = 50 -30 -18 R = 326 N 6 -57 -2150 20.00 69 S 6- 57 -21E 563.68 CURVE DELTA = 10 -24 -09 R = 327 N 3 -26 -48E 563.68 328 586- 33 -12E 142.65 66 S 3 -26 -484 210.00 CURVE DELTA = 31-52 -55 R = 329 (435- 19 -43E 210.00 330 S$4- 40 -17E 28.00 331 635- 19 -43V 20.00 CURVE DELTA = 90 -00 -00 R = 332 854- 40 -17E 20.00 333 S35- 19 -43W 127.77 280 S89- 16 -49J 1309.39 CLOSURE 635- 38 -21W 0.008 AREA = 859908.5 SQ. FT. TRAVERSE CALCULATION AND ANALYSIS MYRON ESTATES N0. 8 - DESIGN SERVICES - JUNE 13, 1977 CURSLINE AROUND THE WEST SIDE OF VAN MARTEN ROAD COURSE START - 381 1 2 380 343 24 25 26 CURVE 27 28 29 CURVE 30 31 32 CURVE 33 34 35 CURVE 36 37 334 BEARING 380 5 0- 34 -0!E 689 -16 -4961 N 0 -34 -018 N89- 15 -19E CLOSURE N 1- 25 -16U AREA = 11053.5 TRAVERSE CALCULATION AHD ANALYSIS MYRON ESTATES NO. 8 - DESIGN SERVICES - JUNE 13, 197? CURBLINE AROUND SOUTHEAST SIDE OF EASTERLY ROAD COURSE SEARING DISTANCE START- 334 335 N35 -19 -43E_ 225.38 35 N54 -40 -1751 '1495.39 CURVE DELTA = 3 -52 -55 R = 336 558- 33 -12E 1495.39 337 N31 -26 -48E 171.23 32 858- 33 -12E 330.00 CURVE DELTA = 31 -53 -46 R = 338 N26 -39 -2661 330.00 339 N63- 20 -34E 251.22 29 N26 -39 -2660 320.00 CURVE DELTA = 18 -20 -20 R = 340 644- 59 -46E 320.00 341 N45- 00 -14E 235.30 26 844.59 -46E 200.00 CURVE. DELTA = 43 -55 -35 R = 342 N 1- 04 -11td 200.00 DISTANCE 1105.37 10.00 1105.36 10.00 0.006 SQ. FT. N88- 55 -49E 233.65 S 1- 04 -11E 10.00 S88 -55 -4944 233.65 8 1- 04 -11E 190.00 DELTA = 43 -55 -35 R = N44 -59 -4661 190.00 845 -00 -1444 235.30 N44 -59 -4644 330.00 DELTA = 18 -20 -20 R = 826 -39 -26E 330.00 863 -20 -3444 251.22 S26 -39 -26E 320.00 DELTA = 31 -53 -46 R = N58 -33 -1244 320.00 831- 26 -48V 171.23 H58 -33 -120! 1505.39 DELTA = 3 -52 -55 R = S54- 40 -17E 1505.39 S35- 19 -43a 218.10 889- 16 -49W 12.37 CLOSURE 816- 01 -07E 0.002 AREA = 16492.5 SQ. FT. 20.000 L 0.62392505 0.62392505 40.000 L 0. 83981990 0.83981990 20.000 L 0.02355978 0.02355969 180.000 L 0.28884157 0.95737691 0.28884149 20.000 L 0.95737691 0.28884149 0.95737691 470.000 L 0.93842436 0.3454846? 0.93842439 324.750 L 0.55128592 0.83431634 0. 55128592 263.300 L 0.99991553 0. 01299741 0. 99991553 98.510 L 0.70705873 0.70715477 0.70705879 20.000 L 0.70715477 0.70705879 0.70715483 280.000 L 0.89370660 0. 44865188 0.89370660 370.000 L 0.52170473 0.85312616 0.52170473 1455.390 L 0.57826509 0.81584894 0. 57826516 20.000 L 0.81584894 0.57826516 0.81584894 250.000 L 0.998191 19 0. 06011948 0.998191 19 603.680 L 0.99198782 0.99198782 20.000 L 0.77886384 0.77886384 40.000 L 0.53787600 0.53787600 20.000 L 0.99263981 0.99263980 563.680 L 0.99819119 0. 