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Nice A & ,4c Ac KN o wL-E D 6 e t.t eturS C .5.16.etien By ,Ea4,eutfc2 2 zY -'7 LAr N n• K L JEf2G reciU IN THE MATTER OF AN EXTENSION OF TIME REQUEST FOR PE- 1469 -84 EVERGREEN POINT AN APPROVED PRELIMINARY PLAT FINDINGS OF FACT CONCLUSIONS FINDINGS OF FACT CONCLUSIONS AND DECISION THIS MATTER, a request for an extension of time from Bill Smith has been received and decided upon, pursuant to Spokane County Subdivision regulation (Chapter III, Section G) and RCW 58.17.140. DECISION RECEIVED FEB 1 31991 BEFORE SPOKANE COUNTY PLANNING DEPARTMENT{ SPt)i(! yE COUNTY EN61P'EER i 1. The individual signing below has been properly delegated the responsibility for rendering this decision by the Spokane County Director of Planning. 2. The subject preliminary plat was approved by the Hearing Examiner Committee on July 19, 1984. 3. On January 1, 1991, the existing zoning was changed to Urban Residential -3.5 of the Zoning Code which may have different standards or uses than originally requested. 4. Spokane County has established specific criteria for considering the extension of time for the expiration of preliminary subdivisions, specifically for regular subdivisions. These criteria are found in Chapter III, Section G of the Spokane County Subdivision Ordinance and have been used as a basis for this decision. 5. The Comprehensive Plan designates this area of the preliminary plat as Urban, and the location is within the Priority Sewer Service Area. The Comprehensive Plan designation was Subruban at the time of the original preliminary plat approval. 6. No additional conditions have been recommended by the various reviewing agencies and departments, including the County Engineer's Office, County Health District, County Utilities and the Department of Building & Safety. 7. This is the second request for a time extension. The total life of the preliminary plat has been approximately 6.5 years. 8. The following facts are also relevant. a. The extension of time is only applicable to the portion of Evergreen Point known as Evergreen Point 6th Addition since all other portions of the preliminary plat have been final platted or have received approval of a revised preliminary plat. BASED UPON A REVIEW of (a) the criteria for approving an extension of time of the expiration date for a preliminary plat and (b) the above Findings of Fact, the following conclusions are made. 1. That a three year time extension be granted until March 1, 1994 to provide time to finalize the plat. 2. The applicant/owner should show compliance with Chapter III, Section G, of the Subdivision Ordinance before requesting an additional extension of time. BASED UPON THE ABOVE Findings of Fact and Conclusions, an extension of time request for application PE- 1469 -84 Evergreen Point is hereby APPROVED until March 1, 1994. • Extension of Time Findings 1. A consolidated set of updated conditions of approval follows. 2. Subsequent extension of time will only be considered upon a finding of substantial compliance with Chapter III Section G, of the Subdivision Ordinance; otherwise the preliminary subdivision approval will become null and void. DATED THIS DAY OF FEBRUARY, 1991. Tim Lawhead Planner II enclosure CONDITIONS OF APPROVAL PE- 1469 -84 Page 2 Under state law and county ordinance, you have the right to appeal this decision to the Spokane County Hearing Examiner Committee. Upon receipt of an appeal, a public hearing will be scheduled. To file such an appeal, you must submit a letter along with $100 processing fee,to the Spokane County Planning Department, within ten (10) calendar days from the date this decision is signed. If you have any questions, please call the Planning Department at 456 -2205. sam c: County Engineer County Utilities County Health District County Building & Safety Bill Smith, 2701 South Boliver Road, Spokane, WA 99223 Inland Pacific Engineering, 25 South Altamont, Spokane, WA 99202 REV 1/90 Conditions Of Approval PE- 1469 -84 Page 3 CONDITIONS OF APPROVAL COUNTY PLANNING DEPARTMENT CONDITIONS (UPDATED) 1. That the extension of time is for the preliminary plat property known as the Evergreen Point 6th Addition and being a replat of portions of Tracts 210, 211, 224 and 225 of Vera per final plat thereof recorded in Volume "0" of Plats, Page 30, described as follows: Beginning at the southeast corner of Evergreen Point 3rd Addition, per final plat thereof recorded in Volume 19 of Plats, page 3; thence along the easterly and northerly boundary of said addition the following four (4) courses: (1) North 00 °43'00" East a distance of 271.59 feet; (2) North 89 °17'00" West a distance of 50.00 feet; (3) North 00 °43'00" East a distance of 175.00 feet; (4) North 89 °17'00" West a distance of 85.00 feet to the northwest corner of Lot 2, Block 12 of said addition, being a point on the easterly boundary of Evergreen Point 5th Addition, per final plat thereof recorded in Volume 19 of Plats, page 57; thence along the easterly and northerly boundaries of said addition the following three (3) courses: (1) North 00 ° 43'00" East a distance of 189.81 feet; (2) North 10 °31'43" West a distance of 75.35 feet; (3) North 89 °03'47" West a distance of 94.31 feet to the easterly line of the west 220 feet of said Tract 210 of Vera; thence north 00 °43'00" east along said easterly line a distance of 180.00 feet to the southerly margin of 24th Avenue, as it now exists 60 feet in width; thence south 89 °03'47" east along said southerly margin a distance of 431.99 feet to the northwest corner of The Summit at Evergreen Point, per final plat thereof recorded in Volume 19 of Plats, page 22; thence along the westerly and southerly boundaries of said plat the following two (2) courses: (1) South 00 °43'28" west a distance of 435.00 feet; (2) South 89 ° 03'47" east a distance of 130.00 feet; thence south 00 °43'28" west a distance of 160.91 feet; thence south 19° 19' 16" east a distance of 275.08 feet; thence south 68 °18'43" west a distance of 102.40 feet; thence south 00 °43'00" west a distance of 39.68 feet; thence south 89 °51'40" west a distance of 317.54 feet to the easterly boundary of Evergreen Point First Addition, per final plat thereof recorded in Volume 18 of Plats, page 75; thence north 00 °43'00" east along said easterly boundary a distance of 49.28 feet to the point of beginning, situate in County of Spokane, State of Washington. 2. Appropriate road name(s) shall be indicated. 3. Appropriate utility easements shall be indicated on copies of the proposed final plat. Written approval of utility easements by appropriate utility companies shall be received with the submittal of the final plat. 4. Three (3) current certificates of title shall be furnished to the Planning Department prior to filing the final plat. 5. The final plat map shall indicate by a clear, dashed line the required yard setbacks from all private, "Tract X" or public roads. The dedication shall contain the following statement: "Side yard and rear yard setbacks shall be determined at the time building permits are requested unless these setbacks are specifically drafted on this final plat. The setbacks indicated on this plat may be varied from if proper zoning approvals are obtained." 6. A plan for water facilities adequate for domestic service and fire protection shall be approved by the water purveyor, appropriate fire protection district, County Building & Safety Department and County Health District. The agencies will certify on the Water Plan, prior to the filing of a final plat, that the plan is in conformance with their respective needs and regulations. The Water Plan and certification shall be drafted on a transparency suitable for reproduction and be signed by the plat sponsor. 7. The water purveyor shall certify that appropriate contractual arrangements and schedule of improvements have been made with the plat sponsor for construction of the water system in accordance with the approved Water Plan. The time schedule shall provide for completion of the water system and inspection by the appropriate health authorities prior to application for building permits within the final plat. The arrangements or agreements shall include a provision holding Spokane County and the purveyor harmless from claims by any lot purchaser refused a building permit due to the failure of the subdivision sponsor to satisfactorily complete the approved water system. Conditions Of Approval PE- 1469 -84 Page 4 8. The final plat dedication shall contain the following statement: "The public water system, pursuant to the Water Plan approved by county and state health authorities, the local fire protection district, County Building & Safety Department and water purveyor, shall be installed within this subdivision or binding site plan, and the applicant shall provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot and prior to issuance of a building permit for each lot." 9. No building permit will be issued for any lot within the final plat until certified by a Washington state - licensed engineer that "the water system has been installed pursuant to the approved Water Plan for the final plat," including a signed license stamp. The certification may be in the form of a letter, but is preferred to be certified on a copy of the Water Plan as a schematic map showing the "as- built" water system. 10. The Water Plan and the above four (4) conditions of approval regarding the Water Plan may be waived by the Planning Director /designee upon receipt of letters from the appropriate water purveyor and fire protection district stating that simple connections to an existing, approved water system will provide adequate domestic and fire protection water to ensure the public health, safety and general welfare. 11. A survey is required prior to the filing of a final plat. 12. That the final plat dedication shall include: "Warning, that until the property to the south and east is subdivided, agricultural pursuits exist and may cause odors, dusts, sprays and noise. 13. That prior to filing a final plat with existing structures, all buildings shall be removed or relocated to meet appropriate building setback requirements in the Urban Residential -3.5 (UR -3.5) zone. COUNTY ENGINEER'S DEPARTMENT CONDITIONS (UPDATED) 1. The conditional approval of the plat is given by the County Engineer subject to dedication of right -of -way and approval of the road system as indicated in the preliminary plat of record. 2. Plans, profiles, and cross- sections as designed to County standards showing proposed street centerline and curb grades shall be submitted to the County Engineer for approval prior to construction and/or the filing of each final plat; road plans to be prepared under the direction of a licensed Professional Civil Engineer. 3. Drainage plans and design calculations showing the alignment of drainage facilities shall be submitted to the County Engineer for approval prior to construction and/or the filing of the final plat. Drainage plans to be prepared under the direction of a licensed Professional Civil Engineer. 4. Construction within the proposed public streets and easements shall be performed under the direct supervision of a licensed engineer /surveyor, 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. 5. No construction work is to be performed within the existing or proposed 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. 6. All construction within the existing or proposed public right -of -way is to be completed prior to filing each 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. 7. Appropriate provision shall be made that the following - described property be held in trust until the continuation of the streets be dedicated or deeded: a one (1) -foot strip at the ends or edges of all streets that terminate or border the subdivision boundary. (Temporary cul- de- sacs are required when streets terminate at the subdivision boundaries.) Conditions Of Approval COUNTY UTILITIES DEPARTMENT (UPDATED) PE- 1469 -84 Page 5 8. A statement must appear in the dedicatory language of the final plat: "that individual driveway access permits be required prior to issuance of a building permit for driveway approaches to the County road system." 9. All public roads within the plat shall be designed and constructed to Spokane County standards. 10. The proposed subdivision shall be improved to the standards set forth in Spokane County Board of Commissioners Resolution No. 80 -1592, as amended, which resolution establishes regulations for roads, approaches, drainage and fees in new construction. 11. That no direct access from lots to Stub Road connections until such roads are constructed to County Standards and established as County Roads. 12. That mad design, construction, and drainage control for 1/2 right of way and Stub Road connections are the responsibility of the developer /applicant. 13. That the County Engineer has examined this development proposal and has determined that the impacts of this proposal upon the existing County Road System warrants the roadway improvements herein specified. 14. Applicant shall dedicate 14 feet on 32nd Avenue for right -of -way. 15. Applicant shall dedicate 10 feet on Best Road for right -of -way. 16. Evergreen Road is a designated Major Arterial. Spokane County Road Standards require a total right of way width of 68 feet (34 feet to either side of the center line). Total right of way width in the Evergreen alignment varies 40 feet to 60 feet. Applicant shall dedicate right of way along Evergreen Road in an amount which will bring the total amount of road right of way east of the centerline up to 34 feet. 17. The County Engineer has designated Typical Roadway Section Number 2 Collector standard for the improvement of 24th Avenue. The construction of sidewalk is also required. 18. The County Engineer has designated Typical Roadway Section Number 2 Minor Arterial standard for the improvement of 32nd Avenue. The construction of sidewalk is also required. 19. The County Engineer has designated Typical Roadway Section Number 2 Major Arterial standard for the improvement of Evergreen Road. The construction of sidewalk is also required. 20. The County Engineer has designated Typical Roadway Section Number 2 Access standard for the improvement of Best Road. The construction of sidewalk is also required. 21. The County Engineer has designated Typical Roadway Section Number 2 Collector standard for the improvement of interior streets. 22. A statement shall be placed in the plat dedication that no direct access be allowed from lots to Evergreen Road. 23. Existing county roads providing direct access to the plat shall be paved and/or curbed to Spokane County standards. 24. The word "applicant" shall include the owner or owners of the property, his heirs, assigns and successors. Pursuant to the Board of County Commissioners Resolution No. 80 -0418, the use of on- site sewer disposal systems is hereby authorized. This authorization is conditioned on compliance with all rules and regulations of the Spokane County Health District and is further conditioned and subject to specific application approval and issuance of permits by the Health District. Conditions Of Approval 2. The dedication shall state: PE- 1469 -84 Page 6 "The owner(s) or successor(s) in interest agree to authorize the County to place their name(s) on a petition for the formation of ULID by petition method pursuant to RCW 36.94, which petition includes the owner(s)' property; and further not to object by the signing of a protest petition against the formation of a ULID by resolution method pursuant to RCW Chapter 36.94 which includes the owner(s)' property. PROVIDED, this condition shall not prohibit the owner(s) or successor(s) from objecting to any assessment(s) on the property as a result of improvements called for in conjunction with the formation of a ULID by either petition or resolution method under RCW Chapter 36.94." 3. Any water service for this project shall be provided in accordance with the Coordinated Water System Plan for Spokane County, as amended. 4. The dedication shall state: "Each new dwelling unit shall be double - plumbed for connection to future areawide collection systems." 5. A dry sewer connection to the future areawide sewerage system shall be constructed. Plans and specifications for the dry sewer connection shall be reviewed and approved by the Utilities Department. 6. (Amend to read): Within six months after the sewer interceptor is available as indicated in the CWMP within 3,200 feet of the edge of the preliminary plat of Day Break Estates, construction shall be commenced to connect Day Break Estates and subsequent phases to the general sewerage system: All costs related to such construction shall be borne by the developer and a bond to insure such construction shall be provided at the time of final plat approval; provided two - thirds of the 174 lots (116) lots have been filed as a final plat and subject to the County Utility Department developing a reimbursement program/agreement for this preliminary plat. COUNTY HEALTH DISTRICT CONDITIONS (UPDATED) 1. Water service shall be by an existing public water supply when approved by the Regional Engineer (Spokane), State Department of Social and Health Services. 2. Prior to filing the final plat, the sponsor shall present evidence that the plat lies within the recorded service area of the water system proposed to serve the plat. 3. The dedicatory language on the plat shall state: "Use of private wells and water systems is prohibited." 4. The dedicatory language of the plat will state: "Subject to specific application approval and issuance of permits by the Health Officer, the use of an individual on -site sewage system may be authorized." 5. ' A combined surface water and sewage disposal detailed plan shall be approved by the County Engineer and the Spokane County Health District prior to the issuance of any building permit for this project. 6. Prior to filing the final plat, the sponsor shall demonstrate to the satisfaction of the Spokane County Health District that a suitable site for on -site sewage disposal systems are available on all lots. 7. (Amend to read): Prior to filing the final plat, the sponsor shall demonstrate to the satisfaction of the Spokane County Health District that the existing on -site sewage disposal systems serving the residences located at South 2409 Evergreen Road, South 2615 Evergreen Road, South 2720 Best Road, and South 2724 Best Road are wholly located outside the boundaries of the plat, as applicable per each phase. BUILDING AND SAFETY DEPARTMENT CONDITIONS (UPDATED) 1. That the water plan shall show the Location of each fire hydrant or fire prevention facility and must comply with Chapter 10.04 of the Spokane County Uniform Fire Code Ordinance, as amended. Conditions Of Approval PE- 1469 -84 Page 7 2. That the water plan shall specify the gallons per minute for each fire hydrant at residual pressure of no less than 20 p.s.i. (a minimum pressure). 3. That the water purveyor and Fire District shall sign the water plan prior to County Building and Safety Department's review. OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON October 9, 1990 TO: SPOKANE COUNTY PLANNING DEPARTMENT (Current Planning Administrator, Attn. Paul Jensen FROM: SPOKANE COUNTY ENGINEER* Qk SUBJ: Evergreen Point 6th Addition I 9 re: Subdivisions The County Engineer has reviewed the redesign of the final plat of Evergreen Point 6th Addition. The following comments are applicable regarding the review: The applicant shall comply with all conditions of the original approval, the applicant shall not finalize Evergreen Point 6th Addition until such time as a new preliminary plat has been approved for Evergreen Point for the area not yet finalized through the final plat process. Without this approval a number of proposed lots would be landlocked without access because of the redesign of Evergreen Point 6th Addition. �I, OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON October 2, 1990 TO: SPOKANE COUNTY PLANNING DEPARTMENT (Current Planning Administrator) FROM: SPOKANE COUNTY ENGINEER SIIBJ: Time Extension Request re: PE 1469 -84 We have reviewer' the above referenced Time Extension Request. The following comments are applicable to the request. 1. We have no new Conditions of Approval to add. J OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON October 2, 1990 TO: SPOKANE COUNTY PLANNING DEPARTMENT (Current Planning Administrator) FROM: SPOKANE COUNTY ENGINEER Si) ➢J: Time Extension Request 1969 -39 We have reviewed the above referenced Time Extension Request. The following comments are , applicable to the request. We have nu new Conditions of Approval to add. SPOKANE COUNTY COURTHOUSE MEMORANDUM TO: Spokane County County Engineer Spokane County Utilities Spokane County Health District Spokane County Department of Building & Safety Fire Protection District No.1 Vera Water District 7Ot FROM: Tim Lawhead, Planner II DATE: September 20, 1990 SUBJECT: Extension of Time for PE- 1469 -84 Please direct any written response to Tim Lawhead. Thank you for your prompt attention. sam c: Bill Smith, 2701 S Bolivar Rd, Spokane, WA 99223 Enclosure PLANNING DEPARTMENT BROADWAY CENTRE BUILDING N. 721 JEFFERSON STREET PHONE 456 -2205 SPOKANE, WASHINGTON 99260 The Spokane County Planning Department has received the attached request for an Extension of Time to finalize the plat of PE- 1469 -84. If you have comments on the proposed extension or believe additional conditions should be made a part of the preliminary plat approval, please forward comments to us by October 4, 1990. If you have any questions please contact Tim Lawhead at 456 -2205. Engineer/Surveyor: Address: ;'State, Zip: **' * * * ** * * * ** *7 * * * * * * * * r�r Plat Name:, Evergreen Point AKA Day Break Esta Nuber of'Acres ? 