06011940 0.99819119 210.000 L 0.81584809 0.57826509 0.81584894 20.000 L 0.57826509 0.81584894 0.01256120 COSINE 0.99995104 0.01256120 0. 99995105 0.01299741 COSINE AREA 0.81584889 0.57826516 1495.390 L 0.52170465 0. 85312612 0. 52170465 330.000 L 0.89370664 0.44865180 0.89370664 320.000 L 0.7071547? 0. 70705873 0.70715477 200.000 L 0.99982572 0.01866901 0.99 0. 01866910 0.99982572 190.000 L 0.70715483 0.70705879 0. 70715483 330.000 L 0.09370660 0.44865188 0.439370E+60 320.000 L 0.52170473 0.85312616 0.52170473 1505.390 L 0.57826509 0. 81584894 0.01256120 = 14.870 T = 0.78148418 0.78148418 = 192.492 T 0.54286511 0.54286511 19.468 T = 0.99972243' 0.99972243 56.984 T = 0.95737691 0.28884157 0.95737693 31.416 T = 0.28884157 0.95737693 0.2888415? = 303.513 T = 0.34548475 0.93842439 0.34548467 = 205.936 T = 0.83431639 0.55128599 0.83431639 256.426 T = 0.01299741 0,99991553 0.01299750 = 78.65? T = 0.70715483 0.70705879 0.70715477 = 31.416 T 0.70705879 0.70715477 0.70705873 89.621 0.44865188 0.89370660 0.44865188 = 205.976 T 0.85312612 0.52170465 0.85312612 98.606 0.81584894 0.57826509 0.81584889 = 31.416 0.57826509 0.81584889 0.57826509 = 139.111 0.06011948 0.99819119 0 .0601 1940 = 112.784 O .12633356 0.12633356 16.092 0.62719304 0.62719304 = 192.897 0.84302396 0.84302396 = 17.630 0.12110412 O .12110421 = 102,341 0.06011948 0.99819119 0.06011940 116.853 O .57826516 0.81584894 0.57826509 31.416 0.81584894 0.57826509 0.99992110 SINE 0.00989490 0.99992110 0.00989481 0.99991553 AREA = 0.25375 ACRES SINE AREA = 0.37862 T = T T = T T T = T 0.5782E+510s 0.81584889 101.317 T = 0.85312616 0.52170473 0.85312616 - 183.708 T = 0.44865180 0.89370664 0.44865180 102.424 T = 0.70705879 0.70715483 0.70705879 = 153.332 T = 0.01866901 0.99982572 0.01866910 0.99982572 0.01866910 = 145.665 T = 0.7070 0.70715477 0.70705873 = 105.624 T 0.44865188 0.89370660 O .44865188 178.141 T = 0.85312612 0.52170465 0.85312612 101.994 T = 0.81584894 O .57826509 0.99992110 T _ 19.74078 ACRES ACRES 7.79? CH -12.479 - 24.957 - 36.191 CH = 33.593 16.796 10.583 CH = -0.471 4.241 28.732 CH = 51.991 102.162 -5.777 20.000 CH = 19.148 - 36.946 449.967 157.260 CH = - 441.059 87.494 304.753 106.563 CH = - 179.030 157.302 - 145.154 139.410 CH = 263.27$ 5.433 - 98.502 41.560 CH >_ 69.652 - 26.844 - 14.141 20.000 CH = - 14.143 - 64.752 198.003 45.197 CH = - 250.238 - 112.710 - 330.671 105.733 CH = 193.031 - 146.081 759.284 49.322 CH = - 841.601 - 38.116 11.565 20.000 CH = - 16.317 16.191 - 203.962 71.408 CH 249.548 8.576 - 602.588 56.557 