74 5 acres 1 ) Property Owner * 'Nyholm /Anderson Address c /o Bill. Smith 9929; City State, ;Zip:' same : p hases Plat Number: PE- 1469 -84 and ZE.81 -84 Number of Lots: 174 lots Sponsor: Bill Smith'.::: . Address S. 2701 Bolivar Rd:: City, State, Zip: Spokane, WA No: 926-0777 CONTACT: BE CCEPLETID ONI, IF THE ' Number of lots originally, appro Number of Number of : Nuber of lots ,rema tying i Y acres :`renaming PLEASE P%WIDE US wrra THE FOLLOWING flgUH TIW iefly summarize .ti; ; to date„.,,,nPrepa ing the plat.to be finalized (i.e., physical oor:atruction, bonding. far ingi zwen e nts, . surv and or .granting easements, etc ) Evergreen Point Additional Phases 1 5' have been completed along with Evergreen drafting work, acoatplishanq various depaxntal' requirements, obtaining Point P.U.D. (Approved under a:separate application),`. .designs at this time4or a 6th Addition withsubsequent phases. ^.to be''devel oped in a timely manner withinthe,n` ext;= ear 4i eveloper'is completing No 90 0813 By: BEFORE THE BOARD OF COUNTY COMMISSIONERS FOR SPOKANE COUNTY IN THE MA II ER OF FILING THE FINAL PLAT OF ) EVERGREEN POINT FOURTH ADDITION ) FILE NO. PE- 1469 -84 AND ZONE CHANGE FROM ) AGRICULTURAL (A) TO SINGLE FAMILY ) RESOLUTION RESIDENTIAL (R -1) FILE NO. ZE -81 -84 IN ) SECTION 26 TOWNSHIP 25 NORTH, RANGE ) 44 EWM, SPOKANE COUNTY, WASHINGTON ) BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON, that the Final Plat of Evergreen Point Fourth Addition those portions of Tracts 224, 225, 225 & 227 of Vera located in the SW 1/4 of Section 26 Township 25 North, Range 44 E.W.M., Spokane County, Washington, described as follows, with a more precise description located in the plat dedication: Portions of Tracts 224, 225, 226 and 227 of VERA, as per plat thereof recorded in Volume "O" of Plats, page 30, described as follows: BEGINNING at the Southeast corner of Lot 5, Block 2 of EVERGREEN POINT, as per plat thereof recorded in Volume 18 of Plats, page 33; thence North 00'43'00" East along the Easterly line said plat a distance of 49.75 feet to the true point of beginning; thence continuing North 00'43'00 East along said Easterly line a distance of 525.00 feet to the Northeast corner of Lot 1, Block 1 of said plat; thence South 89 °17'00" East a distance of 187.50 feet; thence South 00 °43'00" West a distance of 21.54 feet; thence South 89'17'00" East a distance of 130.00 feet; thence South 06°29'04" West a distance of 134.33 feet; thence South 58 °47'00" East a distance of 60.00 feet; thence South 31 °13'00" West a distance of 50.00 feet; thence South 05 °36'06" West a distance of 297.35 feet; thence North 89'17'00" West a distance of 305.00 feet to the true point of beginning; Situate in the County of Spokane, State of Washington. UPON THE RECOMMENDATION of the Spokane County Planning Department, the final plat is approved with the exception that the public rights of way dedicated in this plat will not be established for maintenance purposes until the County Engineer has certified that the roads have been improved to County standards and approved by separate resolution of the Board of County Commissioners. ADDITIONALLY, until the final plat document is filed in the Spokane County Auditor's Office, this subdivision has only preliminary plat status and is subject to expiration and null and void status if not periodically granted an extension of time consistent with the policies and procedures of the Planning Department. Patricia A. y, Chairman S tev son hn R. McBri I ft 4 erke PASSED BY THE BOARD THIS \-3 DAY OF Al I EST: d IAM E. DON k of the Board i REV 1/90 mo osanne Montague, Deput BOA OF SPO , 1990 OF COUNTY COMMISSIONERS NE COUNTY, WASHINGTON 1 F i OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON TO: Tom Mosher, FROM: Spokane County Engineer 4 Gr6 - - -- SUBJ: Evergreen Point PE 1469, Change in design June 29, 1989 Attached is a copy of a change in roadway design for a portion of the approved Preliminary plat of Evergreen Point. The sponsor proposed the elimination of a through street and replacing it with a cul de sac. We have reviewed the proposal and concur with the change. If you have any questions please contact Bob McCann or Gary Nelson at 456 - 3600. \ 44 - /1.1 2060.58 E OUT 20/0.68 2 : 25m /0,45 /0,4150 bll!'e 111 uI ilII /55 28 R 1„3.°°04 P €O ROAD 19 /64.04 /7,04o 5 /0,6150 it eon /E 20 /4 24 . g 25 /5,000, /6 19 loj �o :e s.9/ a' ro' "u S UN RISE o.o ' C y 3 0 ' n /E /N 20/5 L/ /v' 11 a /EOUTZO /5. / 16'00°4 . /E/N2023.00 1 00• /5007202n0 4 a /7, 6 0 4) 6 1,600 /E /1720/2.. 6 'Z /E007 3 2 /0,6154 ry /n,6150 /20' 14 � 1 Ix 13 16,000 0 5 10,7000 12 /5100 4 8 6 m 7 19,900 0 /9,9004 ( 0RIpiN4 OS / �' 400 ° 1-14 15 235 LE 5 o.0200 /It 15 •/ 0 / IJ 4000E 3" @.0'-00 13 /5;0000 • 3Z0LF 6re.01 5 /0,906 0 /o8 36 /06000, 0 Y14o — BROOK— 10 Additional •' 13 R/W Dedication /5 /A/ 20/726 0TZO/5. 74 N Ps' 8I' yz "14114 400LF 8'.0/00 /54N 202 /.34 500 � 'UGKG e 564/ _ PO /NT /E /N 20/3.772 , ZEr1'�^�'. 2435i6 /E DUTZO /3.'6\ 6E /N (N1ZO3.5/6 Y NUt W(F 20/5,07 h �E 0” (J1.203506 25o4 • /gCz34 /A� \ c u 4 :4 2s 95 a BS\ 05' 83 /4625 85 /E /N 2025.44 /EOUT Z005.34. /E /1/ 203! X /5 00 3030/C 34 / :,500 4) R5' /E /4 1501 Test No. Station and Ref. to C/L Ref. to Sub Grade Type of Material and Use M)iSIURE PERCENT PERCENT PASSING #4 SIEVE CRY DENSITY PCF REMARKS Opt. Opt. Correct& Fielc Test Max. Corr. 5y � L � � rr gha. -Nn. Field Test % Max. &I;var Al Sta 71 O.G. Rackf/( 8H '14 5•2. 1070 12.7 -I IH0,5 2.. 66 13 4.3 954 ) 9570 0 - 801>wr R.( si 6+6 H•6 6.9 Vkua I 'nip- 1 'tos 135 . 96.1 3 0 aoC iwr q. 6.Z i' Pith S / ii•9 I33.9 9.5,3 95.3 1 `f 13otivar Rl s� F +oo v H.6 S.$ visua r „ e ,, ✓ J1d J DAILY COMPACTION TEST REPORT Project Engineer Contractor kalw4 Project Name Fver9rvvn REMARKS: kileitevil Poi- SPOKANE COUNTY ENGINEERS Cont. No. E'G p -ooa. Date 'i' /iq /p9 Page No. of / DEFECTOR 4,-.1711. Sta. U.L. Offset Read- in.s Av.. orr.Ga Std. % Rice Sta. .z,'-9 Sta. a-7 to Sta. /r/,'2!6 Dens. Depth orr.UL Control ACP v Lot No. / Tons ,, 27 /y2 Fara - ATB Thick 7 ACP • ATB Thick ATB Thick Class A7 C, or Rt. E, F, G ; EB, WB, J�B SB MI WTI ra.. in �- �.■�1l> G0 �J a . 6 . 1 Other . /. Leveling Std.Density Passes RemarksMat Wearing r_ Rice Density.44=, 7 - `/ 0 /.3 Leveling I 3 z Wearing Density - 8 O Air �6°F !SJ EM Rice /...„,,,z Fa. /s fo ,eGr ,z A;/. Sum ��_ n -- o'' . o Z S >ecs F Gauge Correction Factor /, o Sta. U.L. Dens. ,Jffset Read- ings Avg. Corr.Ga % Std. % Rice Sta. to Sta. Depth Corr.UL Control ACP Lot No. Tons ACP • ATB Thick ATB Thick Class B, C, E, F, G Lane: Lt. or Rt.; EB, WB, NB, SB Other Class B, C, E, F, G Lane: Lt. or Rt.; EB, WB, NB, SB Other Leveling Leveling Std.Density Rollers Passes Temp: Mat Remarks Wearing Density Std.Density Rice Rice Rollers' Passes Temp: Mat Air Air Remarks Sum Sum Avg. Avg. Gauge Correction Factor Gauge Correction Factor Sta. U.L. Dens. Jffset Read- ings Avg. Corr.Ga % Std. % Rice Sta. to Sta. Depth Corr.UL Control Lot No. Tons ACP • ATB Thick Class B, C, E, F, G Lane: Lt. or Rt.; EB, WB, NB, SB Other Leveling Wearing Density Std.Density Rice Rollers' Passes Temp: Mat Air Remarks Sum Avg. Gauge Correction Factor Section Comments: ASPHALT CONCRETE PAVEMENT COMPACTION CONTROL REPORT Contract No. 628 03 �SR No. �� 1 r Gauge No. "403 - G Project Engineer Street Inspector/ Ed INSPECTOR'S SIGNATURE Date c:5 8 7 Go ntractor ; :;4t 4/iv /J Sta. U.L. Dens. Jffset Read- ings Avg. Corr.Ga % Std. % Rice Sta. to Sta. Depth - orr.UL Control ACP r Lot No. / Tons 404 4 29a e.f 2/ . J /27Z / 86- 4 ° ATB Thick r /62. n,..5" Class B& C, E, F, G Lane: Lt. or Rt.; EB, WB, NB, SB Other 29 di 2 f o 4 ML/ /3Z /34.4 Ejedyu -. -• //++ -70 90.3 /o 2/ /.35.5 . 29mv,f Sieve /3¢•S L3;e/ /27./ /Z4.3 - 5419 Leveling Std.Density Rollers Passes Temp: Mat Remarks 13O 17 13 Wearing Density x / ,3i/ /z5.S T.S. Rice /98,7 Fladbna 63445.0 /29.3 /3 / ,S /9 2J. /26./ /Z6./d F.+oy-u.c. t ao BS,1 DDU 74 /9,/ /27;0 4 m.e. /6-so 4 . /2»S /y9. / /2B -3 Avg. 86. 3 2 /60P Air ,S¢0 � . /3/. / / �9y,� m,, ,,L „ 4, ,,4 ,R,i , d Sum - A V9• Sum Cocs.4.,44„7.,.m -, • fe. 1.. , Factor /, do 's.. - 14(1.�..w. Avg. ; 4 Gauge Correction Factor _ ton Sta. U.L. Dens. Jffset Read- ings Avg. Corr.Ga % Std. % Rice Sta. to Sta. Depth - orr.UL Control ACP X Lot No. 7 _ Tons ,ya/,:.a,e- /3•-so 9 .- /2s. 127'0 8SI ATB Thick a ., q� ,ze.2 Class B C, E, F, G Lane: Lt. or Rt. ; EB, WB, NB, SB Other 2131 4i /y'1¢ ez7, 7 /29.3 Ejedyu -. -• //++ -70 .7 /z'.f, /3o.R . 28 .3/90 /3¢•S L. /3 /.S /327 - 89-2 Leveling Std.Density Rollers Passes Temp: Mat Remarksj,€,J 13O 17 13 Wearing Density y 4f. /f34.R T.S. Rice /4,F,./ .2 2.8L4 2.8L4 2,/0o /29.3 /3 / ,S 92-i, 1/29-3 , /30.S F.+oy-u.c. t ao �/ 8/,7 DON 7 9 da. /31. (o 29?'` o#so 4. /..31.8 /3/ Avg. $$,l 4373 Air � . /3/. / ,vk �o.)„ /os� /P Sum Ptnn, .o/7 GaugeCorrection fe. 1.. , Factor /, do 's.. - 14(1.�..w. Avg. 037,5 Sta. U.L. Dens. Jffset Read- ings Avg. Corr.Ga % Std. % Rice Sta. to Sta. Depth "orr.UL Control ACP ,% Lot No. ,,? Tons re etere.w /4 �ao /3S•7 /3¢17 /3Z.6 /33'2- g gj. $i/' ATB Thick 2" /33.7 /d2,/ Class (`7 C, E, F, G Lane: Lt. or Rt.; EB, WB, NB, SB Other E /3t /o /33,/ iW.y Ejedyu -. -• //++ -70 Leveling Std.Density Rollers Passes Temp: Mat Remarks Wearing Density . /3¢•S Rice /4B -7 - / ,® 13O 17 13 8 79 679. , pp T.S. .6047 . /otso /29.3 /3 / ,S 7 7 F.+oy-u.c. t ao Air /33. Ln/ - 44 ,/o �n�s,//Prii Sum 446.3 «3 nq 42Ltrn . Gauge' Correction Factor 70 Avg. Inspector 4 ;.i ASPHALT CONCRETE PAVEMENT COMPACTION CONTROL REPORT Date 039 Contract No.f48 SR No. Gauge No. ,4'J -3.7 Project Engineer - 7./4/AC Eli liFR.l''/erc.o Y Contractor _4 45 Street Inspector / 4,S,,.,, ... / O ae ,4 � .M A .. it 'Sir -.raMAIMIP_Wri 4' / Comments: INSPECTOR'S SIGNATURE 1- b w (D 0 0 ro w rt 0 rt 0 SPOKANE COUNTY ENGINEERS DAILY COMPACTION TEST REPORT 14 1' • rt 1417s 41- So 34- 5 2 7 /,L 7.) Aso Station and Ref. to C/L t *k - \ ^ 1 . Sub Grade . l r s 3 +Nt Type of Material and Use Opt. Opt. Cotiected 46 5,71 on 63 tN I Field Test PASSING 1/4 SIEVE L a s /424 Yf L Corr. L L. No. e Fief Test 94.7 97-6 97 -3 9E -z 2 7- -i S ki i b w (D 0 0 ro w rt 0 rt 0 SPOKANE COUNTY ENGINEERS DAILY COMPACTION TEST REPORT VS:set SPOKANE COUNT court HOUSE TO WHOM IT MAY CONCERN: 1 M2D IECI J cl ' a .7N"r `e PUBLIC WORKS DEPARTMENT OFFICE OF COUNTY ENGINEER RONALD C. HORMANN, P.E. COUNTY ENGINEER SPOKANE, WASHINGTON 99260 -0170 September 16, 1987 RE: Evergreen Point Addition No. PE 1469 Road File No. 2136 Lot 7, Block 5 The construction of road and drainage improvements in the Plat of Ever- green Point has been substantially completed. The minor work remaining to be completed is secured by a bond from the developer. Upon completion of the remaining work, the road, including curbing and drainage improvements can be accepted and processed for inclusion into the County Road System. Very truly yours, Ronald C. Hormann, P.E. Spokane County Engineer Verril'Smale f� Enginehring Administrator Public Works Building / North 811 Jefferson Street / Spokane, Washington 99260 -0170 (509) 456 -3600 Inter- office Communication / To / v✓2-1 r, /ce Subject r f 4 0-71 re et U c_ e G' Act 5 Form 327 -C.R. OFF "E OF COUNTY ENGIN,JER SPOKANE COUNTY, WASHINGTON Date e• ,2 From T v-iz ( rM 5 ,/�� y et'— rPet� /tenihet "C/ 1y• ,19 '2 7 c � c 7 e 4- 6° Tic 5 74 Luc, I r eC Y / i r e � Gi*- CA / J 7 Cr 1-✓L I% `e 4 G fired A--7 c Inter-office -- Communication To 77; v3-1 (Ka A. C 1 er rx frn Subject G ( Je . f r -e• From Form 327 —C.R, OFFICE OF COUNTY ENGINLER SPOKANE COUNTY, WASHINGTON Date 8 � r ,19 g7 :r t / ?' `0 9 a- /',e S o u � a� �P ;/e) b e rye r [ / Gan 2 YY l `°" S G� y Inter-office Communication To r.l I Ylt a rho._ c i () OFFICE OF COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Dote e / 87 From e V Int I t/K SS .f 4-‘, U �/ 1•`o vt PE !J beecl's c:, ( ✓mss 1, Subject E v c r t- c r k, (idc- cc hu e -- o_cde tca/c / $e / G� ccc.c - rte/ CY /l6, rite W rr o € G U e ✓ e `C /J [may TA e c2_11 ca c Yl el e e 5 " O -("_ / 7 lrc,,s f, ✓ X e r Gu.,, ✓j a--cu the re r e 6-e re co---A7 l Transamerica Title Insurance Services April 9, 1987 Spokane County Engineers Office N. 811 Jefferson Spokane, WA 99260 -0170 Attn: James Eads Transamerica Title Insurance Company 320 108th Avenue Northeast Box 1493 Bellevue, Washington 98009 (206) 451-7301 We are in receipt of your documents requesting reconveyance of a Deed of Trust and must return the same to you for the following action: tv Enclosure Upon completion, return to my attention. Thank you, tg d "Request for Reconveyance". sa APR Z a 1987 �kANf CoUr , V Please submit Original Note - -- marked "Paid in Full ". Wrong note submitted. \/ Please submit the original Deed of Trust.t. Qbs% \ Please submit a Letter of Indemnity for lost note. Please submit a Letter of Indemnity for lost Deed of Trust. k,../ Please submit pre - payment of $25.00 for our Trustee's Fee and, if you wish for us to do the recording, an additional $5.00. Total: $30.00.` Other: Am returning your papers as it is not necessary for-us to have them. When you are ready to reconvey, the above list I have checked will show you what we will need. Thanks., If you have any questions concerning the above, please call me at 451 -7301 Ext. 63. Patricia Blahnik Trustee Services Dept. Transamerica Title Insurance Company 320 108th Avenue North East P.O. Box 1493 Bellevue, WA 98009 JE /Jp Enclosure SPOKANE COUNTY COURTHOUSE {Nines 0 )( 151% OFFICE OF COUNTY ENGINEER Ronald C. Heimann, P.E. Acting County Engineer Si'onaay , atsrax_voiroN 99260 March 26, 1987 Attn: Patricia Blahnik (Trustee, Security Dept.) Dear Ms. Blahnik: I am returning the Deed of Trust (Roy H. Nyholm, etal) for proper acknowledgement as shown on page 4 of said Deed of Trust. There was a misunderstanding by this office and the Engineering Plats Department on the initial forwarding of this document for processing. Please sign the acknowledgment• and return a copy of said Deed of Trust. Sorry to inconvenience you. We will make a more complete check of future documents prior to forwarding to your office. If you need more information, please call me (509 -- 458 -2409) at any time and I will be happy to assist you in any way I can. Very truly yours, Ronald C. Hormann, P.E. ing Spokane County Engineer mes ads ight of Way Agent Public Works Building North 811 Jefferson Street Spokane, Washington 99260 (509) 456 -3600 87-1122.0 870301()2GO DEED OF TRUST Vi 'ICE 8 This Deed of Trust made this _75 day of February 198 7 , by and ROY H. NYHOLM and MARIE E. NYHOLM, husband between Grantor, whose name and address is a wife; �WESLEY B. ANDERSON and ALICE M. ANDERSON, husband and wife; and HAROLD (Grantor s naive and ress G. ANDERSON_ iR a gingle_narson , Trustee, whose name and address is Transamerica Title Insurance Company, a corporation L ; and SPOKANE COUNTY, a municipal corporation and tee s ne and address) Washington, political subdivision of the State of Washington, Beneficiary, whose address is West 1116 Broadway, Spokane, Washington. Grantor hereby bargains, sells and conveys to Trustee in trust with power of sale the following described real property in Spokane County, Washington: Lots 4, 5, 6, 7, and 8, Block 4, and Lots 2, 3, 4, - and 5, Block 2, all in the final plat of EVERGREEN POINT and located in the Southwest quarter of Section 26, Township 25 North, Range 44, E.W.M.; Situate in the County of Spokane, State of Washington. G r yyy z,I'dE This deed is for the purpose of securing the obligation of the Grantor herein not to sell, convey or apply for building permits on any lot assigned herein until the Grantor constructs all roads, drainage structures and facilities, sidewalks, monuments, curbs and other facilities in accordance with the approved plans on file 77,1 oz- s DC ir44 r" -.' in the Spokane County Engineer's Office' These plans are designed to meet Spokane County Standards adopted in Resolution No. 80 -1592 as amended and conditions of approval in the findings and order for PE- 1469 -84 and zone change zE -81 -84 . The Grantor agrees to complete the above- mentioned improvements by I - .: c ,/,.1, iY6'S''. In the event these improvements are not completed by the above- mentioned date, the Grantor is considered to have defaulted on the deed of trust and Spokane County may at any time thereafter proceed as outlined hereafter. The Spokane County Engineer's estimate for these improvements is $ 46,000.O40 It is further understood that this Deed of Trust is for the actual cost of improvements at the time they are made, which cost may exceed the Spokane County Engineer's esti- mate. To protect the security of this Deed of Trust, Grantor covenants and agrees: 1. To keep the property in 'good condition and repair; to permit no waste there- of; and to comply with all laws, ordinances, regulations, covenants; conditions and restrictions affecting the property. ca) -2- 683 °ACE ,iy before delinquent all lawful taxes and assessments against 'the prop - kee'p the property free and clear of all other charges, liens or encumbrances Brin the security of this Deed of Trust. 3. To defend any action or proceeding purporting to affect the security hereof or the rights or powers of Beneficiary or Trustee, and to pay all costs and expenses including costs of title search and attorney's fees in a reasonable amount in any such action or proceeding, and in any suit brought by Beneficiary to foreclose this Deed of Trust. 4. To pay all costs, fees and expenses in connection with this Deed of Trust including the expenses of a Trustee incurred in forcing the obligations secured here- by and the Trustee's and Attorney's fees actually incurred as provided by statute. 5. Should the Grantor fail to pay when due any taxes, assessments, liens, encumbrances or other charges against the property hereinabove described, Beneficiary may pay the same, in the amounts so paid with interest at a rate of io percent shall be added to become a part of the debts secured in this Deed of Trust. It is mutually agreed that: 1. Reconveyances. a. Conditions for Reconveyance. Grantor shall have the right to have any lot or lots within the subdivision reconveyed. The conditions precedent to said reconveyance are: 1. No notice of default remains uncured; 2. Grantor shall he entitled to said reconveyance on all or a portion of the lots within the subdivision upon: (a) Construction by the Grantor of all roads withiln the final plat to the standards required of the Grantor by the Beneficiary in accordance with such final plat and acceptance of said construction by the Beneficiary; or (b) Construction by the Grantor of a portion of the roads within the final plat to the standards required of the Grantor by the Beneficiary in accord- ance with such final plat and acceptance of said construction by the Beneficiary. Provided, however, the Beneficiary retains the exclusive authority to determine whether or not to accept any portion of the roads based in part upon the tratfic flow within the approved plat; or (c) Submittal by the Grantor and acceptance by the Beneficiary of acceptable guarantees to construct all or a portion of the roads within the final plat to the standards submitted to the Grantor by the Beneficiary in accordance with fees; to. 6Ef," on Such guarantees may include performance bonds, loan assignments or /Intents of savings accounts. Provided, however, a submittal to the Beneficiary of guarantees for less than all the roads in the plat must be accompanied by a writ- ten development proposal indicating those lots within the approved plat which will be sold as a result of a partial reconveyance. The development proposal must be ap- proved in writing by the Beneficiary prior to the acceptance of the guarantee and partial reconveyance; 3. Grantor shall pay for ALL costs and fees in preparation of full or partial reconveyances. a. Subordination to Third Party Vendees. Beneficiary agrees that in the event of foreclosure of Grantor's interest herein, Beneficiary shall reconvey to Vendees of the Grantor upon performance by said Vendees to Beneficiary as herein - before stated. 2. Cooperation. Each of the parties hereto, forthwith, and on the request of the other, shall execute and deliver such documents and take such actions as may be reasonably required in order to carry out the intent and purposes of this Agreement. 3. Default. Upon default by the Grantors in the performance of any agreement contained herein, all sums secured hereby shall immediately become due and payable at the option of Beneficiary. In such event and upon written request of the Benefi- ciary, the Trustee shall sell the trust property in accordance with the Deed of Trust Act of the State of Washington, and public auction to the highest bidder. Any person except Trustee may bid at the Trustee's sale. The Trustee shall apply the proceeds of the same as follows: a. To the expense of sale, incuding reasonably Trustees and attorney's b. To the obligations secured by this Deed of Trust; c. The surplus if any shall be distributed to the persons entitled there- 4. Trustee shall deliver to the Purchaser at the sale, its Deed without war- ranty, which shall convey to the Purchaser the interest in the property which Grantor had, or had the power to convey, at the time of his execution of this Deed of Trust, and such as he may have acquired thereafter. The Trustee's Deed shall recite the facts shown that sale was conducted in compliance with all the requirements of law and of this Deed of Trust, which recital shall be prima facie evidence of such com- -3- ,„sear... i :e evidence thereof in favor of bona fide purchasers and encum- r r value. The power of sale concurred by this Deed of Trust and by the Deed of Trust Act in the State of Washington is not an exclusive remedy; Beneficiary may cause this Deed of Trust to be foreclosed as a mortgage. 6. In the event of the death, incapacity or disability or resignation of Trustee, Beneficiary may appoint in writing a Successor Trustee, and upon the re- cording of such appointment in the mortgage records of the county in which this Deed of Trust is.recorded, the Successor Trustee shall be vested with all powers of the original Trustee. The Trustee is not obligated to notify any party hereto of pending sale under any Deed of Trust or of any action or proceeding in which the Grantor, Trustee or Beneficiary shall be a party unless such action or proceeding is brought by Trustee. 7. This Deed of Trust applies, inures to the benefit of, and is binding not only on the parties hereto, but their heirs, devisees, legatees, administrators, executives, successors and assigns. M1• 1,1 ' ;. . D Approved as to form: 3POKANECOUNTY PROSECUTOR'S OFFTCE STATE OF WASHINGTON ) COUNTY OF SPOKANE ) ss TRUSTEE Received this day of -4- GRANTOR Byto e () ( ' ( 2 /". By By 9,1 J. t SPOKANE COUNTY BY n, :oard o — o.n y fomni53 ers ane County, Washington On this day personally appeared before me Roy H. Nyholm, Marie E. Nyhoim, Wesley R. And rson. Alice M Ander= and Harold G. Anderson, Jr.,_ mown to me to be the individual(s) described in and who executeFf e within and foregoing instrument and acknowledged that they signed the same as their free and voluntary act and deed for the uses and purposes therein stated. Given�ufder my hand and affixed my official seal this T' X 1 1 day of February , 1 - 9 - 5 7 •,,� �. :; , Notary In and Notary By Title ( Pu3lic ✓_. •• for the State of Washington,, 7, Number , 19 . • 12 Estimate for improvements for $46,000.00 (Forty Six Thousand dollars) is as follows: $ 6,000.00 for. sewer $ 40,000.00 for roads, drainage structures and facilities, sidewalks, monuments, curbs etc: 1 A' Station and Ref. to C/L Ref. to Sub Grade Type of Material and Use MOISTURE PERCENT PERCENT DRY DENSITY PEE Opt. Opt. Corrected Field Test PASSING //4 SIEVE Max. Corr. Std. No. Field Test % Max. REMARKS / S I- so 2 /'E, ( 'Ec., S.3 L /31,3 9S•9 53 944 E, AG ,6.,q y ,. Ai EL¢fEOl w q✓ 2 4 4-so 17'24 ' 20 F1-• g !1 '' n 4 ¢4 ,,, I/ 3 II4- Vo 4- 13 Fen I9 ;P�. [ / 2/- n it 4 f' 5,R CA' n a 9R 6...xy..s., . fi, ,-'1pd C I/�iso 952Z DAILY COMPACTION TEST REPORT Project Engineer Contractor �,N/g-_ / n5 ph q /b Project Name £yr pap,.rj,/ P J I' REMAR cS: 7 '-5 5 . -,nv. � .P • !��% � - SPOKANE COUNTY ENGINEERS Cont. No. pA13,,,g3$ Date ,j _Ae_A:i' Page No. / of •l INSPECTOR 2e / \ Test No. Station and Ref. to C/L Ref. to Sub Grade Type of Material and Use MOISTURE PERCENT PERCENT Mt DENSITY PC Opt. Opt. Correctec Field Test PASSING /l4 SIEVE Max. Corr. Std. No. Field Test % Max. REMARKS / 44-7s 4. sie, S3 /3/3 2:2- 2& ,rue. 44 2 3, /4 'mt ," •, ¢,/ 1/ 9,7,s 2B .1/4..0._ 3 /too t •/ ,. 5 ,• 99'/ eels Amt Project Engineer DAILY COMPACTION TEST REPORT Contractor ,l -%,„ j 4 5p h g iI Project Name aUF,P4, E REMARKS: % .5X3 rliw/ f y .., ra dory, SPOKANE COUNTY ENGINEERS Cont. No. E48- 038 Date S — /3 -8 Page No. / of / INSPECTOR �/f77a� Test No. Station and Ref. to C/L Ref. to Sub Grade Type of Material and Use MOISTURE PERCENT PERCENT DRY DENSITY Pt' Opt. Opt. Corrected Fielc Test PASSING (/4 SIEVE Max. Corr. Std. No. Field Test % Max. REMARKS / HOC Cey �� moo' ?A�� /2�� ref !� -C3 5 o 434,3 i3¢ /'7..5 96 %7 2P i Ser,-a4 2 2 4 case is / r r 4.7 " eci eeczisi DAILY COMPACTION TEST REPORT Project Engineer ' % 7, 4:4 Contractor LOSL sh,4 -ic,», /s,5 Project Name Fj /A are- REMARKS: / // // eo 54e PO} Mille/At ,6 °n /4r/ / d SPOKANE COUNTY ENGINEERS Cont. No. h-g _ T4L Date S R_ 7 Page No. / of AGGREGATE GRADATION Weight Percent Retained Retained Percent Sieve (Accumulative)* (Accumulative) ** Passing Specs 1 -1/4" 1" 5/8" 1/2" 3/8" 1/4" #10 #40 #80 #200 Pan SPOKANE COUNTY ENGINEERS OFFICE ^ QUICK EXTRACTION Contract No. 4E14 037 Sample No. / Class Asphalt Determination Date S/5/87 1. Filter Paper + Diat. Silica After Use and Dried 3' 55 2. Filter Paper + Diat. Silica Before Use 3. Gain in Weight (200 Minus) ( #1 - #2) 4. Aggregate Weight After Drying 5. Total Aggregate Weight ( #3 + #4) 6. % Asphalt Original Sample Weight Minus Total Aggregate Weight (#5) Total Grams Asphalt Wt. Asphalt Asphalt = Original Sample Wt X 100 /7_3 ii�•9 295. 458. y0.8 614,? - 7/R. /00 98 8zi 37 /2- (3 83 7 29.0 Not used in computing grading (Checks Line #) 730,0 Total Aggregate (Form Line #5) 38.5 /• 729.0 730. - 745.0 730.0 38.6 5. 0 /00 9D /oo 75 -9a 55 -75 3 2 -</8 IF 24 e -/5 3,0- 7 o *Weights to nearest gram * *Compute to nearest percent except #200 only to nearest 0.1% ///� // D6 /f1O5 Bin 10 AL/5 Inspector c 639 et/ e42 q eeti /74 GC A. WGT OF DRY MAT Y d/e B. WGT OF PYE + H 0 /5 2 A +B= ASPHALT CONCRETE PAVEMENT CORES DETERMINATION OF % AIR VOIDS W.S.T.D. TEST METHOD NO. 706A (METHOD C) LAB N0. CORE NO. LAB NO. CORE NO. C. WGT IN WATER C. WGT IN WATER B. WGT SAT. SURF. DRY B. WGT SAT. SURF. DRY A. WGT OF OVEN DRY SAMPLE A. WGT OF OVEN DRY SAMPLE A = A= CALC BULK SP GR = B -C CALC BULK SP GR = B -C WGT /CU FT. = BULK SP GR X 62.2= WGT /CU FT. = BULK SP GR X 62.2= 2 W.S.T.D. TEST METHOD 705A (68 ° ) /9'73 2-- A. WGT OF DRY MAT B. WGT OF PYE + H 0 A +B= 2 C. WGT OF PYE + H 0 + MAT / I C. WGT OF PYE + H 0 + MAT 2 2 A +B -C C7°9 A+B -C RICE SP GR = A = 02.39 RICE SP GR = A = A +B -C p' A +B -C RICE SP GR X 62.2 =MAX WGT /CU FT /1/p 7 I RICE SP GR X 62.2 =MAX WGT /CU FT AIR VOIDS =100X1 -BULK SP GR= % AIR VOIDS = 100X1 -BULK SP GR= RICE SP GR RICE SP GR / PEc 'a SPOKANE COUNTY ENGINEERING DEPARTMENT tQr Spokane County, Washington • - fi/ 't STORM DRAINAGE EASEMENT The Grantor(s) Roy H. and Marie E. Nyholm (1/3 interest); Wesley B. and Alice M. Anderson (1/3 interest) and Harold G. Anderson, Jr. (1/3 interest) of the County of Spokane, State of Washington, for and in consideration of One and no /100 - -- Dollars ($1.00), to then in hand paid, and receipt of which is hereby acknowledged, grants to Spokane County, a political subdivision of the State of Washington, and Easement over, under, upon and across the hereinafter described lands situated in the County of Spokane, State of Washington: An easement for drainage over portions of Tracts 225 and 226 of VERA, per final plat thereof recorded in Volume "0" of Plats, Page 30, in the Spokane County Auditor's Office, described as follows: Beginning at the Southwest corner of Section 26, Township 25 North, Range 44 East, W.M.; thence N.00 ° 43'00 "E. along the West line of said Section and the centerline of Evergreen Road, a distance of 825.00 feet; thence S.89 ° 17'00 "E., a distance of 20.00 feet to the Easterly margin of Evergreen Road and True Point of Beginning; thence 5.89 ° 17'00 "E., a distance of 32.00 feet; thence S.00 ° 43'00 "W., a distance of 82.00 feet; thence N.89 ° 17'00 "W., a distance of 32.00 feet to said Easterly mcngin of Evergreen Road; thence N.00 ° 43'00 "E. along said Easterly margin, a distance of 82.00 feet to the True Point of Beginning of this legal description. Situate in the County of Spokane, State of Washington. DRAINAGE EASEMENTS, as shown hereinabove are for the purpose of installing, operating and maintaining drainage swales and drainage facilities to dispose of runoff, are hereby granted. The County of Spokane is hereby granted the right of ingress and egress to all drainage easements adjacent to the public right of way. The property owner shall maintain the drainage swale with a permanent live cover of lawn turf, with optional shrubbery and /or trees, which do not obstruct the flow and percolation of storm drainage water in the drainage swale as indicated by the approved plans. The grantor(s) hereby releases Spokane County, and all its officers, employees, and agents from any responsibility or liability for any damage whatsoever including inverse condemnation by or to any and all persons or property arising out of or in any way incident to or attributable to the storm drainage within said Easement. The Easement described hereinabove is to and shall run with the lard. No modification of the boundaries of said Easement can be made without the prior approval of Spokane County. IN WITNESS WHEREOF, we have hereunto set our hand(s) and seal(s) this .23 day of • 19 71'7 Wesley B/ Anderson Alice M. Anderson 14710-ca-11- ,'4 Harold G. Anderson, Jr. j L; Roy Ro Nyholm t G Marie E. Nyholm _ `��l Station and Ref. to C/L Ref. to Sub Grade - Type of Material and Use BJTSIURE Pr' PERCENT PRY W SITY PCF REMARKS Opt. Opt. Corrected Fielc Test PASSING #4 SIEVE Max. Corr. Std. No. Field Test 7 Max. / S7 E2 -e C a, nzelp 5. 0 4 424 9413 q 3r < .2 .4 '' �. •L. T 91.7 DAILY COMPACTION TEST REPORT Project Engineer Contractor ��,q� C ` / Project Name / 17' Fie o2 / yt, a i/appcc i4 S) ( eh . ‘Li A C) \u C91 SPOKANE COUNTY ENGINEERS Cont. No. F_ hc, -6 Date 1e Page No. ' / of / RFMARKS 7,14 ,7 digfgs s7>r I SPECIDR Test No. Station aid Ref. to C/L 73 . to Sub Grade Type of Material and Use To n • in' Pfl «o a•r tv'h. • v« Opt. Opt. Correct& Fi- c Test PASSING #4 SIEVE Max. Corr. Std. No. Field Test % Max. REMARKS / 3tas a'z . of egie "i/ -S;3 8i pots 9l 7 s6/ 4e Site �`m ri ' 7 7 Al ?l 0 7/.49 S 7f 9Q dr y ill '/ % 5 - '/ Si . %ac 4 //Ice, / /I �t 1.6 0- 94. 6 , 6 /71 On �� _ n n 7,Q n SS c lan , A� ct_ -/ jY6�0 jj gip ., n 6,4: ri A 2- 7,4 az o. .' 4 � N /' 97,7 9 gives( aSa /1 '/ n 14O DAILY COMPACTION TEST REPORT ��77 Project Engineer .72„,4,,„,./ ,.1. jt1,. , ! c� Contractor C/7�;`i harh' Project Name . -/ RIIPARKS: yee -cAs s�. , ,. � - �,n SPOKANE COUNTY ENGINEERS Cont. No. etQ /24 Date 3 Page No. of 1 Test No. Station and Ref. to C/L Rat. to Sub Grade Type of Material and Use MOISIURE PERCLNT PERCQYr DRY DENSITY PCF Opt. Opt. Correctec Fielc Test PASSIM I/4 SIEVE Max. Corr. Std. No. Field Test 44 Max. REMARKS / ..steeet au"- eZe. Gam / 6:3 57 ./.305 93.4 at crintee4 414444. sue DAILY COMPACTION TEST REPORT r4,-7 7 4 LAlyt Contractor Lc.5 Project Name 1 ,Qaee p 0f Project Engineer REMARKS: 7:7S, (ij,4 p i' /114 412114 4 t-C70 r yeg SPOKANE COUNTY E 4 ERS Cont. No.rap_ Date „7'724:—,e Page No. / of INSPECTOR _ % . Test No. Station and Ref. to C/L Ref. to Sub Grade Type of Material and Use '• IN •Di'7ra0 P nor av co% ' co Opt. Opt. Corrected Fielc Test PASSING #4 SIEVE Max. Corr. Std. No. Field Test % Max. REMARKS /,' 7s F/ fa'. tsini9>% S13 /_,i , 134-4 5G.. v1t r J 4 Tao L7 s N di 4lO e' � �•7. 7' �e A 4 / a` o � 2 - .i di . . 1-7•41-”In j � f; - .i &S s / / Rc� � ) '��:a -r.� de+, -,A. -t 5 S vc Q /' t e 6 r p 3 5,7 n 2/ it 6 c/ s .4 4 6 .3 /t ceil4s. 2' el 2 /3"ao c g IV /I 6.7 '”' „993) / 7» 85 3 0 :dam. DAILY COMPACTION TEST REPORT Project Engineer ;Contractor Project Name C �� d .0 11 oe y Zs Y9-C�s -t RIIIAARKS: T' ; / /% 4 I uyir 7 tv ui PA i,;, , 11, - 4 SPOKANE COUNTY ENGINEERS Cont. No. E :P - 124 Date J -24 -87 Page No. / of , A Vs 61/26,- d INSPECTOR r 11E South 25 Allemant 509 535 -1410 Inland. Pacific Engine vi ing Spokane, Washington 99202 T0: *Poems at &neer PROJECT: �l/E,PG,?EEN pc/NT ATTENTION: ity S %ISIS Gentlemen: Requested Action /v Sincerely, INLAND PACIFIC ENGINEERING COMPANY, INC. By: f mil/ VV. COtlefek) Trismittal DATE: / ikwia; /3 /9( We are sending (enclosed ( ) under separate cover copies of the following: Description / / Bl uel i ne Prints / / Copy of Letter /9A'eitAt.0C ,"- / / Original Drawing / / Contract Documents / C 7 C / / Work Authorization / / Report / / No. Copies Date Description / /P[/ /s ed ,?ram "vAre Information / Review & Comments / / Distribution / / Written Approval / / Signature & Return / / Remarks Z hive revised //` deefil:.' teca »esh> — $Goi� v� 4t-e- t*4ou4P 3 „:2 Aireseet.e • 4 1:1 11 1 IJ al + !,1 31�yy JI .A�.. ,{ 4t- - SPO...E COUNT, couin NCUSC Dear Sir: j b j M‘ �in 'LS aa''oT�-j'�t -An ' i Li fl r OYYICE OF COUNTY ENGINEER ROBERT S. TURNER COUNTY ENGINEER Sroa'si.: ,1Th.•inxo'r•r 99260 f Subdivision Name: .a;✓eYyheen pc 4 "ACC se , .r5 fr 4C tics?' One of the requirements set forth by the Spokane County Planning Commis— sion 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: Q 000 —° 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. Very truly yours, Robert S. Turner, P.E. Spokane County Engineer Public Works Building North 811 Jefferson Street Spokane, Washington 99260 (509) 456 -3600 .2 Y Test No. Station and Ref. to CA Ref. to Sub Grade Type of Material and Use MOISTURE PERCENT PERCENT DRY )INS1TY PCF Opt. Opt. Correctec Fielc Test PASSING 1/4 SIEVE Max. Corr. Std. No. Field Test % Max. REMARKS / G /72 Fes" be! 5, 3 s6 /mss Z s Z a� #427- IC eit 3 S rlo-a iv ii 4.9 if 90 S S ?7 case %pw' 4/ x ,44- A ¢ 3 fso F6 n le If ll 9 At 5- r3-`12 <, d` 0 7 .4' 9. q 3 0 zs' , m / DAILY COMPACTION TEST REPORT Project Engineer -7214, 9 Af�p ` ,cj// 4, Contractor Zat4 / % /i n . S / Project Name Evt,P�r'eexi re'cg,:T REMARKS: INSPECTOR SPOKANE COUNTY ENGINEERS Cont. No C,'P - /24 Date / / — /.4" S Page No. / of to 160 150 140 130 120 110 100 90 &J CONTRACT: S P /Z /2 e COMPACTION O SLOWS PER LAYER � COMPACTION SAMPLE NO. NO. LAYERS 4 WGT. OF WET SOIL TAMPER WT. 371, A WGT. OF MOLD DROP HT. se/int..) WGT. OF WET SOIL MOLD DIA. / WET UNIT WEIGHT /.2 VOLUME OF SAMPLE MOTS URE SAMPLE NO. 1 COMPACTION TEST DATA 3 WGT. OF WET SOIL E. DISH WGT OF DRY SOIL £. DISH WGT. OF WATER WGT. OF DISH t \ N WGT OF DRY SOIL MOISTURE CONTENT AVE. MOISTURE CONTENT DRY UNIT WEIGHT M CHAN AL ANALYSIS SAMPLE MAX. SI RETAINED #4 ° e PASSING #4 SOIL CLASSIFICATION: \ r( e OP s t Pe orA — 015 URE CONTENT MAX.ORY 0 /3 N . s.3 1' GRAVEL 50 Te ` p Y CHECK0O BY- OA LOCATION EMARKS: 2. G spe_c_, R5$ LA r I bk SANG 5 0 FINES A LL LIMITS PI PL ITY DATE // /D/84 48 NO. ■ 1 i 5 10 15 20 25 30 MOISTURE CONTENT- *40F DRY WEIGHT 35 40 STA: 45 Ma Station and Ref. to C/L Ref. to Sub Grade Type of Material and Use MOISIURE PERCENT maw w DRY DENSITY PCF Opt. Opt. Correctec Fielc Test PASSING #4 SIEVE Max. Corr. Std. No. Field Test % Max. REMARKS / /7 30 A a4 B,. V a' 3 7S /3M F.fi /u,t& 3 Z8z ., 3 3/ - 00 // k 94, // as L 7144a. z87 F l 4. 4400 F 7.® - // 4,y Ae 9Z/ 5 i1/4-ea r 6 .1- " - �/ " 4,• if x.6 95: es, ```�.,z la, 4/ ,v,sat¢ // / 90 F/0 ° „ // 7,4- // 7 WtT I A70 , i 7o-- // Is "7/ /O r- `0.€ H I/ 78 // 9/_-,3 95,7 doO.yie Kl. �r � I / C is': `/ it, 7 3 Al .5.a e /0 F a .7 - 7/ ,/ '5.3 3c ech- DAILY COMPACTION TEST REPORT /� Project Engineer r l ,4, / Contractor je5`j//4, r 5 0,-- Project Name ,l eemf'�ocI A REMARKS: p-ka g SPOKANE COUNTY ENGINEERS Cont. No. FgP —/21 Date / / -/S Page No. / of / INSPECTOR Vc. 881 PAGE 1458 The Grantor(s) Roy H. and Marie E. Nyholm (1/3 interest); Wesley B. and Alice M. Anderson (1/3 interest) and Harold G. Anderson, Jr. (1/3 interest) of the County of Spokane, State of Washington, for and in consideration of One and no /100 - -- Dollars ($1.00), to them in hand paid, and receipt of which is hereby acknowledged, grants to Spokane County, a political subdivision of the State of Washington, and Easement over, under, upon and across the hereinafter described lands situated in the County of Spokane, State of Washington: An easement for drainage over portions of Tracts 225 and 226 of VERA, per final plat thereof recorded in Volume "0" of Plats, Page 30, in the Spokane County Auditor's Office, described as follows: DRAINAGE EASEMENTS, as shown hereinabove are for the purpose of installing, operating and maintaining drainage swaies_ and drainage facilities to dispose of runoff, are hereby granted. The County of Spokane is hereby granted the right of ingress and egress to all drainage easements adjacent to the public right of way. The property owner shall maintain the drainage swale with a permanent live cover of lawn turf, with optional shrubbery and /or trees, which do not obstruct the flow and percolation of storm drainage water in the drainage swale as indicated by the approved plans. The grantor(s) hereby releases Spokane County, and all its officers, — employees, and agents from any responsibility or liability for any damage whatsoever including inverse condemnation by or to any and all persons or property arising out of or in any way incident to or attributable to the storm drainage within said Easement. The Easement described hereinabove is to and shall run with the land. No modification of' the boundaries of said Easement can be made without the prior approval of Spokane County. IN WITNESS WHEREOF, we have hereunto set our hand(s) and seal(s) this .2-3 —44( day of .4... 19 7 • Wesley B Anderson Beginning at the Southwest corner of Section 26, Township 25 North, Range 44 East, W.M.; thence N.00 ° 43'00 "E. along the West line of said Section and the centerline of Evergreen Road, a distance of 825.00 feet; thence S.89 ° 17'00 "E., a distance of 20.00 feet to the Easterly margin of Evergreen Road and True Point of Beginning; thence S.89 ° 17'00 "E., a distance of 32.00 feet; thence S.00 ° 43'OO "W., a distance of 82.00 feet; thence N.89 °17'OO "W., a distance of 32.00 feet to said Easterly margin of Evergreen Road; thence N.00 °43'OO "E. along said Easterly margin, a distance of 82.00 feet to the True Point of Beginning of this legal description. Situate in the County of Spokane, State of Washington. ' Alice M. Anderson (- Harold G. Anderson, Jr. it E. Excise Tax Exempt Date ('yc.../c)a ;19g' Spokane County Treas. 87013020151 STORM DRAINAGE EASEMENT SPOKANE COUNTY ENGINEERING DEPARTMENT Spokane County, Washington {H_. lsC 'xU_rfr`iIBM j RE:QUE T`mr e . MAR Z 1 114 AM 11 WILLIAM I'. DDNAHUE AUDITOR [SPOKANE COUNTY, , Dr PUTY', N ELL Marie E. Nyholm WILLIAM r.:)JNAHL1E AUOITd° STORM DRAINAGE EASEMENT L$FUKANE COUNTY. WASH.': Xx14 7""'SNELL The Grantor(s) Roy H. and Marie E. Nyholm (1/3 interest); Wesley B. and Alice M. Anderson (1/3 interest) and Harold G. Anderson, Jr. (1/3 interest) of the County of Spokane, State of Washington, for and in consideration of One and no /100 - -- Dollars ($1.00), to them in hand paid, and receipt of which is hereby acknowledged, grants to Spokane County, a political subdivision of the State of Washington, and Easement over, under, upon and across the hereinafter described lands situated in the County of Spokane, State of Washington: DRAINAGE EASEMENTS, as shown hereinabove are for the purpose of installing, operating and maintaining drainage swales and drainage facilities to dispose of runoff, are hereby granted. The County of Spokane is hereby granted the right of ingress and egress to all drainage easements adjacent to the public right of way. The property owner shall maintain the drainage swale with a permanent live cover of lawn turf, with optional shrubbery and /or trees, which do not obstruct the flow and percolation of storm drainage water in the drainage swale as indicated by the approved plans. The grantor(s) hereby releases Spokane County, and all its officers, employees, and agents from any responsibility or liability for any damage whatsoever including inverse condemnation by or to any and all persons or property arising out of or in any way incident to or attributable to the storm drainage within said Easement. The Easement described hereinabove is to and shall run with the land. No modification of the boundaries of said Easement can be made without the prior approval of Spokane County. IN WITNESS WHEREOF, we have hereunto set our hand(s) and seal(s) this .23 of � , c�.c � 19 r' Alice M. Anderson Harold G. Anderson, Jr. R. E. Excise Tax Exempt Date aic-/e._). 1917 Spokane County Treas. aff 881 PAGE 1.458 SPOKANE COUNTY ENGINEERING DEPARTMENT Spokane County, Washington An easement for .drainage over portions of Tracts 225 and 226 of VERA, per final plat thereof recorded in Volume "0" of Plats, Page 30, in the Spokane County Auditor's Office, described as follows: Beginning at the Southwest corner of Section 26, Township 25 North, Range 44 East, W.M.; thence N.00 ° 43'00 "E. along the West line of said Section and the centerline of Evergreen Road, a distance of 825.00 feet; thence 5.89 ° 17'00 "E., a distance of 20.00 feet to the Easterly margin of Evergreen Road and True Point of Beginning; thence 5.89 ° 17'00 "E., a distance of 32.00 feet; thence 5.00 ° 43'00 "W., a distance of 82.00 feet; thence N.89 ° 17'00 "W., a distance of 32.00 feet to said Easterly margin of Evergreen Road; thence N.00 ° 43'00 "E. along said Easterly margin, a distance of 82.00 feet to the True Point of Beginning of this legal description. Situate in the County of Spokane, State of Washington. S703020151 Roy J� If . . Nyholm t 1111,E1) illi`I!l'.�i1i1.1t fi1� lilt. T i CO' f11 , MAR 2 11 14 AM 'BI day Marie E. Nyholm I2 LEGAL DESCRIPTION Drainage Easement An easement for drainage over portions of Tracts 225 and 226 of VERA, per final plat thereof recorded in Volume "0" of Plats, page 30, in the Spokane County Auditor's Office, described as follows: Beginning at the Southwest Corner of Section 26, T.25 N., R.44 E.W.M.; thence N.00 ° 43'00 "E. along the west line of said Section and the center- line of Evergreen Road a distance of 825.00 feet; thence S.89 °17'00 "E. a distance of 20.00 feet to the easterly margin of Evergreen Road and TRUE POINT OF BEGINNING; thence S.89 °17'00 "E. a distance of 32.00 feet; thence S.00 °43'00 "W. a distance of 82.00 feet; thence N.89 °17'00 "W. a distance of 32.00 feet to said easterly margin of Evergreen Road; thence N.00 °43'00 "E. along said easterly margin a distance of 82.00 feet to the True Point of Beginning of this legal description. Situate in the County of Spokane, State of Washington SPOKANE COUNTY ENGINEERING DEPARTMENT Spokane County, Washington STORM DRAINAGE EASEMENT Roy N. c.a. {vlAk, A/ Y//otmJ '/3suf &a6St)' W6SLEV Atics I. The Grantor(s) 4 ER eu r 10 . tJ4RoLc/ G.AudEer.. 