CH 598.843 19.840 8.510 CH = - 15.577 - 31.155 - 35.824 CH = - 21.515 - 10.758 9.434 CH = 19,853 - 559.531 51.311 CH = 562.660 -8.576 - 209.620 59.982 CH = 171.328 - 16.191 - 166.317 20.000 CH = - 11.565 - 104.241 - 16.448 -0.006 LATITUDE - 1105.316 -0.126 1105.306 0.130 0.006 LATITUDE 183.876 864.732 50.678 CH = - 780.152 146.0 - 172.163 94.302 CH = 294.923 112.710 285.986 51.654 CH = - 226.290 166.371 - 141.431 80.656 CH = 199.965 - 0.002 4.362 - 9.998 -4.362 - 189.967 76.623 CH = 134.359 - 166.371 233.361 53.268 CH = - 294.923 - 112.710 - 285.986 91.445 CH = 166.946 - 146.081 785.369 51.017 CH = - 870.514 177.937 -0.155 14.530 15.630 31.259 53.673 21.715 10.857 18.708 -19.994 179. 950 56.746 - 172.328 30. 822 19. 148 28.284 5.777 122.458 135.756 298.266 162.378 237.656 - 112.196 202. 503 270. 944 103.939 219.676 246.412 -3. 422 417.965 1.280 76.584 69.662 26.840 - 14.143 28.284 14.141 -64. 761 - 197.976 89.239 125.623 -224.517 166.001 203.327 - 315.657 -89. 331 - 1241.631 98.588 87.378 -27.017 - 16.317 28.284 - 11.56; - 22.844 - 144.566 137.323 15.030 -142. 392 -36. 293 112.620 - 76.265 -2.527 15.662 -12. 544 - 25.088 53.373 33. 721 16.860 17.064 -2.422 68.264 102. 199 33.888 142.392 - 12.625 115.352 121.436 22.844 - 11.565 28.284 101.317 -73. 885 - 1309.287 -0. 004 DEPARTURE 10. 938 -9.999 -10.937 9.999 - 0. 000 DEPARTURE 130.329 - 1220.012 101.297 1275. 756 89. 332 281.532 181.345 - 148.055 224.517 - 143. 569 101.987 226. 259 166.394 141.412 149.604 -3. 734 3. 609 0.187 -233. 609 3. 547 142.124 - 134.341 - 166.394 - 233.329 105.174 148.055 - 224.517 143.569 175. 850 -273. 000 -89.331 -1284. 288 101.975 1228.171 -126. 120 -12.369 0. 00 0 A - A = 13.326 7219.343 7194.386 A = - 4645.850 7227.979 7244.776 A = 29.318 7244.304 7248.545 A = 95.238 7300.537 7402.698 7396.921 114.159 7416.069 7379.123 7829.090 A = - 4855.031 7388.031 7475.525 7780.278 A = - 2196.488 7601.248 7758.550 7613.397 A = 5089.051 7876.674 7882.107 7783.606 A = 398.741 7853.258 7826.414 7812.273 A = 114.159 7798.130 7733.378 7931 .381 A = 213.138 7681.143 7568.433 7237.761 A = - 1937.918 7430.7 7284.711 8043.995 A = 54.885 7202.394 7164.270 7175.843 A = 114.159 7159.526 7175.717 6971.755 A = - 883.566 7221.303 7229.879 6627.291 A = - 197.696 7226.134 7245.974 A = 16.810 7230.396 7199.242 - 4653.096 7177.727 7166.969 A = 21.960 7186.822 6627.291 = 158.203 7189.951 7181.375 6971.755 A = 623.445 7143.083 7126.892 7110.575 A = 114.159 7099.010 6994.769 6978.321 A - A = NORTH 8083.128 6977.812 6977.686 80€2.992 8083.122 C O O R O I NORTH 6995.384 7179.260 