1 .l2 s /uTEQ the County of Spokane, State of Washington, for and in consideration of One and no /100 - -- Dollars ($1.00), to them in hand paid, and receipt of which is hereby acknowledged, grants to Spokane County, a political subdivision of the State of Washington, and Easement over, under, upon and across the hereinafter described lands situated in the County of Spokane, State of Washington: An easement for drainage over portions of Tracts 225 and 226 of VERA, per final plat thereof recorded in Volume "0" of Plats, page 30, in the Spokane County Auditor's Office, described as follows: Beginning at the Southwest Corner of Settion 26, T.25 N., R.44 E.W.M.; thence N.00 ° 43'00 "E. along the west line of said Section and the center- line of Evergreen Road a distance of 825.00 feet; thence S.89 °17'00 "E. a distance of 20.00 feet to the easterly margin of Evergreen Road and TRUE POINT OF BEGINNING; thence S.89 °17'00 "E. a distance of 32.00 feet; thence 8.00 °43'00 "W. a distance of 82.00 feet; thence N.89 °17'00 "W. a distance of 32.00 feet to said easterly margin of Evergreen Road; thence N.00 °43'00 "E. along said easterly margin a distance of 82.00 feet to the True Point of Beginning of this legal description. Situate in the County of Spokane, State of Washington _— ! - •:c_- —_ . STATE OF WASHINGTON ) ss COUNTY OF SPOKANE ) k.)c / dtd t' On this ay of , 19 , before me personally appeared y i � i ll yge s U-1 NLr+�,E � . yffo l c w/ known to me to be t individual(s) who executed the foregoing instrument and acknowledged the said instrument to be the free and voluntary act and deed of said individual(s) for the uses and purposes herein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written. Wes-Ley 8. Ate of E.2 ra to G--( /T tm pt. A o leoe sow Notary Public, In and for the State of Washington, residing in ■ ND. 8t : 0220 BEFORE THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON PE- 1469 -84 ZE -81 -84 IN THE MATTER OF FILING THE FINAL ) PLAT OF EVERGREEN POINT ZONE CHANGE ) AND DEED OF TRUST FROM ZE -81 -84 ) AGRICULTURAL TO R -1, LOCATED IN ) SECTION 26, T. 25, N, Range 44 EWM, ) SPOKANE COUNTY, WASHINGTON ) RESOLUTION BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON, that the Final Plat of EVERGREEN POINT Portions of Tracts 225 and 226 of VERA, per final plat thereof recorded in Volume '0' of Plats, page;30,:.1n the Spokane County Auditor's office, described as follows: Beginning at the Southwest Corner of Section 26, T.25..N., R.44 E.W.N.; thence N.00 ° 43'00 4 E. along the west.line,of said Section and the center- line of Evergreen Road a"distance of 1426.00 feet; thence;S.89°17300'Es a distance of 20.00 feet;to..the : easterly margin :of Evergreen Roed,pp4:.: .. TRUE POINT OF BEGINNING(.thence $.89 °17'00'E. a distance:of 289:00jeet; thence S.60°28'21'E. a distance.of.57.06 feet; thence S.89°17'00'E..e distance of 125.00 feet; thence S.0043'00'W. a distance of 574.75 feet; thence N.89 a distance of 125400 feet; thence N.87 :d distance of 50.02 feet; thence N.89°17'00'W. a distance of-289.00 feet: to said easterly margin of Evergreen Road; thence N.00 °43'00'E. along said easterly margin a distance of 601.00 feet to the True Point Of . Beginning of this legal description. Situate in the County of Spokane, State of Washington more precisely described in the plat dedication, on the recommendation of the Spokane County Hearing Examiner Committee, be, and the same hereby is approved AND ALL SECURITY DOCUMENTS ATTACHED THEREWITH, with the exception that the public rights of way dedicated in this plat will not be established for maintenance purposes until the County Engineer has certified that the roads have been improved to County Standards and approved by a separate resolution of the Board of County Commissioners. PASSED BY THE BOARD THIS 3 DAY OF J?4zee 6 BOARD OF COUNTY COMMISSIONERS OF SPOKANE C' NTY, WASHINGTON , 1987. The undersigned beneficiary is the legal owner and holder of the promissory note in $ 46,.000...Q0 , secured by that certain Deed of Trust dated February 25 in which Roy H. Nyholm and Marie E. Nyholm and Wes and Transamerica Title Insurance Company filed for record on March 6 , 19 87 Volume 883 of Mortgages, at page 8 *Anderson and Harold G. Anderson, Jr. , Dated June 16 , 19 87 (.,.quest for Full Reconveyance B... Anderson - .and.Alice..M * , as Auditor's File N013703060260 records of. Spokane a single person The note and all other indebtedness secured by said Deed of Trust having been fully satisfied, the note and Deed of Trust are herewith surrendered to you for cancellation and reconveyance. You are therefore requested, upon payment of all sums owing to you, to reconvey without warranty, to the person (s) entitled thereto, the right, title and interest now held by you thereunder. SPOKANE COUNTY, a municipal corporation and ... political .Subd±Vision..of...the - .State -of.- Washington (Beneficiary) LPB -23 By--..... the original sum of ,19 is grantor is trustee, and recorded in County, Washington. F. K -: th Shepard, ( Nfiairman Board of County Commissioners By (Name — Title) • •Original.,Request for Fu11 Reconveyance and. Original Debt of Trust Received and Taken-this �16. -day of June, 1987.. Form No. W -769 DEED OF TRUST This Deed of Trust made this 2 day of February 198 7 , by and between Grantor, whose name and address is ROY H. NYHOLM and MARIE E. NYHOLM, husband T . Y B. ANDERSON and ALICE M. . IP ANDERSON, husband and wife; and HAROLD rantor s naive any <i dress) r ANDERSOty , IR . a single nersnn , Trustee, whose name and address is Transamerica Title Insurance Company, a corporation Q te 0_Sixth Av nu tt S a ; and SPOKAOE COUNTY, a municipal corporation and Truse s name and addressl Washington, political subdivision of the State of Washington, Beneficiary, whose address is West 1116 Broadway, Spokane, Washington. Grantor hereby bargains, sells and conveys to Trustee in trust with power of sale the following described real property in Spokane County, Washington: Lots 4, 5, 6, 7, and 8, Block 4, and Lots 2, 3, 4, and 5, Block 2, all in the final plat of EVERGREEN POINT and located in the Southwest quarter of Section 26, Township 25 North, Range 44, E.W.M.; Situate ' in the County of Spokane, State of Washington. This deed is for the purpose of securing the obligation of the Grantor herein not to sell, convey or apply for building permits on any lot assigned herein until the Grantor constructs all roads, drainage structures and facilities, sidewalks, monuments, curbs and other facilities in accordance with the approved plans on file „1,00 s , 4 -�: d' ; rodwr7 L; � 7: i (in . b in4 2 rn/e A'r- a• in the Spokane County Engineer's Office:' These plans are designed to meet Spokane County Standards adopted in Resolution No. 80 -1592 as amended and conditions of approval in the findings and order for PE 1469 - 84 and zone change zE -81 -84 The Grantor agrees to complete the above- mentioned improvements by / /,*) /y gy. In the event these improvements are not completed by the above- mentioned date, the Grantor is considered to have defaulted on the deed of trust and Spokane County may at any time thereafter proceed as outlined hereafter. The Spokane County Engineer's estimate for these improvements is $ 4 6,000. 0 0 It is further understood that this Deed of Trust is for the actual cost of improvements at the time they are made, which cost may exceed the Spokane County Engineer's esti- mate. To protect the security of this Deed of Trust, Grantor covenants and agrees: 1. To keep the property in good condition and repair; to permit no waste there- of; and to comply with all laws, ordinances, regulations, covenants; conditions and restrictions affecting the property. * See attached breakdown -2- 2. To pay before delinquent all lawful taxes and assessments against'the prop- erty; to keep the property free and clear of all other charges, liens or encumbrances impairing the security of this Deed of Trust. 3. To defend any action or proceeding purporting to affect the security hereof or the rights or powers of Beneficiary or Trustee, and to pay all costs and expenses including costs of title search and attorney's fees in a reasonable amount in any such action or proceeding, and in any suit brought by Beneficiary to foreclose this Deed of Trust. 4. To pay all costs, fees and expenses in connection with this Deed of Trust including the expenses of a Trustee incurred in forcing the obligations secured here- by and the Trustee's and Attorney's fees actually incurred as provided by statute. 5. Should the Grantor fail to pay when due any taxes, assessments, liens, encumbrances or other charges against the property hereinabove described, Beneficiary may pay the same, in the amounts so paid with interest at a rate of /e percent shall he added to become a part of the debts secured in this Deed of Trust. It is mutually agreed that: 1. Reconveyances. a. Conditions for Reconveyance. Grantor shall have the right to have any lot or lots within the subdivision reconveyed. The conditions precedent to said reconveyance are: I. No notice of default remains uncured; 2. Grantor shall be entitled to said reconveyance on all or a portion of the lots within the subdivision upon: (a) Construction by the Grantor of all roads withiln the final plat to the standards required of the Grantor by the Beneficiary in accordance with such final plat and acceptance of said construction by the Beneficiary; or (b) Construction by the Grantor of a portion of the roads within the final plat to the standards required of the Grantor by the Beneficiary in accord- ance with such final plat and acceptance of said construction by the Beneficiary. Provided, however, the Beneficiary retains the exclusive authority to determine whether or not to accept any portion of the roads based in part upon the traffic flow within the approved plat; or (c) Submittal by the Grantor and acceptance by the Beneficiary of acceptable guarantees to construct all or a portion of the roads within the final plat to the standards submitted to the Grantor by the Beneficiary in accordance with such final plat. Such guarantees may include performance bonds, loan assignments or assignments of savings accounts. Provided, however, a submittal to the Beneficiary of guarantees for less than all the roads in the plat must be accompanied by a writ- ten development proposal indicating those lots within the approved plat which will be sold as a result of a partial reconveyance. The development proposal must be ap- proved in writing by the Beneficiary prior to the acceptance of the guarantee and partial reconveyance; 3. Grantor shall pay for ALL costs and fees in preparation of full or partial reconveyances. a. Subordination to Third Party Vendees. Beneficiary agrees that in the event of foreclosure of Grantor's interest herein, Beneficiary shall reconvey to Vendees of the Grantor upon performance by said Vendees to Beneficiary as herein - before stated. 2. Cooperation. Each of the parties hereto, forthwith, and on the request of the other, shall execute and deliver such documents and take such actions as may be reasonably required in order to carry out the intent and purposes of this Agreement. 3. Default. Upon default by the Grantors in the performance of any agreement contained herein, all sums secured hereby shall immediately become due and payable at the option of Beneficiary. In such event and upon written request of the Benefi- ciary, the Trustee shall sell the trust property in accordance with the Deed of Trust Act of the State of Washington, and public auction to the highest bidder. Any person except Trustee may bid at the Trustee's sale. The Trustee shall apply the proceeds of the same as follows: a. To the expense of sale, incuding reasonably Trustees and attorney's fees; to. b. To the obligations secured by this Deed of Trust; c. The surplus if any shall be distributed to the persons entitled there- 4. Trustee shall deliver to the Purchaser at the sale, its Deed without war- ranty, which shall convey to the Purchaser the interest in the property which Grantor had, or had the power to convey, at the time of his execution of this Deed of Trust, and such as he may have acquired thereafter. The Trustee's Deed shall recite the facts shown that sale was conducted in compliance with all the requirements of law and of this Deed of Trust, which recital shall be prima facie evidence of such com- pliance and concusive evidence thereof in favor of bona fide purchasers and encum- brances for value. 5. The power of sale concurred by this Deed of Trust and by the Deed of Trust Act in the State of Washington is not an exclusive remedy; Beneficiary may cause this Deed of Trust to be foreclosed as a mortgage. 6. In the event of the death, incapacity or disability or resignation of Trustee, Beneficiary may appoint in writing a Successor Trustee, and upon the re- cording of such appointment in the mortgage records of the county in which this Deed of Trust is recorded, the Successor Trustee shall be vested with all powers of the original Trustee. The Trustee is not obligated to notify any party hereto of pending sale under any Deed of Trust or of any action or proceeding in which the Grantor, Trustee or Beneficiary shall be a party unless such action or proceeding is brought by Trustee. 7. This Deed of Trust applies, inures to the benefit of, and is binding not only on the parties hereto, but their heirs, devisees, legatees, administrators, executives, successors and assigns. ATTEST: VERNON W. OHLAND CLERK OF THE BOARD BY SPOKANE COUNTY DEPUTY Approved as to form: WOKANE COUNTY PROSECUTOR'S OFFICE STATE OF WASHINGTON ) COLINTY OF SPOKANE ) ss On this day personally appeared before me Roy H. NyholmMarie E. Nyholm, Wesley R. Anderson Al ire M. Anderson and Harold G. Anderson, Jr., mown to me to be the individual(s) described in and who executerT e within and foregoing instrument and acknowledged that they signed the same as their free and voluntary act and deed for the uses and purposes therein stated. Give Wider my hand and affixed my official seal this _ - "l 4' ii!! day of February , 19 . TRUSTEE Received this day of GRANTOR By 'G4`'� c-` S- 14 C' f'�il c �zk � -1 1 ; � BY s L BY Chairman, Board of County Comnissioners of Spokane County, Washington o ary Pus is In and for the State of Washington, Notary Number By Title - - , 19 • Estimate for improvements for $46,000.00 (Forty Six Thousand dollars) is as follows: $ 6,000.00 for sewer $ 40,000.00 for roads, drainage structures and facilities, sidewalks, monuments, curbs etc: Test Pb. Station and Ref. to C/L Ref. to Sub Grade Type of Material and Use MOISTURE PERCENT PERCENT tRY DENSITY PCF Opt. Opt. Correctec Fiek Test PASSING #4 SIEVE Max. Corr. Std. No. Field Test % Max. REMARKS / 4�o O F" / '� Cc, .A1 �LA �l s, - 3 S.• i344.5 KGs` 5e/i.e. 41„,t r , ., i 7,4.570 4 K •, a es R ,l leas; 99.7 4' itll, /o boo /3 / 2 5 /WI k q 6. o fr Ahd 96; 9 1/C.,._., F/ s S F/ r+ , r, 4.7 w ,&zo a roe- -y eg- k • ,r a s. ,• %-7 a * DAILY COMPACTION TEST REPORT Project Engineer �_ . ,-7 c, F Contractor L / Project Name n ftety! RErARics: 7 s` /4,, /./X., ¢ a. '&5,4 /Jz SPOKANE COUNTY ENGINEERS Cont. No. Fry_ j_2.4 Date . 7...7-5 - _,e37 - Page No. / of Test No. Station and Ref. to C/L Ret. to Sub Grade Type of Material and Use MOISTURE PERCENT PERCENT DRY DENSITY PCF Opt. Opt. Corrected Field Test PASSIM; /l4 SIEVE Max. Corr. Std. No. Field Test % Max. REMARKS 7 8rc °o /C ox f, o/4" i% S 5,3 Go /.90 F;% 5-7.# 4 2 9 s „ 54 ), /' 871 Re/.' 3 1 O1 - W / , , II 4.4 ,, i file,' . w - 4 /`L -5- 5 6 2-e- ," ,; 5 ;, i% fo7,4 Re14 ` G y DAILY COMPACTION TEST REPORT Project Engineer _2 - 1 4- Ad1174 it Eyf4 Contractor Project Name e(./CAg.14 o wr ° REMARKS: • / 6 ` £g,%a az,/ 4,3-mfn . %`'...cam and 122 4 d#ivzpii / INSPECTOR SPOKANE COUNTY ENGINEERS Cont. No. ['gp_ i �4 Date .S -20 -87 Page No. l of f irr South 25 Altamonl 509 535 -1410 TO: :7 9m s Sp kane 6arhfr �h�,nee✓ PROJECT: greara2i.1 Point PE Mot— F9 Inland Pacific Engineering Spokane, Washington 99202 ATTENTION: Gentlemen: We are sending (✓J enclosed ( ) under separate cover copies of the following: Description / / Blueline Prints / / Original Drawing / / Work Authorization No. Copies Date Requested Action / / Copy of Letter / / Contract Documents / / Report Description Trahsmittal DATE: 9p/ember- 25 gt Rr Rat &-F /v/ Information / q rteview & Comments / / Distribution / / Written Approval / / Signature & Return / / Remarks React note that 7 ss piied R JLi (P 4t enlifi Gala Sincerely, INLAND PACIFIC ENGINEERING COMPANY, INC. By ! kt' alar16 RE1COyw OCT 1 1986 County Engineering e or ;h am 11E South 25 Altamont 509 535 -1410 Inland Pacific Engineering Spokane, Washington 99202 TO: creane £ 27 i/76 ,izn— Description Requested Action Remarks pease review acrd check D F &vE,e &�REfli P ° /vr. . Amy, our rwects Some G1hSehlrr the ned. Sincerely, INLAND PACIFIC ENGINEERING COMPANY, INC. By: act Vv 14,614„/ REcE,f fjsm i ttal UG 3919 h,to* cc DATE: 4 eS/ 25 /9t PROJECT: EVOR een / t Pte_ /4'109 8 / i , ner , ATTENTION: (/ �� r�k 55 ,'tes + CCJJ few. 5720/5 Gentlemen: We are sending ( ) enclosed ( ) under separate cover copies of the following: Bl uel i ne Prints / / Copy of Letter /( /i't (2r, iCZAf - / / Original Drawing / / Contract Documents /rf ,4ce/ P4/ Fee / / Work Authorization / / Report /12oa f55 / II crf5So No. Copies Date , Description 2 3719760 an/9 $a/ p%t / y'Information /4 Keview & Comments / / Distribution / / Written Approval / / Signature & Return / / �3 drab /ha/ /p/mot S crams Iv be Lsor *q / /hese Gta s Mere are OMMUVE9 r t 6 1987 County Eoginee:fog This Deed of Trust made this 2,5 day of February - 198 - 7 - , by and between Grantor, whose name and address is ROY H. NYHOLM and MARIE E. NYHOLM, husband WESLEY B. ANDERSON and ALICE M. ANDERSON, husband and wife; .and rantor s name and address) d HAROLD G ANDERSON sR- a singie person , Trustee, whose name and address 1s Transamerica Title Insurance Company, a corporation ixth &venue Sean ; and SPOKANE COUNTY, a municipal corporation and rustee s name ant- adress) Washington, political subdivision of the State of Washington, Beneficiary, whose address is West 1116 Broadway, Spokane, Washington. DEED OF TRUST Grantor hereby bargains, sells and conveys to Trustee in trust with power of sale the following described real property in Spokane County, Washington: Lots 4, 5, 6, 7, and 8, Block 4, and Lots 2, 3, 4, and 5, Block 2, all in the final plat of EVERGREEN POINT and located in the Southwest quarter of Section 26, Township 25 North, Range 44, E.W.M.; Situate in the County of Spokane, State of Washington. This deed is for the purpose of securing the obligation of the Grantor herein not to sell, convey or apply for building permits on any lot assigned herein until the Grantor constructs all roads, drainage structures and facilities, sidewalks, monuments, curbs and other facilities in accordance with the approved plans on file rr s, re✓r',7 i;r,'I h /' in the Spokane County Engineer's Office: These plans are designed to meet Spokane County Standards adopted in Resolution No. 80 -1592 as amended and conditions of approval in the findings and order for PE- 1469 -84 and zone change zE -81 -84 . The Grantor agrees to complete the above- mentioned improvements by }- 1,,1d iygc. In the event these improvements are not completed by the above- mentioned date, the Grantor is considered to have defaulted on the deed of trust and Spokane County may at any time thereafter proceed as outlined hereafter. The Spokane County Engineer's estimate for these improvements is 5 46,000.00 It is further understood that this Deed of Trust is for the actual cost of improvements at the time they are made, which cost may exceed the Spokane County Engineer's esti- mate. To protect the security of this Deed of Trust, Grantor covenants and agrees: 1. To keep the property in good condition and repair; to permit no waste there- of; and to comply with all laws, ordinances, regulations, covenants; conditions and restrictions affecting the property. * See attached breakdown 2. To pay before delinquent all lawful taxes and assessments against'the prop- erty; to keep the property free and clear of all other charges, liens or encumbrances impairing the security of this Deed of Trust. 3. To defend any action or proceeding purporting to affect the security hereof or the rights or powers of Beneficiary or Trustee, and to pay all costs and expenses including costs of title search and attorney's fees in a reasonable amount in any such action or proceeding, and in any suit brought by Beneficiary to foreclose this Deed of Trust. 4. To pay all costs, fees and expenses in connection with this Deed of Trust including the expenses of a Trustee incurred in forcing the obligations secured here- by and the Trustee's and Attorney's fees actually incurred as provided by statute. 5. Should the Grantor fail to pay when due any taxes, assessments, liens, encumbrances or other charges against the property hereinahove described, Beneficiary may pay the same, in the amounts so paid with interest at a rate of io percent shall be added to become a part of the debts secured in this Deed of Trust. It is mutually agreed that: 1. Reconveyances. a. Conditions for Reconveyance. Grantor shall have the right to have any lot or lots within the subdivision reconveyed. The conditions precedent to said reconveyance are: I. No notice of default remains uncured; 2. Grantor shall be entitled to said reconveyance on all or a portion of the lots within the subdivision upon: (a) Construction by the Grantor of all roads withiln the final plat to the standards required of the Grantor by the Beneficiary in accordance with such final plat and acceptance of said construction by the Beneficiary; or (b) Construction by the Grantor of a portion of the roads within the final plat to the standards required of the Grantor by the Beneficiary in accord - ance with such final plat and acceptance of said construction by the Beneficiary. Provided, however, the Beneficiary retains the exclusive authority to determine whether or not to accept any portion of the roads based in part upon the traffic flow within the approved plat; or (c) Submittal by the Grantor and acceptance by the Beneficiary of acceptable guarantees to construct all or a portion of the roads within the final plat to the standards submitted to the Grantor by the Beneficiary in accordance with -2- such final plat. Such guarantees may include performance bonds, loan assignments or assignments of savings accounts. Provided, however, a submittal to the Beneficiary of guarantees for less than all the roads in the plat must be accompanied by a writ- ten development proposal indicating those lots within the approved plat which will be sold as a result of a partial reconveyance. The development proposal must be ap- proved in writing by the Beneficiary prior to the acceptance of the guarantee and partial reconveyance; 3. Grantor shall pay for ALL costs and fees in preparation of full or partial reconveyances. a. Subordination to Third Party Vendees. Beneficiary agrees that in the event of foreclosure of Grantor's interest herein, Beneficiary'shall reconvey to Vendees of the Grantor upon performance by said Vendees to Beneficiary as herein - before stated. 2. Cooperation. Each of the parties hereto, forthwith, and on the request of, the other, shall execute and deliver such documents and take such actions as may be reasonably required in order to carry out the intent and purposes of this Agreement. 3. Default. Upon default by the Grantors in the performance of any agreement contained herein, all sums secured hereby shall immediately become due and payable at the option of Beneficiary. In such event and upon written request of the Benefi- ciary, the Trustee shall sell the trust property in accordance with the Deed of Trust Act of the State of Washington, and public auction to the highest bidder. Any person except Trustee may bid at the Trustee's sale. The Trustee shall apply the proceeds of the same as follows: a. To the expense of sale, incuding reasonably Trustees and attorney's fees; to. b. To the obligations secured by this Deed of Trust; c. The surplus if any shall be distributed to the persons entitled there- 4. Trustee shall deliver to the Purchaser at the sale, its Deed without war- ranty, which shall convey to the Purchaser the interest in the property which Grantor had, or had the power to convey, at the time of his execution of this Deed of Trust, and such as he may have acquired thereafter. The Trustee's Deed shall recite the facts shown that sale was conducted in compliance with all the requirements of law and of this Deed of Trust, which recital shall be prima facie evidence of such com- -3- pliance and contusive evidence thereof in favor of bona fide purchasers and encum- brances for value. 5. The power of sale concurred by this Deed of Trust and by the Deed of Trust Act in the State of Washington is not an exclusive remedy; Beneficiary may cause this Deed of Trust to be foreclosed as a mortgage. 6. In the event of the death, incapacity or disability or resignation of Trustee, Beneficiary may appoint in writing a Successor Trustee, and upon the re- cording of such appointment in the mortgage records of the county in which this Deed of Trust is recorded, the Successor Trustee shall be vested with all powers of the original Trustee. The Trustee is not obligated to notify any party hereto of pending sale under any Deed of Trust or of any action or proceeding In which the Grantor, Trustee or Beneficiary shall be a party unless such action or proceeding is brought by Trustee. 7. This Deed of Trust applies, inures to the benefit of, and is binding not only on the parties hereto, but their heirs, devisees, legatees, administrators, executives, successors and assigns. ATTEST: VERNON W. OHLAND CLERK OF THE BOARD BY SPOKANE COUNTY DEPUTY Approved as to form: BY !POKANE COUNTY PROSECUTOR `S OFFICE STATE OF WASHINGTON ) COUNTY OF SPOKANE ) ss TRUSTEE Received this day of -4 - GRANTOR n rt BYrZ C,�.71Yy�_� r : /( Y(: t;,eYi.., � , By 7 / ` J7L .... -- By- Le/ C.c..' (-It r :et -ft/ By l;7 Q_a:.._.� r . c,.... i. , ..i Chairman, Board of County Comnissioners of Spokane Washington On this day personally appeared before me Roy H. NyholmMarie E. Nyholm, Wesley A. Anderson. Alice M�nderson and Haro] d G Anderson Jr. _ Town to me to be the individuals) described in and who executed within and foregoing instrument and acknowledged that they signed the same as their free and voluntary act and deed for the uses and purposes therein stated. Givenjijider my hand and affixed my official seal this 2) ,5' �/ day of February , 1487 o ary Pus is In and for the State of Washington, Notary Number By Title , 19 Estimate for improvements for $46,000.00 (Forty Six Thousand dollars) is as follows: $ 6,000.00 for sewer $ 40,000.00 for roads, drainage structures and facilities, sidewalks, monuments, curbs etc: 11 Inter- office Communication form 327 -C.R. OFFICE OF COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Dote G / / 6 To From 1 t �Lsi { �� pYQ Subject / �/� / /I e IJ� �v , tcre te 7/7&-z 1/00 447 /64n.6e Anei 437 ‘ST 4' , , 19 —! Date 5 -27 -87 Inspector /-7_c ,°y Weather Time Charged Contractor this Day -1/2 or 1 Other County Personnel Contractor Personnel Classification 1 2 3 4 5 6 Diary Section Comments: 1 OFFICE OF THE SPOKANE COUNTY ENGINEER NORTH 811 JEFFERSON SPOKANE, WASHINGTON 99260 509-'456-3600 2 3 4 5 6 A; ±) ) 4 /e0,✓i . .6.9„ ;,t i /�„o6 } ,C1 Jv dm.0 DAILY INSPECTION REPORT Equipment List INSPECTOR'S SIGNATURE Project Name Project No. CRP /RID Report No. Contractor and /or Sub(s) /„ /, /,��,�, a, c. ;x r.- /h., -i' 4w/ 43:Z' 1.. , .i5 Hrs. Used Number Standby /ii c. ea,..Y" A / /.4/2A,1 ••••z "94 Klan // / 744M44' �'lir. <Y/7 - A • ii wIra t -,eale 7ok f ?.,A pp .4 f:0 .ml ,or, A4"i44 >. � 1 .�.5 -‘44-644 Aked.e U S Bank of Washington Valley Financial Center E. 9208 Sprague Avenue Spokane, Washington 99207 RE: Evergreen Point No.: PE 1469 Dear Sir or Madam: Please be advised that the savings certificate No. 1638 -354 -9 issued by your company for roadway improvements in the above -mentioned plat, in the current amount of $3,100 may be released. Should you have any questions, feel free to call our office. JS /0057p /pt cc: WRS & Associates a PUBLIC WORKS DEPARTMENT SPOKANE, WASHINGTON 99260 -0170 August 23, 1989 Very truly yours, Ronald C. Hormann, P.E. Spokane County Engineer. OFFICE OF COUNTY ENGINEER RONALD C. HORMANN, P.E. COUNTY ENGINEER Jerry Sims /� Plat Inspector Public Works Building / North 811 Jefferson Street / Spokane, Washington 99260 -0170 (509) 456 -3600 Inter -office Communication I m. i To From Subject CHALLENGER* 01761 OFFICE -OF COUNTY ENGINEER Y O 4. To Date ___S Time l While You Were Out of Phone Message s AREA CODE orA ■ ■ • PLEASE CALL WILL CALL AGAIN URGENT TELEPHONED WAS IN TO SEE YOU WANTS TO SEE YOU RETURNED YOUR CALL n„ •NUMBER EXTENSION z --4- f�65 o , QUALITY PARK PRODUCTS SPOKANE COUNTY, WASHINGTON Date 1 1-?a 13-.y ILEM . i I P A} ala il" a g sn^Y -- S'O 'E i012■r` EOUr■T HOUSE U S Bank of Washington Valley Financial Center Branch E. 9208 Sprague Ave. Spokane, Washington 99206 RE: Evergreen Point No.: PE 1469 Dear Sir or Madam: JS /0057p /pt cc: WRS & Assoc. Via L�X1'7f 1 ➢'( . Z' l'S1 PUBLIC WORKS DEPARTMENT OFFICE OF COUNTY ENGINEER RONALD C. HORMANN, P.E. COUNTY ENGINEER SPOKANE, WASHINGTON 99260 -0170 January 13, 1989 Please be advised that the savings certificate issued by your company for roadway improvements in the above - mentioned plat, in the current amount of $4,500 may be reduced to $3,100, the respect to Surety No. 1638- 354 -9. Should you have any questions, feel free to call our office. Very truly yours, Ronald C. Hormann, P.E. Spokane County Engineer 1, / rry Sims Plat Inspector Public Works Building / North 811 Jefferson Street / Spokane, Washington 99260 -0170 (509) 456 -3600 # 3oa OFFICE OF THE COUNTY ENGINEER TO: Tom Yake ((�� FROM: Jerry Sims Subject: Evergreen Point & Evergreen Point First Add #1469 & A The streets have been established for maintenance in the above mentioned project. Please review this at your earliest possible convenience and notify me of the amount of bond,if any, we need to retain in order to assure the completion of the project. Thank you for your prompt attention to this matter. a�r,rF�w fO / i n/ 71 0 208 /9 /a K7 Ee/e✓7v6Ew T �o/�S .o y cou7& q ✓u de O ieL (7,;// /.S //i / �C_ a � Sod l2Ezdl • SPOKANE COUNTY, WASHINGTON DATE: January 6, 1989 u " d DO �r eoKs U e.� -,ate a-� z ©G �_✓o�S u� �, C-1 +L`� No✓� £LL G-P 60') &4v &Ja /71-30 . -Sod "2co .i 4.1 L e air co la +Io cl coiat Iv. Oct Gt 5 cA. To ItitL - o� E (n. v IA_ €.0.N' 0,4„ 14 box S ips ITTL / � /e7 . SPOKANE COUNTY COURT HOUSE Old National Bank of Washington Valley Financial Center Branch E. 9208 Sprague Ave. Spokane, Washington 99206 RE: Evergreen Point No.: PE 1469 Dear Sir or Madam: Please be advised that the savings certificate issued by your company for roadway improvements in the above - mentioned plat, in the current amount of $11,200 may be reduced to $4,500,with respect to Surety No. 1638 - 354 -9. Should you have any questions, feel free to call our office. Very truly yours, JS /0057p /pt cc: WRS & Assoc. I E AIWAM PUBLIC WORKS DEPARTMENT SPOKANE, WASHINGTON 99260 -0170 November 15, 1988 OFFICE OF COUNTY ENGINEER RONALD C. HORMANN, P.E. COUNTY ENGINEER Ronald C. Hormann, P.E. Spokane County Engineer u „ J ry Si Plat Inspector Public Works Building / North 811 Jefferson Street / Spokane, Washington 99260 -0170 (509) 456 -3600 Contractor Personnel Classification 1 2 3 4 5 6 OFFICE OF THE SPOKANE COUNTY ENGINEER NORTH 811 JEFFERSON SPOKANE, WASHINGTON 99260 509 - 456 -3600 DA T LY—tN 1 2 3 4 5 6 INSPECTOR'S SIGNATURE e 7 0 El' Date (2, 7- S Project Name „e, �r oe „ - -7 Inspector T ∎ , Project No. CRP /RID Weather t Report No. Time Charged Contractor this Day -1/2 or 1 Contractor and /or Sub(s) i,.,t- At(,- ,46- Other County Personnel (R- �� Fr- 9r 7 /,.. 7E -C -4 / Equipment List Hrs. Used Standby Number Diary Section JP - -zA0J / // �/ Comments:�/. 2r� �cs�dl%r cfi'��r (c) /4= he ��/, 7�D— <-, c.-,-A c'c, 4 =� �/ . ` /A Sri- ,c! ='l' 0 /rec r VY G-=- Ccir.o Ptr r /� , / , : -- C0ne�?-&Z ' / u -OC. aan ea a ret a a ,.. • / !� s C7 S / ' ?S 7 Z &]«i riCn° , o. S , e9r+,�7`F' <� Si) -- Cs 1 n-7 .r o ar// f c , /IJC r c r - A i 1..,5 f _. i�P c r� 'n/ Ln!` a -. OFFICE OF THE COUNTY ENGINEER DATE: November 1, 1988 tO ZD � w., y--. A j " • • sr e. -ol v F 7• SUBJECT: Evergreen Poin. Evergreen Point 1st dd PE1469 &1469A �' TO: Tom Yake FROM: Jerry Sims SPOKANE COUNTY, WASHINGTON We have - e. a request from the spon or to reduce /release 1-42,A the bond for the above mentioned project. Please review this at your earliest possible convenience and notify me f the amount, if any, we need to retain in order to assure the comple ion of the project. Thank you for your prompt attention to /this matter. ken c2( L/ Q i �Cp ( rJ 2 3 4 0 6 Diary Section • OFFICE OF THE SPOKANE COUNTY ENGINEER NORTH 811 JEFFERSON SPOKANE, WASHINGTON 99260 509 - 456 -3600 DA I Lt N- SPEC4+8 -4;EMI 't'/7c./j Date (— /— --- Inspector - 27„.._ - ..t., Weather / Time Charged Contractor this Day -1/2 or 1 Other County Personnel 1 2 3 4 0 INSPECTOR'S SIGNATURE' Project Narne= _ -„ F;Mre -e, -, /47-. / Project No. CRP /RID / Report No. Contractor and /or Sub(s) i .. • Equipment List Hrs. Used Contractor Personnel Classification Number 1 Standby Comments:G ; ^ „,j 'rr �f> :., = '' , 1=i-c- . c774-- , 1`,. .� ?> — ..� / � _ ti . „ CC" 7 _ ham ' ✓/" c" A/ c.. ✓� cr r / r con.-7: l` i ! ° c`r7 - 'i / S"i�i, rr. %7Art -G . . /c� r-. � ='�� -- .--f�� J a.'.7 �r:;L‘ .r4/ j r= , tf , - i ?!n i A;" . MEMO TO: Jerry Simms, County Engineers FROM: James Legat, County Utilities • SUBJECT: Evergreen Point Bond - PE1469 Savings Certificate Number 1638 -354 -9 in the amount of $54,000 was divided into two parts, $45,000 for roads and $9,000 for sewers and the release of funds from this account were to be handled by your department. Sept 7; 1988 The sewers for Evergreen Point have been satisfactorily completed and this memo is to authorize the release of the total $9,000 sewer portion of the savings certificate and to request that you notify the bank and WRS accordingly. L EV SPOKANE COUNTY COURT HOUSE ONB of Washington Valley Financial Center East 9208 Sprague Spokane, Washington 99206 Gentlemen: JS:set /0029p cc: WAS and Associates ' l ) � . f i (C � v a Mli PUBLIC WORKS DEPARTMENT OFFICE OF COUNTY ENGINEER RONALD C. HORMANN, P.E. COUNTY ENGINEER SPOKANE, WASHINGTON 99260 -0170 September 9, 1988 RE: Evergreen Point Addition PE 1469 Please be advised that Savings Certificate 1638 -354 -9 by your company, in the amount of $14,200, for the above - mentioned addition, may be reduced to $11,200. If you have any questions, feel free to call our office. Very truly yours, Ronald C. Hormann, P.E. Spokane County Engineer rry Sid's Plat Inspector Public Works Building / North 811 Jefferson Street / Spokane, Washington 99260 -0170 (509) 456 -3600 SPOKANE COUNTY COURT HOUSE Old National Bank of Washington Valley Financial Center Branch E. 9208 Sprague Ave. Spokane, Washington 99206 RE: Evergreen Point No.: PE 1469 Dear Sir or Madam: JS /PL6:sla cc: WRS & Assoc. INJP4©iIIiui .. rIEi CCDE rr PUBLIC WORKS DEPARTMENT Please be advised that the savings certificate issued by your company for roadway improvements in the above - mentioned plat, in the current amount of $21,200 may be reduced to $14,200, with respect to Surety No. 1638 - 354 -9. Should you have any questions, feel free to call our office. Very truly yours, Ronald C. Hormann, P.E. Spokane County Engineer r SPOKANE, WASHINGTON 99260 -0170 December 11, 1987 /Jerry S ims Plat Inspector OFFICE OF COUNTY ENGINEER RONALD C. HORMANN, P.E. COUNTY ENGINEER Pn hlir 1A /nrkc R,iildinn / Nnrth R11 .lofforcnn Stroot / Snnkano Wachinntrin 99260 -0170 (S091 4.56- 3600 Inter-of ice Communication Form 327-C.R. OFFICE OF COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Date From .Dl Subject rek -4 So° 200 Date Inspector r2. ° Weather Time Charged Contractor this Day Other County Personnel Contractor Personnel Classification 1 2 3 4 5 6 Diary Section / Le'r A cgz/a e0t i/2.ii ✓5 IS ° 5° °c% 4 --JC'.G °gyp &2 d d aJU Ebb Qi $a / riot .'iY iqt fo�M1 OFFICE OF THE SPOKANE COUNTY ENGINEER NORTH 811 JEFFERSON SPOKANE, WASHINGTON 99260 509 - 456 - 3600 1 2 3 4 5 6 DAILY INSPECTION REPORT LC Project Name t P r„PF e -, t / Project No. CRP /RID Report No. -1/2 or 1 Contractor and /or Subs) /„lµyfe r ' Equipment List / 41 x-07 3t0t Rep - See & b �L. e.64>,0,2„. ..54 GNAT -4 0 e c le' d /d/t•/ a& Ace. Stab' ca- 29 1 ;6 u/v- a4- -e a et - dr"foo°- 4 MIV '10/ &a- Ue•Qt a /a'/ e�"- /t- , so- t7 2/ Pitkk /� tc,/ Bz.,2/ cn ae ( eh6 a, L — /SQO v 15 J 8 = 3) Hrs. Used Number • a Standby Comments: It /IG/✓ /�M�n /fi? ,iH. - c v 6 -/6- 57/an S h %/ fi d r. ?Wa y. U v • i • O r ✓. 00 • 50 / dIr / • / r,. • • . L 7 - 28 -e<7 • . r a - • • s. • V • • 4 / fr l I / / -87 et l / )5( .5 SW /! - 6 - e 4 E310 Nit EE En :1E MIA - FEE EVERGREEN POINT NAME JS DATE 12/11/87 DRAINAGE ITEMS UNITS QUANTITY PRICE COST 1) Drvwell - Type A EA, 1175^00 0"00 2) Drywell - Type B EA. 1435,03 0,00 3) Grate - Type 1 EA. 300.00 0.00 4) Grate - Type 2 EA. 320.00 0.00 5) Grate - Type 3 EA. 310"00 0.00 6) Backfill For DW CY 9.00 0^00 7) Concrete Inlet EA. 520.00 0.00 8) C.M. pipe 10" dia. LF 12"00 0.00 9) C-M, pipe 12" dia. LF 16.50 0.00 10) C.M. pipe 15" dia" LF 18.00 0.00 11) C.M. pipe 18" dia" LF 21.00 0"00 12) Precast Manhole EA: 1435.00 0.00 13) Solid Lid EA. 300.00 0.00 14> Ditch Excavation CY 264 7.99 2985.60 15) Sod SF 7123 0^50 3561.50 NON STANDARD DRAINAGE ITEMS 1) 12/11/87 UPDATE EA 1 5320.00 5320"00 2) 0.00 3) 0.00 4> 0.00 5) 0.00 6} 0"o0 16) Monuments EA. 140.00 0.00 17) Barricade LF 20.00 0.00 18) Street Signs EA. 3 75.00 225.00 GRADING, SURFACING, CURB, & SIDEWALK DRAINAGE SUBTOTAL 10967.1O NON-STANDARD ROAD ITEMS OTHER SUBTOTAL 225.00 19) Rough Grade CY 7.90 0.00 21) Top Course CY 10"60 0.00 20) Base Course CY 10^60 0.00 22) Asphalt Concrete Tons 37^60 0.00 23) Curb Type A LF 4.25 0.00 24} Curb Type B LF 5.20 0.00 25) Curb Type R LF 5.20 0.00 26) Sidewalk SO YD 13.00 0.00 1) 0.00 2) 0~00 3) � 0"0O 4} 0.00 - ^'`------------~ - `----------------^----------------------------------~ - GRADING AND SURFACING SUB TOTAL 0.00 GRAND TO � < 11192.10 c �'p u o�, � " � �� [/K«' -12 fait at KA FE CE4OFa4 COUNTY ENi �.� OR,�TH HI.r1 Elk aik P.9 NE', WASHING TONa9926 3 5O 9=456.t36OOti aNtgiti lir L NSPECTONREPOR.T cs q:.1) ti Ai; al2 , �F ° r�"d`� LZt°i- ''l�iSa '�'�'fd�' -• 3+3: Dater k; iS' 97 P:rojectNameEvf 'EE' ,x i Inspector -6 s,,,t 1 .r'-ri' M irV Pr No.'CRP/RID w ?«fi v -. Ut Safi bleat herla_alracti A faigt• .� .s ,r 44 `' Repot No , Time& Changed ,Contractor :this Days- 1 /2'or'.,1 Contractor and /oraSub ate;, t O ther D Count Personne • t f r E �L 5 H r s S d by " az y: i : � ks `F...K . ...,,:a a s�'8,?(<.� • ��. , lr ^�,.. Vii 3a� � r.;s.YS��.; -_�`4� �,:. ^w+kR r?s.t Xi . '::: '- 'o' ".'.'±S. 4�'tn"yc:• n' +3f':�.'} F w�4`�'`y.. h' , Contractor PersonnelsClassif lv al rrs- gatinerai 2Ei b' D` t7r{V4y' fl ��tr r z 'tom ilgl`5 -r . `ir .a�wc'x, '{ -: r �a;c __ uF, ric�'r:"C�i"� `�:..:/s z�.� ,�.� @ �A y t �.�a.:in ��5 3' r xV i ++KWAW.:S R :? %n'�, i., * 4 � ?h rits t7sttoi '&' A.-..F�Fi` Xc-t $.JYThtif UW2''i' S t '`' (S Wirk'"rab i -• ' '1. Y '"l 1 1 1 f / .i J c,�f ' i� ;' : -/ �� .: OK' -T -.O $ � At: :S'`Sp.9.016,,1- ` ,= ,, a? ; '�xr'r ' - � x i,V T6✓llna AS:jL/fA //,44jt ',;/,.) ,O' 'i /¢� isr- f o� ih `M+a twi "1+n4 i £ t e+! � viaata' rK+'*F ;1 ' '4 A 131.1avice'eArL f,I.r/ .28I > :44,7hASik.;it.end O3 is 6.1t'c•. r i B y 7 ✓ w ' , /L .: k K = rCiCr •. Tir »:.ales, 'i' - Akida i ' r` l- / ';ti:; S 5 9`., - 4 R .sir-0 t45s D iary Section �l`7 a, ' j a Si '�ks5. -'- K! - x Cg mments.�, � h # 5� ara ,: r a " 'ST v �• s Y'.A `w .!�'zr•�e`' Wr'"` F • ` . � ' .Y. + `rt'a'* g, s'v i S 1t � ' /� /c✓uArE.✓�f! .grj. 0(' G = �6 d7/J a ' '� f &' ;rf'i /l1 vI?` -'L'e,Qde, Al 6 flf7,.S4 y PA3i,: .47= r � q C VP4J AV. . . .M ,/J / £ R /&' c'& y£0 2oP,' pi'„ d n* s», Zr..c d" i ' /2 /ac's, p" "S r: .�� i'` O G/wFS' l ATA✓'n'.K.:k"..zx+ " �` "h.?- a};'P.cf,',^. K`w 3`YR -, Y r fi .Z�Y T+ C 4 • t i. .0 Y z e > tt.' IrTe'.'�F,lck'.w�cL# ej'4 G. f.'La.;i� {; � Wit' "•0�.1 7� NSPECTOR'S SIGNATUR " •1 . 5r0-.NE ccu>r- Cccur .OUSE Old National Bank of Washington Valley financial Center Branch -- -E. 9208 Sprague Ave. Spokane, Washington 99206 RE: Evergreen Point No.: PE 1469 Dear Sir or Madam: Please be advised that the savings certificate issued by your company for roadway improvements in the above - mentioned plat, in the amount of $54,000 may be reduced to $21,200, with respect to Surety No. 1638- 354 -9. JS /PL6:sla Should you have any questions, feel free to call our office. Very truly yours, Ronald C. Hormann, P.E. Spokane County Engineer cc: WRS & Assoc. i D" __CJ ( y HrilFR ' 1; ::.o r.c- ,rr_ n Svotoicto E, , i EYo'r(» 99260 J)rry Sims Plat Inspector C)1 es or COUNTY ENGINEER Ronald C. Hermann, P.E. COUNTY ENGINEER June 12, 1987 Public Works Building North 811 Jefferson Street Spokane. Washington 99260 (509) 456 -3600 pROJ EVERGREEN POINT NAME JS DATE 6/03/87 DRAINAGE ITEMS UNITS 1) Drywell - Type A EA, 2) Drywell - Type B EA. 3) Grate - Type 1 EA. 4) Grate - Type 2 EH, 5) Grate - Type 3 EA. 6) Backfill For DW CY 7) Concrete Inlet EA" 8) C.M. pipe 18" dia. LF 9) C.M. pipe . 12'/ dia. LF .10) C.M. pipe 15" dia. LF 11) C.M. pipe 18" dia, LF 12) Precast Manhole EA. 13) Solid Lid EA. 14) Ditch Excavation CY 15) Sod SF NON STANDARD DRAINAGE ITEMS 1) 5/22/87 PUNCH LIST EA 1 10000.00 10000^00 2) 0.00 3) 0^00 4) 0,00 5) 0^00 6) 0.00 16) Monuments EA, 7 140"00 980"00 17) Barricade LF 20.00 0.00 18) Street Signs EA" 3 75.00 225.00 1) 2) 3) 4) GRADING, SURFACING, CURB, & SIDEWALK NON-STANDARD ROAD ITEMS 11 ID ET. Si; � PP QUANTITY 264 7123. PRICE COST 1175.00 0.00 1435.00 0.00 300.00 0.00 320"00 0.00 310^00 0"00 9.09 0.00 520"00 0^00 12.00 0.00 16"50 0,00 18.00 0.00 21.00 0.00 1435"00 0^00 300.00 0.00 7.90 2085.60 0^50 3561.50 DRAINAGE SUBTOTAL 15647,10 OTHER SUBTOTAL 1205.00 19) Rough Grade CY 19 7.90 150.10 21) Top Course CY 10.60 0.00 20) Base Course CY • 10 10.60 106,00 22} Asphalt Concrete Tons 20 37.60 752.00 23) Curb Type A LF 4.25 0.00 24) Curb Type B LF 25 5,20 130.00 25) Curb Type R LF 5.20 0.00 26) Sidewalk SO YD 16 13.00 208.