8043.992 A = - 57.944 7263.840 7409.921 7237.758 A = 1541.559 7532.682 7645.392 7931.378 A = - 278.385 770€5.088 7871.459 7730.029 A = 1458.530 7929.994 7934.356 7924.357 7919.995 7730.028 - 1316.323 7864.388 7698.017 7931 .378 296.055 7636.455 7523.744 723 ?.758 - 1449.545 7404.704 725$ .623 8043.992 58.721 7173.478 6995.541 6995.386 5092,052 5123.311 5145.026 5155.883 5135.889 5315.839 5143.511 5174.333 5193.481 5199.258 5321.716 5457.471 5619.849 5857.505 5745.309 6016.253 6120.193 6339.868 6336.446 6754.411 6755.691 6825.353 6852.193 6838:050 6852.191 6787.430 6589.453 6715.076 6490.559 6656.560 6340.903 6251.572 5009.940 6197.319 6170.302 6153.985 6142.420 6119.576 3975.010 5990.040 5847.648 5811.355 5735.090 5732.563 5720.019 5694.932 5728.653 5745.513 5743.091 5811.355 5845.243 5987.635 5975.010 6096.446 6119.290 6107.724 6124.041 6050.156 4740.870 C O O R D I N A T E S EAST 4689.931 4700.868 4690.069 4679.932 4689.931 HA T E S EAST 6099.626 6229.955 5009.943 6285.699 6375.031 6656.562 6508.507 6733.024 6589.456' 6815.715 6982.108 7123.520 7119.786 7353.395 7353.582 7119.973 7123.520 6989.179 6822.785 6589.456 6737.511 6512.994 6656.563 6383.562 6294 .231 5009.943 6238.114 6111 .994 6099.625 fi F 82 82 82 82 82 17 18 19 20 21 BLOCK N0. LOT HO. 82 22 82 23 82 24 82 25 82 26 82 2? 82 28 02 29 82 30 82 31 82 32 82 33 82 34 82 35 82 36' LOT ACREAGE FOR TRACT tYRON ESTATES NO. 8 - DESIGN SERVICES - JUNE 13, 1977 BLOCK NO. LOT N0. ACRES PARCEL C I 24.796 PARCEL C2 23.198 PARCEL CER 1.147 81 1 1.003 81 2 1.003 81 3 1.222 81 4 0.972 81 5 1.882 81 6 1.713 81 7 0.697 81 8 0.881 81 9 0.856 61 10 1.255 81 11 3.073 81 12 2.252 81 13 2.061 81 14 1.057 81 15 0.875 81 16 1.255 82 1 1.155 82 2 1.007 82 3 0.617 82 4 0.510 82 5 0.827 82 6 0.828 82 7 0.808 82 8 0.625 82 9 1.074 82 10 0.715 82 11 0.463 82 12 0.371 82 13 0.444 82 14 0.391 82 15 0.551 82 16 0.441 0.379 0.342 0.387 0.307 0.317 LOT ACREAGE FOR TRACT MYRON ESTATES N0. 8 - DESIGN SERVICES - JUNE 13, 197? ACRES 0.317 0.315 0.380 0.299 0.333 0.578 0.586 0.557 0.452 0.484 0.469 0.387 0.406 0.385 0.406 (SQ. FEET) 1080127.0 1010512.0 49981,5 43673.1 43700.0 53230.0 42336.4 81982.9 74619.7 30361.3 38390.9 37278.6 54647.1 133871.3 98088.4 89760.? 46027.6 38120.0 54671.3 50301.2 43878.3 26860.7 22229.0 36014.7 36083.9 35196.0 27219.8 46791.0 31134.9 20163.0 16157.7 19328.4 17020.2 24015.4 19201.7 16500.0 14888.1 16845.9 13352.2 13800.0 (SQ. FEET) 13800.0 13703.0 16554.0 13039.7 14513.2 25162.8 25531.9 24256.5 19689.5 21086.3 20415.7 16850.0 17684.7 16754.5 17673.9 PAGE NO. 1 PAGE NO. 2