()0 0.00 0.00 0.00 0.00 GRADING AND SURFACING SUB TOTAL 1346.10 �� ' �� U ��\`'`� L.1 46Th GRAND TOTAL 1\ \w a 18198.20 � \� ,� ~�~ ^ ` 9'530 3 °o. Two goo Very Lt(�J 9010 7-o0 3&o Contractor Personnel Classification 1 2 3 4 5 6 Diary Section Comments: OFFICE OF THE SPOKANE COUNTY ENGINEER NORTH 811 JEFFERSON SPOKANE, WASHINGTON 99260 509 - 456 - 3600 Date S -» -87 Inspector ,q. ¶,Q/ Weather Time Charged Contractor this Other County Personnel 1 2 3 4 5 6 DAILY INSPECTION REPORT Project Name Ar - ,o n /42t Project No. CRP /RID . Report No. Day -1/2 or 1 Contractor and /or Subs) /„ /,/, fp Equipment List Hrs. Used Standby Number 0 da. 11!W . ar /e.vJ s rr9i�so 43- "O /,m ✓s , - - OI t ' erofleroorarmorning a Qe n' 0 � eg d 02 C5h INSPECTOR'S SIGNATURE mafetet Form 327 —C.R. Inter - office Communication To Jim Legat Utilities Dept. From Jerry Sims Engineers Dept. OFFICE OF COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Date feb 23 19 8 Subject Bond Evergreen Point PE 1469 It is our understanding that the savings certificate for the above mentioned plat in the amount of $54000 is divided into two parts, $9000 for sewers and $45000 for roadway improvements. It is also our understanding that it is best for the release of funds from this account to be handled by one department, in this case the Engineers Department. Therefore, whenever funds from this account may be released, please foreward to us a memo stating the portion of the $9000 sewer bond that still needs to be retained and we will notify the bank accordingly. ;y A S S I G N M E N T For security purposes only, W.R.S. and Assdciates, Inc. hereby assigns to Spokane County, a municipal corporation, the following: Savings Certificate Number 1638 - 354 - in the face amount of $54 000 and held in and by the Old National Bank of Wa. Bank of Spokane • Wa. Valley Financial Center Branch This assignment is made as security for the full and faithful performance by W.R.S. and Associates, Inc. _ of the construction of certain roads, monuments and drainage facilities in Evergreen Point Subdivision as specified in the typical section and roadway improvement specifications for said subdivision, dated ** February 18 , 198 7 and on file in the Office of the County Engineer. Any interest benefits accruing under said savings certificate shall remain the property of _ W•R.$_,_ and Associates, Inc. Said savings certificate to be released to W.R.S. and Esociates, Inc. or any other party only with the prior written consent and agreement of Spokane County. PROVIDED, FURTHER, the undersigned does hereby authorize Old National Bank to pay over to Spokane County all or a sufficient portion of the moneys in the savings certificate referenced hereinabove upon written documentation being received from the Spokane County Engineer indicating that the purposes for which the savings certificate was assigned have not been fully and faithfully performed as required and a statement of that amount of money which the County Engineer deems necessary to complete such obliga- tion. Upon receipt of such written documentation, W.R.S. and Associates, Inc. hereby authorizes Old Stational Bank to release to Spokane County that amount of money requested up to the maximum amount in the savings certificate. DATED this 19th day of February * *and sewer improvement specifications tor said subdivision, dated October 22 , 198 6 and on file in the Office of the Spokane County Utilities. DATED this / day of STATE OF WASHINGTON ) COUNTY OF SPOKANE ) ss , 198 7 . OLD NATIONAL BANK OF WASHINGTON , 198 secretary. C.6Ary n✓l t Notary ublic, I a d for the State of Washington, re • ding at Spokane, Washington. On this day personally before me _p � Co me known to be the individuals described in'a�7d who e * cuted the within and foregoing instrument, and acknowledged that @ signs the same as Q . free and volun- tary act and deed, for the uses and purpo es therein mentioned. nn GIVEN under my hand and official seal this tut day of c , 198 _1. mith Homes yoalGlove &ingw a neat A DIVISION OF W.R.S. & ASSOC., INC. Mr. Jerry Sims Spokane County Engineers Spokane ,'Al ashington Dear Mr. Sims: February 18, 1987 Relative to the inspections that you have to make on Evergreen Point Subdivision, Spokane County, Washington, we understand that there is a minimum of inspections that we are entitled to, and then there will be an hourly charge for additional inspections., or review checks. We do hereby authorize you to make the additional in- spections that are necessary and do hereby agree to pay your normal hourly rate. WS /wrs b J e Sincerely yours, Bill Smith, Pres. W.R.S. & Associates Inc. P.O. BOX 14084 • SPOKANE, WA 99214 • (509) 9 722 -07f y SPOKANE COUNTY COURT HOUSE Dear Sir: San ap O OF COUNTY ENGINEER ROBERT S. TURNER COUNTY ENGINEER Sroga,. ! Wassuaro'rolv 99260 e 6,5, /987 Subdivision Name: tvBhy kCen / 4 7 , 1 -7- ,O&J469 PAicese I CgO stir t C1 One of the requirements set forth by the Spokane County Planning Commis- sion 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: $ 4S DOO 50 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. Very truly yours, Robert S. Turner, P.E. Spokane County Engineer B l Public Works Building North 811 Jefferson Street Spokane, Washington 99260 (509) 456 -3600 1 .* v EinCiINII5 �S . ________--_'_'--_ - ____'_____^____--____________________________________ FROJ EVERGREEN POINT NAME JS DATE 2/5/87 . . . DRAINAGE ITEMS UNITS QUANTITY PRICE . COST 1) Drywell - Type A . EA. 1 1175"00 1175.00 2) Drywell - Type B EA. 1 1475^00. 1433"00 3) Grate - Type 1 EA. 1 300"90 700.00 4) Grate - Type 2 EA. 320^00 • 0"00 5) Grate - Type 3 EA. 2 310.00 620.00 6) Back-fill For DW CY 70 9"00 630,00 7) Concrete Inlet EA. 1 520.00 520.00 8) C.M. pipe 10" dia. LF 47 42^00 564.00 9) C.M. pipe 12" dia. LF 16.50 0.00 10) C.M. pipe 15" dia. LF 19"()0' 0,00 • 11) C.M. pipe 18" dia. LF 21.00 0.00 12) Precast Manhole EA, 1435.00 0.00 13) Solid Lid EA. 300.00 0.00 14) Ditch Excavation CY 96 7.90 758.40 15) Sod SF 2587 0.50 :1293^50 NON STANDARD DRAINAPE 1) 2) 3) 4) 5) 6> 16) Monuments EA. 4 140.00 560.00 17) Barricade LF 20.00 0.00 18> Street Signs EA. .. 2 � 75~00 150.00 � . OTHER SUBTOTAL 710.00 1) 2) 3) 4) GRADING, SURFACING, CURB, & SIDEWALK 0" 0.00 . .0.00 0.00 •0"0O 0.00 DRAINAGE SUBTOTAL 7295"90 19) Rough Grade CY 758"2 7.90 5989.78 21) Top Course CY 379.1 10.60 4018.46 20) Base Course CY ' 10.60 0.00 . 22) Asphalt Contrete Tons 459 37.60 17258.40 23} Curb Type A LF 1271.7 4.25 5404.73 24) Curb Type B LF 293.2 5.20 1524.64 25) Curb Type R LF 5.20 0.00 26> Sidewalk SO YD 179.2 13.00 2329.60 . ________________________________________ NON-STANDARD ROAD ITEMS 0.00 0.00 0"00 0.00 GRADING AND SURFACING SURFACING 36525.61 GRAND TOTAL 44531.51 1) 2) 3) 4) 96/4 PROJECT T FR( / 44A NAME 1ri ,0 Y-YLS e DATE - Th-C - 17 ( z retokl Item // Drainage items Units Quantity 'Pete Cost 1 ) Drywel1 - Type A EA ' 3 4 2) Drywell - Type B EA / ' 3) Grate - Type 1 EA 4) Grate - Type 2 EA 5) Grate - Type 3 EA 3 g 6) Backfill for DW CY -70 q 0 y 6 Q 7) Concrete inlet EA ) / 8) C.M. pipe 10" dia. LF C( 7 (i 7 9) C.M. pipe 12" dia. LF 10) C.M. pipe 15" dia. LF 11) C.M. pipe 18" dia. LF 12) Precast Manhole EA 13) Solid Lid EA '/ 14) Ditch Excavation CY 67 b / b g � 'i 15) Sod SF ase 7 14 :C 3 L 7 1 a') Non Standard Drainage Items Std Dwl 1 TYPE ), Bdl Owl' R Gone Dw1fiRA/fBRF In1e '10 s 1 3 98 BOND EST FORM _ Dia _Dia Pipe Pipe Ca /1- iA 7 /6 Pipe �b6 t. ler7 'Da ®) 3l ais 7d0 91 k( 7 35 a Dia OTHER To yO 7b 963 17 • PROJECT NO.- PE1469 DESIGNER- JS PROJECT DESCRIPTION- EVERGREEN POINT STREET ## 1 . NAME- EVERGREEN ROAD • LENGTH- 295 FT. WIDTH- I3FT. BEGINNING STATION = 1131.00 ENDING STATION = 1426.00 ONE SIDE ONLY PWIDTH= 24.00 EWIDTH= . 11.00 QWIDTH= 0.00 INTER # 1 'T' INCLUDED ISWIDTH = 36.00 SK = 0.00 RAD = 30.00 TERM # 1 : TAPER TAPER LENGTH = 20.00 TERM # 2 : TAPER TAPER LENGTH = 20,00 ITEM ITEM TOTALS SURFACE AREA - ROADWAY EXCAVATION CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE ASPHALT CONCRETE CURB' EXISTING SIDEWALK EXISTING • SURFACE AREA - ROADWAY EXCAVATION CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE ASPHALT CONCRETE CURB EXISTING ROADWAY EXCAVATION CRUSHED SURFACING TOP COURSE [:RUSHED SURFAC:NG BASE COURSE ASPHALT CONCRETE CURB EXISTING ROADWAY EXCAVATION CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE ASPHALT CONCRETE CURB SIDEWALK STREET QUANTITIES MEASUREMENT 5561.28 S.F. .67 FT. • FT. 0.00 FT. .33 FT. . 0.00 FT. 0.00 SY. MEASUREMENT 12744.00 S.F. . 67 FT. • FT. 0.00 FT. . 17 FT. 0.00 FT. • ITEM MEASUREMENT SURFACE AREA- 12403.36 S.F. . 67 FT. • FT. ' 0.00 FT. . :l7 FT. 0.00 FT. DATE - 2%05/87 QUANTITY . 137.3 C.Y. 68.7 C.Y. '0.0 C.Y. 140.7 TONS PROPOSED 293.2 FT.. PROPOSED 179.2 SY. • STREET # 2 NAME- 28TH AVE: LENGTH- 484 FT.. WIDTH -- 36FT„ BEGINNING STATION = 0.00 ' ENDING STATION = 484.00 INTER # 1 FULL EXCLUDED ISWIDTH = 36.00 SK = 0.00 RAD = 20.00 TERM # 1 : CROSS STREET EXCLUDED EW 11.00 PW 24.00 SK 0.00 RAD 30.00 TERM # 2 : CHOPPED QUANTITY 314.7 C.Y. 157.3 C.Y. 0.0 C.Y. 161.3 TONS PROPOSED 708.0 FT. STREET # 3 NAME - BOLI'VAR ROAD LENGTH- 295 FT. WIDTH- 36FT. BEGINNING STATION = 1127.15 ENDING STATION = 1422.15 INTER # 1 FULL INCLUDED ISWIDTH = 36.00 SK = 0.00 RAD = 20.00 TERM # 1 : CHOPPED TERM # 2 : CHOPPED QUANTITY 706.:' C.Y. .. 153..1 C. Y. 0.0 C.Y. 157.0 TONS PROPOSED 563.7.FT. 758.2 C.Y. 379.1 C.Y. ' 0 C.Y. r' 459 0 TONS 7913.15) 1564.9 FT„ 179..2 SY. 2 y �{ , T : -!t .d�: r �C"n9 1:6- c:l,C• •h^. 4 At- _: 91TY MAP 1$o' 1 ALAAIL 7,-as nimanstirtatt,- / E. r2008 9 2 P142 703 L.F P?0 2 /0,62 8S '� �� ri�♦ n r .Q5 Ft.S' / b E�S' ' /5 //t/ 20//./0 I F / / 2O/� . 7_ E our 20// ` If 007-20/2. 0 9 • I O .1", .L 5 6 7 • 8 /0.6}5e2 /0, ¢ . /0,675 /0,61SQ /0,6 }SQ /0,615111 • gS 86' 86' es' 8 5' 8 5 85' Q) -" x• 4 W 1a "u 41 ist . al 4' * ;fa* .s .V 4 :* * '• I.* S YA a: X S. $ Or_ a. IP I , . a. t e- la an III I 30 6 \ c.1 /3.o04 4 , • _ 12' Additional R/W Dedication rti• :s - esiiewvisa ^eci t twit- gy m:■ v q5 3 K /o,61S 86 El MI EA Ili El Si 29 r' /30aoQ 28 c_ EVERGREEN r ! ; 12 /4 11 —A , 800 tt ,41 1p ` • 1 0 L. /o, ',co Q //5' X.F. LG � � p / � /Q354 ■ - o b i_ 13 : rsi r) �� in "TEE: 4 PROJ EVERGREEN POINT DEED OF TRUST NAME JS DATE 2/25/87 , DRAINAGE ITEMS UNITS . QUANTITY PRICE COST 1) Drywell - Type A FA. 3 1175.00 3525^00 2) Drywell - Type 8 EA" 1435.00 0.00 3) Grate - Type 1 EA" 300.00 0^00 4) Grate - Type 2 EA" 320.00 0.00 5) Grate - Type 3 EA" 3 310.60 930.00 . 6) Backfill For DW CY 90 9.00 810^00 7) Concrete Inlet EA. 520.00 0.00 9) C.M. pipe 10^' dia. LF 12"00 0.00 9) C.M. pipe 12" dia" . LF 16.50 0.00 10} C.M. pipe 15" dia. LF 18.00 0.00 11) C.M. pipe 18" dia. LF 21.00 0.00 12) Precast Manhole EA. 1435.00 0.00 13) Solid Lid EA. 300.00 0.00 14) Ditch Excavation CY. 168 7.90 1327.20 15) Sod SF 4536 0:50 2268.00 NON STANDARD DRAINAGE ITEMS -------'--`--`------------- 1> 2) 3) 4) 5) 6) DRAINAGE SUBTOTAL 8860,20 16) Monuments EA. 3 140.00 420"00 17) Barricade LF 70.00 0.00 18) Street Signs EA. 1 75,00 75.00 ' ~-`'-------^----------------- . OTHER SUBTOTAL 495.00 GRADING, SURFACING, CURD & SIDEWALK 0.00 0.00 0.00 0"00 0^OO 0^00 19) Rough Grade CY 628.2 7.90 4962^78 21) Top Course CY 314.1 10.60 3329.46 20) Base Course CY 10.60 0.00 22) Asphalt Concrete Tons 374.7 37,60 14098.72 23) Curb Type A LF 1009.8 4.25 4291,65 24} Curb Type B LF 306 5,20 1591.20 25) Curb Type R LF 5.20 0.00 26) Sidewalk So YD 187 13.00 2431.00 1) 2> 3) 4} NON-STANDARD ROAD ITEMS GRAND TOTAL i f 40O50 . 01 ' 0.00 0°oo 0.00 O"00 GRADING AND SURFACING SURFACING 30694. ... V PROJECT NO.- PE1469 DESIGNER- JS DATE- 2/25/87 PROJECT DESCRIPTION- EVERGREEN POINT DEED OF TRUST PORTION STREET # 1 NAME- EVERGREEN ROAD LENGTH- 306 FT. WIDTH- 13FT. BEGINNING STATION = 825.00 ENDING STATION = 1131.00 ONE SIDE ONLY PWIDTH= 24.00 FWInTH= 11"00 QWIDTH= 0"90 TERM # 1 : CHOPPED TERM # 2 : TAPER TAPER LENGTH = 30.00 ITEM • ' SURFACE AREA- ROADWAY EXCAVATION CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE ASPHALT CONCRETE CURB EXISTING SIDEWALK EXISTING ---^`~--------` ITEM -----^ SURFACE AREA- ROADWAY EXCAVATION CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE ASPHALT CONCRETE CURB EXISTING STREET QUANTITIES STREET # 2 NAME- BOLIVAR ROAD LENGTH~ BEGINNING STATION = 823^75 INTER # 1 'T' INCLUDED ISWIDTH = 36.00 TERM # 1 : CHOPPED TERM # 2 : CHOPPED 13131.68 S.F. . 67 FT. . 33 FT. 0.00 FT. . 17 FT. 0.00 FT. STREET # 3 NAME- 29TH COURT LENGTH-- 130 FT. WIDTH- 36FT. BEGINNING STATION = 204.00 ENDING STATION = 334.00 TERM # 1 : CROSS STREET EXCLUDED EW 18,00 PW 18.00 SK 0.00 RAD 20,00 TERM # 2 : CUL-DE-SAC STANDARD PERM RADIUS = 45.00 RADII = 20,00 ITEM MEASUREMENT QUANTITY SURFACE AREA- 8136.22 S.F. ROADWAY EXCAVATION .67 FT" CRUSHED SURFACING TOP COURSE .33 FT. CRUSHED SURFACING BASE COURSE 0.00 FT. ASPHALT CONCRETE . CURB TOTALS ROADWAY EXCAVATION CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE ASPHALT CONCRETE CURB SIDEWALK MEASUREMENT QUANTITY --- 4173.0(} S.F. .67 FT' 103.0 C.Y. .33 FT. 51.5 C.Y. 0.00 FT. 0.0 C.Y. ^33 FT. 105.6 TONS 0.00 FT. PROPOSED 306.0 FT. 0"00 SY. PROPOSED 187^0 SY. 340 FT. WIDTH- 36FT. ENDING STATION = 1163.75 SK = 0.00 RAD = 20.00 MEASUREMENT QUANTITY . 17 FT. 324.2 C.Y. 162.1 C.Y. 0. « C. ( 166.2 TONq\ �^ ^�' PROPOSED 66o F. Z00^7 C.Y. 100.4 C.V. 0.0 C.Y. 103.0 TONS _EU:STING___ V PBnFOSED 342.9 FT. 628.2 C.Y. ,314"1 C.Y. 0.0 C.Y. 374 7 TONS /{)m�^� A. , ` 1z15 8 FT . �� ~�' . �c/v^�� - 187^0 SY" _______ 1 Dear Sir: Transameric :;, Title Insurance Service: Bill Smith P.O. Box 14084 Spokane, WA 99214 LEGAL DESCRIPTION:' ' (continued) Transamerica Title Insurance C0mp2 North 720 Argonne Roau Spokane. Washington 99212 (509) 922-2222 3RD AMENDED CERTIFICATE TO PLAT Situate in the County of Spokane, State of Washington Order No. ME- 131620M Certificate for Filing Proposed Plat of EVERGREEN POINT RECEIVED FEB 1 7 1987 Pe.1104' Engineer* 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 the title to the following described land situate. in Spokane County, to wit: Portions of Tracts 225 and 226 of VERA, per final plat thereof recorded in Volume "0" of Plats, page 30, in the Spokane County Auditor's Office, described as follows: Beginning at the Southwest Corner of Section 26, T.25 N., R.44 E.W.M.; thence N.00 ° 43'00 "E. along the west line of said Section and the center- line of Evergreen Road a distance of 1426.00 feet; thence S.89 ° 17'00 "E. a distance of 20.00 feet to the easterly margin of Evergreen Road and TRUE POINT OF BEGINNING; thence 5.89 ° 17'00 "E. a distance of 289.00 feet; thence 5.60 "E. a distance of 57.06 feet; thence 5.89 ° 17'00 "E. a distance of 125.00 feet; thence 5.00 ° 43'00 "W. a distance of 574.75 feet; thence N.89 ° 17'00 "W. a distance of 125.00 feet; thence N.87 °51'04 "W. a distance of 50.02 feet; thence N.89 °17'00 "W. a distance of 289.00 feet to said easterly margin of Evergreen Road; thence N.00 °43'00 "E. along said easterly margin a distance of 601.00 feet to the True Point of Beginning of this legal description. VESTED IN: ROY H. NYHOLM and MARIE E. NYHOLM, husband and wife, as to an undivided 1/3 interest; WESLEY B. ANDERSON and ALICE M. ANDERSON, husband and wife, as to an undivided 1/3 interest; and HAROLD G. ANDERSON, JR., individually, as to an undivided 1/3 interest. EXCEPTIONS: 1. 2. Real Estate Excise Tax pursuant to the authority of RCW Chapter 82.45-and subsequent amendments thereto. As of the date herein, the tax rate for said property is 1.32 %. General taxes as follows, together with interest and penalty, if any, after delinquency: (affects this and other property) Tax Account No. Year Annual Billing Amount Paid Balance Due 26543 -0829 1987 $937.23 $0.00 $937.23 26543 -0930 1987 $991.87 $0.00 $991.87 NOTE: it 1987 assessed valuation: Land $63,400.00 $67,100.00 3. Any assessments that might be levied by Vera Irrigation District No. 15. 4. AGREEMENT AND TH Between: And: Regarding: Dated: Recorded: Recording No.: 5. EASEMENT AND THE Grantee: Purpose: Area Affected: Dated: Recorded: Recording No.: Order No. ME- 131620M Page 2 3RD AMENDED CERTIFICATE TO PLAT E TERMS AND CONDITIONS THEREOF: Vera Electric Water Company, a corporation D.K. McDonald, A.C. Jamison, Andrew Good and Vera Land Company, a corporation Providing for construction of ditches, flumes, pipe lines, etc., with right of ingress and egress to maintain said flumes, pipes, etc.; and providing for lien for unpaid charges for such service. April 25, 1908 April 25, 1908, Book "H" of Contracts, pg 292 200528 TERMS AND CONDITIONS THEREOF: The Washington Water Power Company, a corpor- ation Right to construct a 4" gas main across said property in line with Sly line of 27th Ave., produced E., from Evergreen Rd. to Best Rd.; and right to install, maintain, repair and remove a gas distribution line and appur- tenances thereto. Exact location not disclosed of record. October 17, 1960 December 7, 1960 750882B (continued) 0 Records examined as to February 6, 1987 at 8:00 A.M. pds cc: Spokane County Planning . Inland Pacific Engineering Order No. ME-131620M Page 3 3RD AMENDED CERTIFICATE TO PLAT TRANSAMERICA TITLE INSURANCE COMPANY br" • c Micki Erwin Title Officer • : __•__ _ 1 4 , ' I n 4 .2 ‘LP :fly \D 1 7 1 " .. ".'"'""n• - •nr , • - r•-•-■0,1-;-:k r.rr. COAP, jrc. 2 4 -2 - 9 22 C r' r7. / l':• i RANSAMERICA TITLE INSURANCE CCE.IPANY z • . _ _I SPOKANE, WASHINGTON ( • .1 , r1 • This print is mar.!e r thse purr. se • 1 255!Ciiiir locatin2 said nczni::. an-1 1 i c •mpany zse.P.irnes n liubility• for v2.riatinns. it any. in dimensions and I cation iscertained by actual survey. 1 7 • , ei - . 6 -‘ / k t c1 - 2 1 2:2X6 FROM ANGLE DIST NORTH EAST TO AUTO INV PLAT BOUNDARY PE1469 2/25/87 ***** START 1000.00000 1000,00000 1 1 INV N 0 43 00.0 E 601,0000 1600.75299 1()07^51723 2 INV 8 89 17 00"0 E 289.0000 1597.33821 • 1296.49462 3 3 INV 8 60.28 21,0 E 57.0600 1569.21669 1346.14362 4 4 INV S 89 17 00^0 E 125.0000 1567.65321 1471"13385 5 5 INV S 0 43 90.0 W 574^7500 992.94817 1463.94495 6 6 INV N 89 17 00.0 W 125'0000 994.51165 1338.95473 7 7 1N; N 87 51 04.0 W 50.0200 996"38722 1288.96990 8 8 INV N 89 17 00.0 W 299.0000 1000.00199 999"99251 9 = ====================.================== = =========;=====_===========_======= LAT & DEP -0,00199 0.00749 9 HOLOSE S 75 04 59.5 E 0.()077 . 1000.00000 1000.00000 1 PREC=1 TO 272397 Area=274924.06sq ft 6.3114acres FROM ANGLE DIST NORTH EAST TO ==========================================================================. AUTO INV BLOCK 1 SIDELINE PE1469 2/25/87 ***** START 1569.21669 1346.14362 4 4 INV S 89 17 00"0 E 125.0000 1567.65321 1471.13385 5 5 INV S 0 43 0()"0 W 95"0000 1472.66064 1469.94560 10 10 INV N 89 17 00.0 W 105.0000 1473.97397 1364.95381 11 INV CURVE • RADIAL S 0 43 00.0 W DELTA 90 00 00"0 RT RHD 20.0000 TAN 20.0000 L—ARC 31.4159 RADIAL N 89 17 0().0 W RP 1493,97240 1365"20397 12 11 CHORD N 44 17 00.0 W 28.2843 1494.22256 1345.20553 13 TAN@PT N 0 43 00.0 E 13 INV N 0 43 00,0 E 75.0000 1569.21669 1346.14362 14 1569.21669 1346.14362 4 NO CLOSURE ERROR Area=11789,16sq ft 0.2706acres FROM ANGLE DIST NORTH EAST TO -------'-------------- AUTO INV BLOCK 2 SIDELINE PE1469 2/25/87 *M* START 992.74817 1463.94495 6 6 INV N 89 17 00^0 W 125.0000 . 994.51165 1338.95473 7 7 INV N 0 43 00.0 E 409.7500 1404.22960 1344.07983 15 INV CURVE RADIAL N 89 17 00.0 W DELTA 90 00 00"0 RT RAD ' 20.0000 TAN 20"0000 L-ARC 31.4159 RADIAL N 0 43 00^0 E RP 1403^97944 1364.07826 16 15 CHORD N 45 43 00.0 E 28.2843 1423.97788' 1364.32842 17 TAN@PT S 89 17 00.0 E 17 INV .8 89 17 00^0 E 105.0000 1422.66455 1469.32021 18 18 INV S 0 43 00.0 W 429.7500 992.94817 1463.94495 19 -------------------------'-----'--`^-----------------------^----` 992.94817 1463"94495 6 NO CLOSURE ERROR Area=53632.91sq ft 1.2312acres FROM ANGLE DIST NORTH EAST TO AUTO INV , BLOCK 3 SIDELINE PE1469 2/25/87 ***** START 1597.33821 1296.49462 3 .3 INV S 0 43 00.0 W 102^5000 1494.84623 1295.21256 41 INV CURVE RADIAL S 89 17 00.0 E DELTA 90 00 00.0 RT RAD 20.0000 TAN 20.0000 L-ARC 31^4159 RADIAL'S 0 43 00"0 W RP 1495.09639 1275.21413 42 41 CHORD S 45 43 00.0 W 28,2843 1475.09795 1274.96397 43 TAN@PT N 89 17 00"0 W 43 INV N 89 17 00^0 W 225.0000 1477"91222 1049.98157 44 INV CURVE RADIAL S 0 43 00.0 W DELTA 90 00 00.0 RT RAD 30.0000 TAN 30.0000 L-ARC 47.1239 RADIAL N 89 17 00"0 W RP 1507.90998 1050"35681 45 44 CHORD N 44 17 00.0 W 42.4264 1508,28511 1020"35916 46 TAN@PT N 0 43 00.0 E 46 INV N 0 43 00.0 E 92.5000 1600.77788 1021.51613 47 47 INV S 89 17 00.0 E 275.0000 1577.33821 1296.49462 48 --=---=^_-_ � ____ ______-__-_-~__��____ _____====-'= 1597"33321 1296^49462 NO CLOSURE ERROR Area=33408,52sq ft 0.7670acres FROM ANGLE DIST NORTH EAST TO --- AUTO INV . BLOCK 4 SIDELINE PE1469 2/25/87 ***** START 996"38722 1288.96990 8 8 INV N 89 17 00,0 W 275.0000 999"82688 1013,99142 20 20 INV N 0 43 00"0 E 398.5000 1398.29571 '1018"97580 21 INV CURVE RADIAL N 89 17 00,0 W DELTA 90 00 00"0 RT RAD 30"0000 TAN • 30.0()00 L-ARC 47"1239 RADIAL N 0 43 00.0 E RP 1397.92048 1048.97345 22 21 CHORD N 45 43 00.0 E 42.4264 1427.91313 1049.34869 23 TAN@PT S 89 17 00.0 E 23 INV S 89 17 00.0 E 225.0000 1425"10386 1274"33109 24 INV CURVE RADIAL N 0 43 00.0 E DELTA ' 90 00 00.0 RT RAD 20^0000 TAN 20.0000 L-ARC 31.4159 RADIAL 8,89 17 00.0 E RP 1405.10542 1274.08093 25 24 CHORD S 44 17 00.0 E 23.2843 1404.85527 1294,07937 26 TAN@PT S 0 43 00^0 W 26 INV . S 0 43 00.0 W 210.5000 1194,37173 1291.44646 27 INV CURVE RADIAL S 37 17 00.0 E DELTA 90 00 0()"0 RT RAD 20,0000 TAN 20"0000 L-ARC 31.4159 RADIAL S 0 43 00.0 W RP 1194.62189 1271.44803 28 27 CHORD S 45 43 00^0 W 28^2843 1174'62345 1271.19787 29 TAN@PT H 89 17 00^0 W 29 INV N 89 17 00.0 W �1"3800 1175.01595 1239.82032 30 INV CURVE • RADIAL S 0 43 00,0 W DELTA 49 59 41.0 RT RAD 20.0000 TAN 9.3250 L-ARC 17.4515 RADIAL S 50 42.41.0 W RP 1195.01439 1240.07048 31 30 CHORD N .64 17 09.5 W 16"9031 1182.34985 1224,59116 32 TAN@PT N 39 17 19.0 W INV CURVE RADIAL N 50 42 41.0 E DELTA 279 59 22.0 LT RAD 50,0000 TAN 41.9628 L-ARC 244"3369 RADIAL S 49 16 41.0 E RP 1150"68849 1185,89285 33 32 CHORD S 0 43 00.0 W 64"2858 1118.06906 1223.78708 34 TAN@PT N 40 43 19.0 E INV CURVE pAnTW N 49 16 41'0 W DELTA 49 59 41.0 RT R8D 20^()000 TAN 9.3250 L-ARC 17.4515 RADIAL N 0 43 00^0 E RP 1105.02128 1238.94477 35 34 CHORD N 65 43 09.5 E 16.9031 1125.01972 1239.19493 36 TAN@PT S 89 17 00.0 E 36 INV S 89 17 00.0 E 31.3800 1124.62722 1270.57247 37 INV CURVE • RADIAL N 0 43 00.0 E DELTA 90 00 00^0 RT RAD 20.0000 TAN 20^0000 L-ARC 31.4159 RADIAL S 89 17 00.0 E RP 1104.62879 1270^32232 33 37 CHORD S 44 17 00"() E 28,2843 1104.37863 1290.32075 39 TAN@PT 8 0 43 00.0 W 39 INV S 0 43 00.0 W 106.0000 996.38708 1288"76970 40 ========== �____ LAT & DEP 0.00014 0.00000 40 HCLOSE N 0 42 57.7 E 0"0001 996.38722 1286,96790 8 PREC=1 TO 11814103 Area=106645 ft 2.4482acres � FROM ANGLE DIST NORTH EAST TO ========================================================================== 'AUTO INV CENTERLINE BOLIVAR ROAD PE1469 2/25/87 ***** START 994.51165 1338,95473 7 7 INV N 87 51 04,0 W 25.0100 995.44944 1313^96232 49 49 INV N 0 43 00.0 E 153.6200 1149.05742 1315,88377 50 50 INV N 0 43 00.0 E 434.2500 1583.27345 1321.31532 51 51 INV N 60 28 21,0 W 26"5300 1597.33421 1296^49381 52 , LAT & DEP 0,00400 0^00381 52 HCLOSE N 43 33 55.5 E 0.0055 1597.33821 1296.49462 3 PREC=1 TO 116125 NO AREA FROM ANGLE DIST NORTH EAST TO ========================================================================== AUTO INV EVERGREEN ROAD CENTERLINE ***** START � � 1000^00000 1000.00000 1 1 INV N 89 17 00.0 W 20,0000 1000.25016 980.00156 n- 53 INV N o 43 00,0E 453^5000 1453.71468 985.67388 54 54 INV N 0 43 00^0 E 147.5000 1601.20314 987.51879 55 55 INV 8 89 17 00.0 E 20.0000 1600"95299 1007.51723 56 NO CLOSURE ERROR NO AREA FROM • ANGLE DIST NORTH EAST TO 28TH AVE CENTERLINE ***** START 1453.71468 985.67388 54 54 TRAV S 89 17 00.0 E 484.0000 1147.66087 1169.63602 57 57 TRAV N 0 43 00.0 E 120.0000 1567.65149 1471.13696 58 ======================================================================== LAT & DEP 0.00172 -0.00312 58 HCLOSE N 61 06 24.9 W 0^0036 1567.65321 1471.13385 5 PREC=1 TO 169602 NO AREA FROM ANGLE DIST NORTH EAST. TO 29TH COURT CENTERLINE ***** START 50 TRAV N 99 17 00^0 W 130.0000 - -------- ------------------------ 1600.95299 1007.51723 2 1149,05742 1315.98377 50 1150.68344 1185.89394 59 __________ _______________________ LAT & DEP 0"00505 -0"00109 59 HCLOSE N 12 10 19,2 W 0.0052 1150.68849 1185.89285 33 PREC=1 TO 25155 NO AREA e V •. Li Anne IC of Lori d I` -I y y � ,1A C F K. ree g g 5Sn o o (c a. ID a r/,' -6 {o u/ e e. (Jog ✓o ' 0 [E 1 1 5,— ALF / ,QGEND / /r, K f3 Asts of L ?e_ -Ar r $ 0 0 e Pt1or Leenzi.a^l2r &"c' a a IC �/SSL- Qd; 0. "Mrir s c 0 0 K D r^s r= 0:-..._ 5 Q Q r p � D 0 I Lor fle ,a / . otn KJ 0 0 t / f - S.T:fr/,'r 0 0 I 3 /PP4 n e., ! 1 1 ,- r v •. r O O K— r ,tc T X A L c 7' At . . 5 L d te L_0 L a. g •i r r- • .R erA,r If / tr re. C,.Lo3veE DP'SC1Q.LPLLO 14 0 0 4 / A aez't ST - /? 1f1 - - 0 .m�/c'/rQf�Cl1 0 0 C— ID - ((P sr4rpMe&1r To CJL 4 , '•rzt - ✓t b N/ V� /C _.!'mess ate, ffi iron T R/w Der, i cart i nry AUL _ D !t 1u.as a L.grJQ,c,Ar;ce_ A Air P,trsl rE_1[nA Al N N(cf / Q auR ? Ou,a_BS 9 9.14 - LLaf 3D DeSck -4 / ( (VC Owrrereseti�s / e et — a1- L'-` 0 flo P P t -0+N / 1 10 er9 O O be 43 U P t oP R 6p,D Mites , tev4 b T/1 e- 4 A 4 � 7 T KN a tin-ED 6 e» -feF rs /4 �9 OFFICE OF COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Inter- office Communication Y To / ori cc/C_ From ,(F Sr //�� Subject 45n ti rP i 7/7 CA fl (J c: ,d C R e C iv f O I N i cue zsgi 5-r G' 4/a/7--/X;4 i;-77 Form 327 -C.R. aes Date z 9 , 19 87 ( ¢6 9 6 )-i- z sPOnAne COUNTY COURT MOUSE Dear Sir: Very truly yours, O FYI CS OF COUNTY ENGINEER ROBERT S. TURNER COUNTY ENGINEER SPOZILXIVE OWA.slincyronr 99260 Fe—e 3, /997 Subdivision Name: E , / 4 69 One of the requirements set forth by the Spokane County Planning Commis— sion 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: $ /5 o o o fLa 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. Robert S. Turner, P.E. Spokane County Engineer By Public Works Building North 811 Jefferson Street Spokane, Washington 99260 (509) 456 -3600 �C:11 NI 1-1 PI 1 E: PROJ EVERGREEN POINT NAME JS DATE 2/3/87 DRAINAGE ITEMS UNITS QUANTITY PRICE ' COST 1) Drywell - TYpe A EA. 3 1175.00 3525.O0 2) Drywell - Type B EA, 3 1135,�0 4305.00 3) Grate - Type 1 EA. 5 300.00 1500.00 4) Grate - Type 2 EA. 020.00 0.00 5) Grate - Type 3 EA. 6 310.00 1860.00 Backfill For DW CY 220 9.00 1980.00 7) Concrete Inlet EA. 5 520.00 2600.00 8) C.M. pipe 10" dia. LF 27B 12.O0 33T6.00 9) C.M. pipe 12" dia. LF 1 0.00 10) C.M. pipe 15" dia. LF 18.00 0.00 11) C.M. pipe 18" dia. LF 21.00 0"0O ` 12) Precast Manhole EA" 1435"00' 0^O0 13) Solid Lid EA, 300.00 0^0O 14) Ditch Excavation CY 511.5 7"90 404O,85 15) Sod SF 13617 0.50 6808.50 .- NON STANDARD DRAINAGE ITEMS 1) 2} 3} 4) 5) 6) 16) Monuments EA. 17) Barricade LF 18) Street Signs EA, 6 75^00 450.00 1) 2) 3) 4) GRADING,. SURFACING, CURB, & SIDEWALK • • DRAINAGE SUBTOTAL 19) Rough Grade CY 2590.4 7.90 20464,16 21> Top Course CY 1295.2 10.60 13729.12 20) Base Course CY 10.60 0.00 22) Asphalt Concrete Tons 1567.4 37^60 58934"24 23) Curb Type A LF . 4046.1 4.25 17195"93 24) Curb Type B LF 1208.5 5.20 6284.20 25) Curb Type R LF 5.20 0.00. 26) Sidewalk SO YD 738.5 13"00 9600"50 • NON-STANDARD ROAD ITEMS ' GRAND TOTAL 11 140.00. 20.00 0.00 0"00 0.00 0.00 0.00 0.00' 29955.35 1540.00 0.00 OTHER SUBTOTAL 1990.00 0"00 0.00 0.00 0"00 GRADING AND SURFACING SURFACING 126208.15 158153.50 � STREET QUANTITIES PROJECT NO.- PE1469 DESIGNER- JS PROJECT DESCRIPTION- EVERGREEN POINT DATE- 2/3/87 STREET # 1 NAME- EVERGREEN ROAD LENGTH- 1212 FT. WIDTH- 13FT. � BEGINNING STATION = 214.00 ENDING STATION = 1426.00 ONE SIDE ONLY PWIDTH= 24.00 EWIDTH= 11.00 QWIDTH= 0.00 INTER # 1 `T` INCLUDED ISWIDTH = 36^00 SK = 0^00 RAD = 30,00 INTER # 2 'T' INCLUDED ISWIDTH = 36.00 SK = 0.00 RAD = 30.00 .TERM # 1 : TAPER TAPER LENGTH = 20.00 TERM # 2 : TAPER TAPER LENGTH = 20.00 ITEM NEASUREMENT QUANTITY SURFACE AREA- 18948.57 S.F. ROADWAY EXCAVATION .67 FT. 467.9 C.V. CRUSHED SURFACING TOP COURSE .33 FT.. 233"9 C.V. CRUSHED SURFACING BASE COURSE 0.00 FT. 0"0 C.Y. ASPHALT CONCRETE .33 FT.. 479.6 TONS CURB EXISTING 0.00 FT. PROPOSED 1208.5 FT. SIDEWALK EXISTING 0"00 SY, PROPOSED 738"5 SY.' STREET # 2 NAME- 31ST AVE LENGTH- 497 FT. WIDTH- 36FT. BEGINNING STATION = 0.00 ENDING STATION = 496.90 INTER # 1 'T' INCLUDED ISWIDTH = 36.00 SK = 0.00 RAD = 20.00 TERM # 1 : CROSS STREET EXCLUDED EW 11.00 PW 24.00 SK 0^00 RAD 30"00 TERM # 2 : CHOPPED � ITEM' MEASUREMENT QUANTITY • SURFACE AREA- 16836.08 S.F. ROADWAY EXCAVATION .67 FT. 415.7 C.Y. CRUSHED SURFACING TOP COURSE '33 FT. 207"9 C.Y. CRUSHED SURFACING BASE COURSE 0.00 FT. ()^0 C.V. ASPHALT CONCRETE , .17 FT. 213.0 TONS CURB EXISTING 0.00 FT. PROPOSED 872.6 FT. STREET # 3 NAME- COURT LENGTH- 130 FT. WIDTH- 36FT. BEGINNING STATION = 204,00 ENDING STATION = 334"00 . TERM # 1 : CROSS STREET EXCLUDED EW 18.00 PW 18.00 SK 0.00 RAD 20^00 TERM if 2 : CUL-DE-SAC STANDARD PERM RADIUS = 45.00 RADII = 20.00 ITEM SURFACE AREA- ROADWAY EXCAVATION CRUSHED SURFACING TOP COURSE MEASUREMENT QUANTITY 2136.22 S.F. .67 FT. .33 FT. 200.9 C.Y. 100.4 C,y^ Lxu bueM*L1Nb L4*bL LUuKbh . U"oV 1 0.0 U.Y. ASPHALT CONCRETE .17 FT. 103"0 TONS CURB EXISTING 0.00 FT. PROPOSED 342.9 FT. ------------`----^-----~------------------------------- . STREET # 4 NAME- BOiIVAR ROAD LENGTH- 1053 FT. WIDTH- 36FT. BEGINNING STATION = 369.00 ENDING STATION = 1422.15 - INTER # 1 `T' INCLUDED ISWIDTH = 36.00 SK = 0^00 RAD = 20.00 INTER # 2 'T` INCLUDED = 36.00 SK = 0^00 RAD = 20.00 INTER # 3 FULL INCLUDED ISWIDTH = 38^00 SK = 0.00 RAD = 20.00 TERM # 1 : CROSS STREET EXCLUDED EW 18.00 PW 18.00 SK 0.00 RAD 20,00 TERM # 2 : CHOPPED ITEM SURFACE AREA- 40112"1'3 S.F: ROADWAY EXCAVATION . • .67 FT. CRUSHED SURFACING TOP COURSE .33 FT. CRUSHED SURFACING BASE COURSE 0.00 FT. ASPHALT CONCRETE .17 FT. CURB EXISTING 0.00 FT, STREET # 5 NAME- 2RTH AVE LENGTH- 484 FT. WIDTH- 36FT, BEGINNING STATION = 0.00 ENDING STATION = 484.00 INTER # 1 FULL EXCLUDED ISWIDTH = 36.00 SK = 9~00 RAD = 20.00 TERM # 1 : CROSS STREET EXCLUDED' EW 11.00 PW 24,00 SK 0.()0 RAD 30.00 TERM # 2 : CHOPPED ITEM . MEASUREMENT QUANTITY . SURFACE AREA- 12744^00 S.F. ROADWAY EXCAVATION .67 FT. 314.7 C"Y, CRUSHED SURFACING TOP COURSE .33 FT" . 157.3 C.Y. CRUSHED SURFACING BASE COURSE 0.00 FT. 0.() C.V. ASPHALT CONCRETE .17 FT. 161.3 TONS CURB EXISTING 0.00 FT. PROPOSED 708.0 FT. ' STREET # 6 NAME- 29TH COURT LENGTH- 130 FT. WIDTH- 36FT. BEGINNING STATION = 204.00 ENDING STATION = 334.00 TERM # CROSS STREET EXCLUDED EW 18.00 PW 18.00 SK 0.00 RAD 20:00 TERM # 2 : CUL-DE-SAC STANDARD PERM RADIUS = 45.00 RADII = 20.00 ITEM SURFACE AREA- ROADWAY EXCAVATION CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE ASPHALT CONCRETE • CURB EXISTING MEASUREMENT QUANTITY MEASU 8136.22 S.F. .67 FT. "33 FT. 0^00 FT. .17 FT. ,V.00 FT. 990.4 C.V. 475.2 C.Y. 9.0 C.Y. 507.6 TONS PROPOSED 1977^6 FT. QUANTITY 200.9 C.V. 100.4 C.Y. 0.0 C^Y" 103.0 TONS PROPOSED 342.9 FT. TOTALS ROADWAY EXCAVATION ' • CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE ASPHALT CONCRETE CURB SIDEWALK 2590^4 C.Y. 1295.2 C.Y. / ^� 0.O C.Y. � ��0�N ^� �� 1567^q TONS ��'t�" 6 FT , ��i~_�. v/ . � 778.5 SY. Page chili IDwl 1 Dw1fN` Pipe Pipe Pipe aio ft C•Y. 1) 1 50 — 4,11 35x8,5.875 3a:. bit- ityxif- D.oS' L 76 2) p-a J- `a'1 'JX3 /= )021 Not /y3ox ;4.790 a7- Lc 31X)% �6B " 3 . 3) lal 2s — 1 3 v0 % a 1 "718 4o 4 33 - ff io - d5,y'yy= i /o,o 9P' /J = OtS -0 300.y : 790 a7 - 1± y -39i 9 ii X- ' _4 (LJ°I 5g 5= c _ t 735 a, 4) 47 5) c .y t5" a0ISc- 468 +9 "% 3sAj6- 5 I)0 3 y S oJL3 LF7 ) S W l I 1 3,61` SOS \ 27e 96/4 3 3 s 23 I, S. L j'D - PROJECT L I/! R &g p A) n i n/Y NAME BOND EST FORM , A/Ait S hn/ Item // Drainage items Units Quantity Price Cost 1) Drywell - Type A EA 3 2) Drywell - Type B EA 3 3) Grate - Type 1 EA 4) Grate - Type 2 EA 5) Grate - Type 3 EA 6) Backfill for DW CY g *0 7) Concrete inlet EA 5 n 8) C.M. pipe 10" dia. LF �� 6 9) C.M. pipe 12" dia. LF 10) C.M. pipe 15" dia. LF 11) C.M. pipe 18" dia. LF 12) Precast Manhole EA 13) Solid Lid EA 14) Ditch Excavation CY 5 I I , 15) Sod SF ) 3 Std Non Standard Drainage Items , --)'/g Bdl I Dwl 3 Co Dia Dia Dia DATE "CI 7 1/ ex (AV, FAcra = 2-71,-3.- .- - OTHER P o n / p s rransamenca Transamerica ' Title Insurance Compai " ••Title Insurance Services ` North 720 Argonne Road Spokane, Washington 99206 111111 (509) 922 -2222 Bill Smith P.O. Box 14084 Spokane, WA 99214 SECOND AMENDED CERTIFICATE TO PLAT Dear Sir: County Engineeting 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 the title to the following described land situate in Spokane County, to wit: LEGAL DESCRIPTION: Portions of Tracts 225 and 226 and 241 of VERA, as per plat thereof recorded in Volume "0" of Plats, page 30, described as follows: BEGINNING at the Southwest corner of Section 26, Township 25 North, Range 44 E.W.M.; thence North 00 °43'00' East along the West line of said Section and the centerline of Evergreen Road a distance of 1426.00 feet;' thence South 89 °17'00" East a dis- tance of 20.00 feet to the Easterly margin of Evergreen Road and the True Point of Beginning; thence South 89 °17'00" East a distance of 289.00 feet; thence South 60 °28'21" East a dis- tance of 57.06 feet; thence South 89 °17'00" East a distance of 125.00 feet; thence South 00 °43'00" West a distance of 1004.50 feet; thence South 15 °58'57" East a distance of 52.20 feet; thence South 00 °43'00" West a distance of 130.00 feet; thence North 89 ° 17'00" West a distance of 479.00 feet to said Easterly margin of Evergreen Road; thence North 00 °43'00" East along said Easterly margin a distance of 1212.00 feet to the True Point of Beginning of this legal description; Situate in the County of Spokane, State of Washington. (continued) Order No. ME- 131620M Certificate for Filing Proposed Plat of EVERGREEN POINT RECEIVED DEC 2-3 1986 VESTED IN: The Heirs and Devisees of JESSIE A. ANDERSON, deceased, as to an undivided 1/2 interest; and WESLEY B. ANDERSON, MARIE NYHOLM, and HAROLD G. ANDERSON, JR., as to the remainder (See Note I#1). EXCEPTIONS: 1. Real Estate Excise Tax pursuant to the authority of RCW Chapter 82.45 and subsequent amendments thereto. As of the date herein, the tax rate for said property is 1.32%. 2. General taxes as follows, together with interest and penalty, if any, after delinquency: Tax Account No 26543 -0829 26543 -0930 26543 -1663 Dated: Recorded: Recording No.: 5. EASEMENT AND TH Grantee: Purpose: Area Affected: Dated: Recorded: Recording No.: . Year Annual Billing 1986 $871.99 1986 $922.82 1986 $898.09 NOTE: 1986 assessed valuation: Land $63,400.00 " $67,100.00 " $65,300.00 Order No. ME- 131620M Page 2 SECOND AMENDED PLAT CERTIFICATE Amount Paid $436.00 $461.41 $449.05 Balance Due $435.99 $461.41 $449.04 3 Any assessments that might be levied by Vera Irrigation District No. 15. 4. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: Between: Vera Electric Water Company, a corporation And: D.K. McDonald, A.C. Jamison, Andrew Good and Vera Land Company, a corporation Regarding: Providing for construction of ditches, flumes, pipe lines, etc., with right of ingress and egress to maintain said flumes, pipes, etc.; and providing for lien for unpaid charges for such service. April 25, 1908 April 25, 1908, Book "H" of Contracts, pg 292 200528 E TERMS AND CONDITIONS THEREOF: The Washington Water Power Company, a corpor- ation Right to construct a 4" gas main across said property in line with Sly line of 27th Ave. produced E., from Evergreen Road to Best Road; and right to install, maintain, repair and re- move a gas distribution line and appurtenances thereto. Exact location not disclosed of record. October 17, 1960 December 7, 1960 750882B NOTE 1: Jessie A. Anderson died January 12, 1983. Non - intervention Will admitted January 21, 1983. In Spokane County Probate Case No. 83400090 -6, Wesley B. Anderson and Marie E. Nyholm are author- ized as Co- Executors to sell and convey, or contract to sell and convey, said property, for an entire monetary consideration. Records examined as to December 8, 1986 at 8:00 A.M. TRANSAMERICA TITLE INSURANCE COMPANY pds cc: Spokane County Planning Inland Pacific Engineering Order No. ME- 131620M Page 3 SECOND AMENDED PLAT CERTIFICATE Micki Erwin Title Officer y r. rr. Com ae-c . 224-' J A . —Pi .0ms print is made suety 1`r the purp °se -, asstetine it locating said premiccs and IN, c,mpany assames n Iigbdity• tar variations, it any. m dimensions and Igcation ascertained by actual , survey. 1 I I RANSAMERICA TITLE INSURANCE COMPANY - _ SPOKANE, WASHINGTON \ ..-.. k 0) t , n -o r : P isa TO: , p. FROM: 512/6 OFFICE O F C O U N T Y E N G I N E E R Spokane County, Washington Date: JO 0-R3 19 SUBJECT: Standard Drainage Language for the Dedication on E /_ 0 //✓1 1. The owners of Lots 6 of Black _ and Lots & of Block _ shall be held responsible for keeping open and maintaining the path of the natural or manmade drainage flow over and across the property. The property owner or his representative shall inform each suceeding purchaser of all drainage easements on the property and his responsibility for maintaining drainage facilities within said easements. 3. Spokane County does not accept the responsibility of maintaining the drainage course on private lots within drainage easements or floodplain areas not the responsibility for any drainage, whatsoever, including but not limited to inverse condemnation to any properties due to deficient construction and /or maintenance of drainage courses in drainage easements on private property. 4. The lowest floor, including basement floor, for any structure shall be constructed according to the requirements of the Spokane County Flood Zone Ordinance in effect at the time a building permit is issued. 5. An approved lot grading plan exists for Lots 6 _ Block and Lots _ , & Block _ Grading must conform to said plan on file in the County Engineer's Office. 6. Spokane County shall not be responsible to maintain ingress or egress across the flood plain area. 7. The owner(s) or successor(s) in interest agree to join in any County approved Storm - water Management Program and to pay such rates and charges as may be fixed through public hearings for service or benefit obtained by the planning, design, con- structing, maintaining, or operation of stormwater control facilities. 79 .! J Drainage easements, as platted and shown hereon, which are for the purpose of installing, operating and maintaining drainage swales and drainage facilities to - dispose of runoff, are hereby granted. The County of Spokane is hereby granted the right of ingress and egress to all drainage easements adjacent to the public right - of -way. The property owner shall maintain the drainage swale with a permanent live cover of lawn tur which do not obstruct the flow and percolation of storm drainage water in the drainage swale as indicated by the approved plans. 9. A statement must appear in the dedicatory language of the plat that individual driveway access permits be required prior to issuance of a building permit for driveway approaches to the County road system. This approach shall be constructed in accordance with the approved plan on file in the County Engineer's Office. r Bill Smith P.O. Box 14084 Spokane, WA 99214 jh Transavffersca Title Services 32-77 7 The following matters affect the property covered by this order: Transameric,_: Title Insurance Company R ECEIVED RECEIVED OCT 1 1996 SEP 17 1986 cooly logingo 1e8 YOUR LOAN NO MORTGAGOR PURCHASER Lcc: County Planning Dept. J OUR ORDER NO ME- 131620 cc: Inland Pacific Engineering RE: Certificate to Plat Evergreen Point SUPPLEMENTAL TITLE REPORT ❑ Deed dated and recorded as file No ❑ Contract dated and recorded as file No ❑ Mortgage dated and recorded as file No ❑ Deed of Trust dated and recorded as file No [7 Paragraph (s) No 7 of our preliminary commitment is eliminated. ❑ The policy is being issued in accordance with your instructions. ❑ Our inspection of the premises on discloses• X Title now vests in The Heirs and Devisees of JESSIE A. ANDERON, deceased, as to an undivided one -half interest and WESLEY B. ANDERSON, MARIE NYHOLM, & HAROLD G. ANDERSON, JR., as to the remainder. (see Note 1) Note 1. Jessie A. Anderson died January 12, 1983. Non - intervention Will admitted January 21, 1983. In Spokane County Probate Case No. 83400090 -6. esley B. Anderson and Marie E. Nyholm are authorized as Co-Executors to sell and convey, or contract to sell and convey, said property, for an entire monetary consideration. [2f Except as to the matters reported hereinabove, the title to the property covered by this order has NOT been reexamined. ❑ There has been no change in the title to the property covered by this order since EXCEPT the matters noted hereinabove. (date of last report) . 1st Supp 9 - 16 - 86 i Dated as of at 8:00 A.M. TRANSAMERICA TITLE INSURANCE CO. By Micki Erwin. Dear Sir: Transamenc Title Insurance Services Bill Smith P.O. Box 14084 Spokane, WA 99214 AMENDED CERTIFICATE TO PLAT 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 the title to the following described land situate in Spokane County, to wit: LEGAL DESCRIPTION: Portions of Tracts 225 and 226 and 241 of.VERA, as per plat thereof recorded in Volume "0" of Plats, page 30, described as follows: BEGINNING at the Southwest corner of Section 26, Township 25 North, Range 44 E.W.M.; thence North 00 °43'00' East along the West line of said Section and the centerline of Evergreen Road a distance of 1426.00 feet; thence South 89 °17'00" East a dis- tance of 20.00 feet to the Easterly margin of Evergreen Road and the True Point of Beginning; thence South 89 °17'00" East a distance of 289.00 feet; thence South 60 °28'21" East a dis- tance of 57.06 feet; thence South 89 °17'00" East a distance of 125.00 feet; thence South 00 °43'00" West a distance of 1004.50 feet; thence South 15 ° 58'57" East a distance of 52.20 feet; thence South 00 ° 43'00" West a distance of 130.00 feet; thence North 89 ° 17'00" West a distance of 479.00 feet to said Easterly margin of Evergreen Road; thence North 00 ° 43'00" East along said Easterly margin a distance of 1212.00 feet to the True Point of Beginning of this legal description; Situate in the County of Spokane, State of Washington. (continued) Transamerica Title Insurance Company North 720 Argonne Road Spokane, Washington 99206 (509) 922-2222 • Order No. ME- 131620M Certificate for Filing Proposed Plat of EVERGREEN POINT Tax Account No. Year 26543 -0829 1986 26543 -0930 1986 26543 -1663 1986 VESTED IN: The Heirs and Devisees of JESSIE A. ANDERSON, deceased (See Note 1). EXCEPTIONS: 1. Real Estate Excise Tax pursuant to the authority of RCW Chapter 82.45 and subsequent amendments thereto. As of the date herein, the tax rate for said property is 1.32%. 2. General taxes as follows, together with interest and penalty, if any, after delinquency: Annual Billing $871.99 $922.82 $898.09 NOTE: 1986 assessed valuation: Land $63,400.00 " $67,100.00 " $65,300.00 Order No. ME- 131620M Page 2 AMENDED PLAT CERTIFICATE Amount Paid $436.00 $461.41 $449.05 Balance Due $435.99 $461.41 $449.04 1. Any assessments that might be levied by Vera Irrigation District No. 15. 2. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: Between: Vera Electric Water Company, a corporation And: D.K. McDonald, A.C. Jamison, Andrew Good and Vera Land Company, a corporation Regarding: - Providing for construction of ditches, flumes, pipe lines, etc., with right of ingress and egress to maintain said flumes, pipes, etc.; and providing for lien for unpaid charges for such service. Dated: April 25, 1908 Recorded: April 25, 1908, Book "H" of Contracts, pg 292 Recording No.: 200528 3. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: Grantee:. Purpose: Area Affected: Dated: Recorded: Recording No.: The Washington Water Power Company, a corpor- ation Right to construct a 4" gas main across said property in line with Sly line of 27th Ave. produced E., from Evergreen Road to Best Road; and right to install, maintain, repair and re- move a gas distribution line and appurtenances thereto. Exact location not disclosed of record. October 17, 1960 December 7, 1960 750882B 6. UNRECORDED LEASE: Lessor: Lessee: Dated: Disclosed by: (continued) Order No. ME- 131620M Page 3 AMENDED CERTIFICATE TO PLAT 4. FINANCING STATEMENT AND THE TERMS AND CONDITIONS THEREOF: Secured Party: Old National Bank of Washington Debtor: Hofstee, Hans B. Covers: All crops, standing, planted, or to be planted, or growing on said land; all farm products and supplies and all farm machinery and equipment. Filed: December 14, 1981 U.C.C. No.: 186794 Said Financing Statement was assigned to U.S. Small Business Administration by Document No. 8501210320. 5. FINANCING STATEMENT AND THE TERMS AND CONDITIONS THEREOF: Secured Party: Old National Bank of Washington Debtor: Hofstee, Hans B. Covers: All fixtures including all attachments, additions, or substitutions and accessions thereto installed on said property. Filed: December 15, 1981 U.C.C. No.: 186832 Said Financing Statement was assigned to U.S. Small Business Administration, by Document No. 8501210321. Jessie A. Anderson and H.G. Anderson, Trust Hans Hofstee and Bonnie L. Hofstee, husband and wife October 15, 1981 Memoranum of Lease recorded under Document No. 8205030053. Lessee's interest in said Lease assigned to Old National Bank of Washington by Assignment of Lease recorded 12/29/81 under Document No. 8112290210. Lessee's interest as assigned above, assigned to Small Business Administration an agency of the U.S. Government, by Assignment of Lease recorded 1/21/85 under Document II 8501210215. 7. Right, title or interest of Jessie A. Anderson and H.G. Anderson Trust, as disclosed by Paragraph No. 6 above. NOTE 1: Jessie A. Anderson died January 12, 1983. Non - intervention Will admitted January 21, 1983. In Spokane County Probate Case No. 83400090 -6, Wesley B. Anderson and Marie E. Nyholm are authorized as Co- Executors to sell and convey, or contract to sell and convey, said property, for an entire monetary consider- ation. Records examined as to August 8, 1986 at 8:00 A.M. pds cc: Spokane County Planning Inland Pacific Engineering Order No. ME-131620M Page 4 AMENDED CERTIFICATE TO PLAT TRANSAMERICA TITLE INSURANCE COMPANY By: Micki Erwin Title Officer r � ry -22 O. • • 9 r• 225 • 3 R • A II This print Is made sc'ely f'r the purp se -i ass!stino iA Incating said prem :sc3 anj ti:g cmpany assumes n liability- for variations, ii any. in dimensions and I cation ascertained by actual • survey. c'St 6 -a ti./ RANSAMERICA TITLE INSURANCE COMPANY 2 _ _ • SPOKANE, WASHINGTON k J 1, r 14 3 f • Lr ?u56 3 Q 40 • Dear Sir: Transamencd - Title Insurance Services I in I � it j Bill Smith P.O. Box 14084 Spokane, WA 99214 Transamerica Title Insurance Company North 720 Argonne Road .. Spokane, Washington 99206 (509) 922-2222 . AMENDED CERTIFICATE TO PLAT (continued) RECEIVE Au " 19% C000ty rover Order No. ME- 131620M Certificate for Filing Proposed Plat of EVERGREEN POINT 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 "l County, Washington, and the records of the Clerk of the United States J Courts holding terms in said County, and from such examination hereby certifies the title to the following described land situate in Spokane County, to wit: LEGAL DESCRIPTION: Portions of Tracts 225 and 226 and 241 of VERA, as per plat thereof recorded in Volume "0" of Plats, page 30, described as follows: BEGINNING at the Southwest corner of Section 26, Township 25 North, Range 44 E.W.M.; thence North 00 ° 43'00' East along the West line of said Section and the centerline of Evergreen Road a distance of 1426.00 feet; thence South 89 ° 17'00" East a dis- tance of 20.00 feet to the Easterly margin of Evergreen Road and the True Point of Beginning; thence South 89 °17'00" East a distance of 289.00 feet; thence South 60 °28'21" East a dis- tance of 57.06 feet; thence South 89 ° 17'00" East a distance of 125.00 feet; thence South 00 ° 43'00" West a distance of 1004.50 feet; thence South 15 ° 58'57" East a distance of 52.20 feet; thence South 00 ° 43'00" West a distance of 130.00 feet; thence North 89 ° 17'00" West a distance of 479.00 feet to said Easterly margin of Evergreen Road; thence North 00 ° 43'00" East along said Easterly margin a distance of 1212.00 feet to the True Point of Beginning of this legal description; , in the County of Spokane, State of Washington. VESTED IN: The Heirs and Devisees of JESSIE A. ANDERSON, deceased (See Note 1). EXCEPTIONS: 1. Real Estate Excise Tax pursuant to the authority of RCW Chapter 82.45 and subsequent amendments thereto. As of the date herein, the tax rate for said property is 1.32%. 2. General taxes as follows, together with interest and penalty, if any, after delinquency: Tax Account No. Year 26543 -0829 1986 26543 -0930 1986 26543 -1663 1986 Annual Billing $871.99 $922.82 $898.09 NOTE: 1986 assessed valuation: Land $63,400.00 " $67,100.00 " $65,300.00 Order No. ME- 131620M Page 2 AMENDED PLAT CERTIFICATE Amount Paid $436.00 $461.41 $449.05 Balance Due $435.99 $461.41 $449.04 1. Any assessments that might be levied by Vera Irrigation District No. 15. 2. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: Between: Vera Electric Water Company, a corporation And: D.K. McDonald, A.C. Jamison, Andrew Good and Vera Land Company, a corporation Regarding: - Providing for construction of ditches, flumes, pipe lines, etc., with right of ingress and egress to maintain said flumes, pipes, etc.; and providing for lien for unpaid charges for such service. Dated: April 25, 1908 Recorded: April 25, 1908, Book "H" of Contracts, pg 292 Recording No.: 200528 3. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: Grantee:. The Washington Water Power Company, a corpor- ation Purpose: Right to construct a 4" gas main across said property in line with Sly line of 27th Ave. produced E., from Evergreen Road to Best Road; and right to install, maintain, repair and re- move a gas distribution line and appurtenances thereto. Area Affected: Exact location not disclosed of record. Dated: October 17, 1960 Recorded: December 7, 1960 Recording No.: 750882B Said Financing Statement was assigned to U.S. Small Business Administration, by Document No. 8501210321. 4. FINANCING STATEMENT AND THE TERMS AND CONDITIONS THEREOF: Secured Party: Old National Bank of Washington Debtor: Hofstee, Hans B. Covers: All crops, standing, planted, or to be planted, or growing on said land; all farm products and supplies and all farm machinery and equipment. Filed: December 14, 1981 U.C.C. No.: 186794 Said Financing Statement was assigned to U.S. Small Business Administration by Document No. 8501210320. 5. FINANCING STATEMENT AND THE TERMS AND CONDITIONS THEREOF: Secured Party: Old National Bank of Washington Debtor: Hofstee, Hans B. Covers: All fixtures including all attachments, additions, or substitutions and accessions thereto installed on said property. Filed: December 15, 1981 U.C.C. No.: 186832 6. UNRECORDED LEASE: Lessor: Lessee: Dated: Disclosed by: (continued) Order No. ME- 131620M Page 3 AMENDED CERTIFICATE TO PLAT Jessie A. Anderson and H.G. Anderson, Trust Hans Hofstee and Bonnie L. Hofstee, husband and wife October 15, 1981 Memoranum of Lease recorded under Document No. 8205030053. Lessee's interest in said Lease assigned to Old National Bank of Washington by Assignment of Lease recorded 12/29/81 under Document No. 8112290210. Lessee's interest as assigned above, assigned to Small Business Administration an agency of the U.S. Government, by Assignment of Lease recorded 1/21/85 under Document t 8501210215. 7. Right, title or interest of Jessie A. Anderson and H.G. Anderson Trust, as disclosed by Paragraph No. 6 above. NOTE 1: Jessie A. Anderson died January 12, 1983. Non - intervention Will admitted January 21, 1983. In Spokane County Probate Case No. 83400090 -6, Wesley B. Anderson and Marie E. Nyholm are authorized as Co- Executors to sell and convey, or contract to sell and convey, said property, for an entire monetary consider- ation. Records examined as to August 8,1986 at 8:00 A.M. pds f cc: Spokane County Planning Inland Pacific Engineering Order No. ME- 131620M Page 4 AMENDED CERTIFICATE TO PLAT TRANSAMERI CA TITLE INSURANCE COMPANY By: Micki Erwin Title Officer • e .. T 2 26 i 2 e it 9 • ( fl C0.47 .7 re , dc 1 4:4?) • 2 2 (2:1 :-/ 1 • I RANSAMERICA TITLE INSURANCE COMPANY z•.__ _ SPOKANE, WASHINGTON rl . 01 I:\ vi — x • s Ton I :_l . . This print Is made sc'eIy 1 the pimp se -i assistint it Incating said premIscs and thil c:mpany OSSI2MCS n liebtlity - for war! alions, if any. in dimensions and . I cation ascertained by actual • survey. 1 • c. /.13 ©"' I © .,1' 3 -9 60 PE1469 10 TO 17 DELETED FROM ANGLE DIST NORTH EAST TO AUTO INV . PLAT BOUNDARY PE1469 9/23/86 ***** START 2211.90202 1015.16314 1 1 INV S 89 17 00,0 E 289"0000 2208,28724 1304^14054 2 2 INV S 60 28 21.0 E 57^0600 2180"16572 1353.78954 7 3 INV S 89 17 00.0 E 125^0000 2178"60224 1478.77976 4 4 INV S 0 43 00.0 W 1004.5000 1174.18082 1466.21561 5 5 INV S 15 58 57.0 E 52.2000 1123"99856 1480.58855 6 6 INV S 0 43 00.0.W 130.0000 994.00873 1478.96253 7 7 INV N 89 17 00.0 W 479^0000 1000"09000 1000^00000 8 8 INV N 0 43 00.0 E 1212.0000 2211.90519 1015.15953 9 LAT & DEP -0"00317 0.00361 9 HCLOSE S 48 39 19.5 E 0,0048 2211.90202 1015.16314 1 PREC=1 TO 696832 Area=560567,37sq ft 12.8689acres ANGLE DIST NORTH EAST TO AUTO INV F +LOCF:: 1 SIDELINE PE1469 9/23/86 START 1123.99856 1480.58855 6 6 INV 8 0 43 00.0 W 130.0000 994.00873 1478.9625; 7 7 INV N 89 17 00.0 W 465.0000 999.82489 1013.99890 10 10 INV N 0 43 00.0 E 100.0000 1099.81707 1015.24969 11 INV CURVE RADIAL N 89 17 00.0 W DELTA 90 00 00.0 RT RAD 30. 0000 TAN 30.0000 l00l L -ARC 47.1239 RADIAL N 0 43 00.0 E RP 1099.44183 1045.24734 12 11 CHORD N 45 43 00.0 E 42.4264 1129.43948 1045.62258 13 TAN@PT S 89 17 00.0 E - 13 INV S 89 17 00.0 E 435.0000 1123.99856 1480.58855 14 1123.99856 1480. 58855 6 • NO CLOSURE ERROR Area = =60256.86sq ft 1.3833acr-es FROM ANGLE DIST NORTH EAST TO AUTO INV BLOCK 2 SIDELINE PE1469 9/23/86 * * * ** START 1209.80846 1016.62556 17 INV CURVE RADIAL N 89 17 00.0 W DELTA 90 00 00.0 LT RAD 30.0000 TAN 30. 0000 L -ARC 47.1239 RADIAL S 0 43 00.0 W RP 1209.43323 1046.62321 18 17 CHORD S 44 17 00.0 E 42.4264 1179.43557 1046.24797 19 TAN®'PT S •89 17 00.0 E 19 INV S 89 17 00.0 E 225.0000 1176.62130 1271.23037 20 INV CURVE RADIAL S 0 43 00.0 W DELTA 90 00 00.0 LT RAD 20. 0000 TAN 20.0000 L -ARC 31.4159 RADIAL S 89 17 00.0 E RP 1196.61974 1271.48053 21 • 20 CHORD N 45 43 00.0 E 28.2843 1196.36958 1291.47897 2 TANI'PT N 0 43 00.0 E 22 INV N 0 43 00.0 E 213.0000 1409.35292 1294.,14314 2• INV CURVE RADIAL S 89 17 00.0 E DELTA 90 00 00.0 LT RAD 20.0000 TAN 20. 0000 L -ARC 31.4159 RADIAL N 0 43 00.0 E RP 1409.60308 1274.14471 24 23 CHORD N 44 17 00.0 W 28.2843 1429.60151 1274.39486 25 TANG'PT N 89 17 00.0 W 25 INV N 89 17 00.0 14 31.3800 1429.99401 1243.01732 26 INV CURVE RADIAL N 0 43 00.0 E DELTA 49 59 41.0 LT RAD 20.0000 TAN 9.3250 L -ARC 17.4515 RADIAL N 49 16 41.0 W RP 1409.99557 1242.76716 27 26 CHORD S 65 43 09.5 W 16.9031 1423.04335 1227.60947 28 TAN@PT S 40 43 19.0 W INV CURVE RADIAL S 49 16 41.0 E DELTA 279 59 22.0 RT RAD ' 50.0000 TAN 41.9628 L -ARC 244.3369 RADIAL N 50 42 41.0 E RP 1455.66278 1189.71524 29 28 CHORD N 0 43 00.0 E 64.2858 1487.32414 1228.41355 30 TANIPT S 39 17'19.0 E INV CURVE RADIAL S 50 42 41.0 W DELTA 49 59 41.0 LT nnn nn nflnn TAN 9.3250 L -ARC 17.4515 RADIAL S 0 43 00.0 W RP 1499.98868 1243.89287 31 30 CHORD S 64 17 09.5 E 16.9031 1479.99024 1243.64271 32 TAN @PT S 89 17 00.0 E 32 INV S 89 17 00.0 E 31.3800 1479.59774 1275.02026 INV CURVE RADIAL S 0 43 00.0 W DELTA 90 00 00.0 LT RAD 20.0000 TAN 20. 0000 L -ARC 31.4159 RADIAL S 89 17 00.0 E RP 1499.59618 1275.27042 34 33 CHORD N 45 43 00.0 E 28.2843 1499.34602 1295.26885 35 TAN @PT N 0 43 00.0 E 35 INV N 0 43 00.0 E 216.0000 1713.32913 1297.97055 36 INV CURVE_ RADIAL S 89 17 00.0 E DELTA 90 00 00.0 LT RAD 20.0000 TAN 2 0.0000 L- ARC 31.4159 RADIAL N 0 43 00.0 E RP 1715.57928 1277.97212 37 36 CHORD N 44 17 00.0 W 28.2843 1735.57772 1278.22227 38 TAN @PT N 89 17 00.0 W 38 INV N 89 17 00.0 W 31.3800 1735.97022 1246.84473 39 INV CURVE RADIAL N 0 43 00.0 E DELTA 49 59 41.0 LT RAD 20.0000 TAN 9.3250 L -ARC 17.4515 RADIAL N 49 16 41.0 W RP 1715.97178 1246.59457 40 39 CHORD S 65 43 09.5 W 16.9031 1729.01955 1231.43688 41 TAN@PT S 40 43 19.0 W INV CURVE RADIAL S 49 16 41.0 E DELTA 279 59 22.0 RT RAD 50.0000 TAN 41.9628 L -ARC 244.3369 RADIAL N 50 42 41.0 E RP 1761.63899 1193.54265 42 41 CHORD N 0 43 00.0 E 64.2858 1793.30034 1232.24096 43 TAN @PT S 39 17 19.0 E INV CURVE RADIAL S 50 42 41.0 W DELTA 49 59 41.0 LT RAD 20.0000 TAN 9.3250 L -ARC 17.4515 RADIAL S 0 43 00.0 W RP 1805.96488 1247.72028 44 43 CHORD S 64 17 09.5 E 16.9031 1785.96645 1247.47012 45 . TANEPT S 89 17 00.0 E 45 INV S 89 17 00.0 E 31.3800 1785.57395 1278. 84767 46 INV CURVE RADIAL S 0 43 00.0 W DELTA 90 00 00.0 LT RAD 20.0000 TAN 20.0000 1 nr.r - £i n1g0 RADIAL S 89 17 00.0 E RP 1805.57239 1279.09782 47 46 CHORD N 45 43 00.0 E 28.2843 1805.32223 1299.09626 48 TAN@PT N 0 43 00.0 E 48 INV N 0 43 00.0 E 210.5000 2015.80576 1301.72917 49 INV CURVE RADIAL S 89 17 00.0 E DELTA 90 00 00.0 LT RAD 20.0000 TAN 20.0000 L -ARC 31.4159 RADIAL. N 0 43 00.0.E RP 2016.05592 1281.73073 50 49 CHORD N 44 17 00.0 W 28.2843 2036.05436 1281.98089 51 TAN@PT N 89 17 00.0 W 51 INV N 89 17 00.0 W 225.0000 2038.86863 1056.99849 52 INV CURVE RADIAL N 0 43 00.0 E DELTA 90 00 00.0 LT RAD 30.0000 TAN 30.0000 L -ARC 47.1239 RADIAL N 89 17 00.0 W RP 2008.87097 1056.62325 51 52 CHORD S 45 43 00.0 W 42.4264 2009.24621 1026.62560 54 TAN@PT 8 0 43 00.0 W 54 INV . S 0 43 00.0 W 799. 5000 1209. 80875 1016.62556 55 LAT & DEP - 0.00029 - 0.00000 55 HCLOSE S 0 42 45.5 W 0.0003 1209.80846 1016.62556 17 PREC =1 TO 9921207 Area= 213978.74sy ft 4.9123acres FROM ANGLE DIST NORTH EAST TO AUTO INV BLOCK 3 SIDELINE PE1469 ***** START 2208.28724 1304.14054 2 2 INV S 0 43 00.0 W 102,5000 2105.79526 1302,85848 56 INV CURVE RADIAL S 89 17 90,0 E DELTA 90 00 00.0 RT RAD 20.0000 TAN 20"0000 L-ARC 31.4159 RADIAL S 0 43 00,0 W RP 2106.04542 1282.86004 57 56 CHORD 8 45 43 00.0 W 28.2843 2086.04698 1282"60989 58 TAN@PT N 89 17 00^0 W 58 INV N 89 17 00.0 W 225"0000 2088,86125 1057.62749 59 INV CURVE RADIAL S 0 43 00.0 W DELTA 90 00 00^0 RT RAD 30.0000 TAN 30.0000 L-ARC 47.1239 RADIAL N 89 17 00.0 W RP 2118.85890 1058,00272 60 59 CHORD N 44 17 00.0 W 42.4264 2119.23414 1028,00507 61 TAN@PT N 0 43 00.0 E 61 INV N 0 43 00.0 E 92.5000 2211.72690 1029.16205 62 62 INV S 89 17 00.0 E 275.0000 2208.28724 1304.14054 63 2208.28724 1304"14054 2 NO CLOSURE ERROR Area=33408.52sq ft 0"7670acres FROM '-~ ANGLE DIST NORTH EAST TO AUTO INV BLOCK 4 SIDELINE ***** START 2180.16572 1353.78954 3 3 INV S 89 17 00.0 E 125.0000 2178.60224 1478.77976 4 4 INV S 0 43 00.0 W 95.0000 2083.6()967 1477.59151 64 64 INV N 89 17 00.0 W 105"0000 2084.92299 1372.59973 65 INV CURVE RADIAL S 0 43 00.0 W DELTA '90 00 00.0 RT RAD 20.0000 TAN 20.0000 L-ARC 31.4159 RADIAL N 89 17 00.0 W RP 2104.92143 1372.84988 66 65 CHORD N 44 17 00.0 W 28.2843 2105.17159 1352"85145 67 TAN@PT N 0 43 00"0 E 67 INV N 0 43 00.0 E 75.0000 2180.16572 1353"78954 68 ~~'`^ ~^------------------ ~-----^- 2180.16572 1353.78954 3 - NO CLOSURE ERROR Area=11789.16sq ft 0.2706acres FROM ANGLE DIST NORTH EAST TO AUTO INV BLOCK 5 SIDELINE PE1469 9/23/86 ***** START 1174.18082 1466.21561 5 5 INV N 89 17 00.0 W 105.0000 1175.49414 1361.22382 69 INV CURVE RADIAL S 0 43 00"0 W DELTA 90 00 00.0 RT RAD 20.0008 TAN 20^0000 L-ARC . 31.4159 RADIAL N 89 17 00.0 W RP 1195.49258 1361"47398 70 69 CHORD N 44 17 00.0 W 28.2843 1195,74273 1341.47554 71 TAN@PT N 0 43 0().0 E 71 INV N 0 43 00.0 E 819"5000 2015^17863 1351"72574 72 INV CURVE • RADIAL N 89 17 00.0 W DELTA 90 00 00.0 RT RAD 20.0000 TAN 20^0000 L-ARC 31.4159 RADIAL N 0 43 00"0 E RP 2014.92847 1371. 72418 73 72 CHORD N 45 43 00.0 E 28.2843 2034.92691 1371.97433 74 TAN@PT S 89 17 00.0 E 74 INV S 89 17 00.0 E 105.0000 2033.61358 1476,96612 75 75 INV S 0 43 00.0 W 859,5000 1174.18082 1466.21561 76 _ ��``'�� 1174.18082 1466.21561 5 NO CLOSURE ERROR Area ft 2.4625acres FROM ANGLE DIST NORTH EAST TO ____________________ _.~_=_==_. __________________ STREET CENTERLINE 31ST PE1469 9/23/86 ***** START 1155.23803 981^94028 16 16 TRAV S 8? 17 00^0 E 334.0000 1151.06040 1315.91416 77 77 TRAV S 89 17 00.0 E 157.5000 1149.09042 1473.40184 78 78 TRAV S 15 58 57.0 E 26^1000 1123.99929 1480.58831 79 FROM LAT & DEP 79 HCLOSE S 18 37 22.7 E PREC=1 TO 674762 -~^_-_-_-_-_-_-____ 0"0008 NO AREA ANGLE DIST CENTERLINE BOLIVAR ROAD ***** START 1151.06040 77 TRAV N 0 43 00.0 E 303.0000 1454.03670 DEFL 0 00 00^0 RT 80 TRAV N 0 43 00.0 E 306.0000 1760.01276 DEFL 0 00 00.0 RT . 81 TRAV N 0 43 00^0 E 300.5000 2060.48926 DEFL 0 00 00.0 RT 82 TRAV N 0 43 00.0 E 133.7500 2194^22880 3*2 83 TRAV N 60 28 21.0 W 28.5300 2208.28956 ------==-=========== .__________ LAT & DEP -0.00231 84 HCLOSE S 41 31 12.4 E 0.0031 2208.28724 PREC=1 TO 346757 NO AREA FROM CENTERLINE 30TH COURT ***** START 80 TRAV N 89 17 00.0 W 130.0000 ----`-^^^ LAT & DEP 85 HCLOSE N 86 44 01.3 E PREC=1 TO 125436 ANGLE DIST 0.0010 NO AREA FROM ANGLE DIST NORTH EAST CENTERLINE 29TH COURT ***** START 81 TRAV N 89 17 00,0 W 130,0000 xDEP 86 HCLOSE S 0 42 59.3 W 305. NO AREA LAT & DEP 86 HCLOSE N 78 55 11"9 E PREC=1 TO 123088 0"0011 NO AREA -0.00073 1123.99856 NORTH ------'--------~ NORTH 1454.03670 1455.66272 0.00006 1455.66278 1760.01276 1761.63879 -305. 0.00024 1480.58855 EAST TO 1323.53145 1327.29006 1328.96299 EAST 1323.53145 1193.54162 0.00020 1761.63899 TO TO 6 1315.91416 77 1319.70404 80 1304"13849 84 O"0O205 1304.14054 2 1319.70404 80 1189"71421 85 0^00103 1189.71524 29 0^0O104 1193.54265 42 81 82 8� 81 06 FROM ANGLE DIST NORTH EAST TO CENTERLINE EVERGREEN ROAD PE1469 9/23/86 ***** START 1155.23803 981.94028 16 16 TRAV N 0 43 00.0 E 909.5000 2064.66689 993.31619 87 DEFL 0 00 00.0 RT 87 TRAV N 0 43 00.0 E 147.5000 2212.15535 995.16110 88 1*2 88 TRAV S 89 17 00.0 E 20.0000 2211"90519 1015.15953 89 LAT & DEP ' -0.00317 0.00361 89 HCLOSE S 48 39 19.7 E 0.0048 2211,90202 1015.16314 1 PREC=1 TO 224109 NO AREA FROM ANGLE DIST NORTH EAST TO CENTERLINE 28TH AVE ***** START • 2064,66689 993.31619 87 , 1*2 . 87 TRAV S 89 17 00.0 E 334.0000 2060.48926 1327^29006 90 . 90 SSTNV S 0 00 00"0 W 0"0000 2060"48926 1327.29006 82 ^ ' DEFL 0 00 00.0 RT 90 TRAV S 89 17 00.0 E 150.0000 2058.61308 1477.27833 91 5*4 ' 91 TRAV N 0 43 00.0 E 120.0000 2178.60369 1478.77927 92 _ - LAT & DEP -0.00145 0"00o49 92 HCLOSE S 18 37 19.7 E 0.0015 2178.60224 1478.77976 4 PREC=1 TO 393697 NO AREA 23 rd TW EnTY•FOuRT 1 22 r,d NIRTY SECOND .45 0 ..4 ; 1 15 I' i 14S ;-.9 • 150 T IRT IXTH TN AV W 4 J E JR r HIIGH 31 1 37 ;73 ' i5 136 ;37 138 139 14G 141 1•2 N PE- 1469 -84 ZE -81 -8 4 �"' 1 r a I r I� M TC''e 4 le 0 rA RECEIPT Date / i = 'gt Received From -inc Address AMt. OF ACCOUNT AMT. PAID BALANCE CUE 8K808 REDFORM ACCOUNT CASH CHECK MONEY ORDER HOW PAID --- SPORANECOITNININGINEER Al at 1 jorFcpgnM SPOKANE. WASH I • WN 0260 /4AIA i.`' ••.. DOLLARS ' FOR ^ _- ESTATE OF JESSIE A. ANDERSON ., -- ( 1 ) reAnec -.- 316 W. B. ANDERSON MARIE E. NYHOLM - 19.2/1250 S 2614 Best 928 -5945 8 -28 is 86 Veradale, Wa 99037 • : PAY E THE ORR DER R T SPOKANE COUNTY ENGINEERS s 550.00 H F/RSTLI /NE. Opportunity Branch E. 12816 Sprague /Spokane, WA 99216-0730 1: i 250000 241: 62403 46011' Hearing Examiner Committee Actions - July 19, 1984 3. PN- 1471 -84 (cont'd) Location: The proposal is located northeast of Colbert and east and adjacent the Burlington Northern Railroad (which follows the Newport Highway) and is west and adjacent Yale Road and approximately 1/4 mile north of Colbert Road in Colbert, within Section 15, Township 27N, Range 43 EWM, in Spokane County, Washington. Comprehensive Plan: SEMI - RURAL, outside the Priority Sewer Service Area (PSSA) and ASA. Proposal: The sponsor is requesting to divide 40 acres into 13 lots for single - family dwellings or duplexes. Lots ranging in size from 2 -1/2 acres to 4 acres. Change the existing Agricultural Zone to Agricultural Suburban with limited animal keeping. All interior lots to be served by private tract "X" Roads. Each lot would have its own private well. Action: 2 to 1 Approved to August 1, 1987. 4. PRELIMINARY SUBDIVISION, ZONE RECLASSIFICATION AND PLANNED UNIT DEVELOPMENT L4N- 1470 -84, WAIKIKI VIEW RIDGE ZN- 79 -84, Agricultural Suburban to R -2 PUDN -5 -84, Planned Unit Development, an overlay zone Sponsor: 624 -1186 Leroy Kohler c/o Ressa /Zeck Company 200 Fernwell Building Spokane, WA 99201 Surveyor /Engineer: 535 -1410 Patrick J. Moore S. 25 Altamont Spokane, WA 99202 Location: The proposal is located in the North Spokane area, being west and adjacent Mill Road and north and adjacent the intersection of Fairwood Drive and Mill Road and approximately 1/4 mile north of Fairwood Shopping Center; within Sections 6 & 7, Township 26N, Range 43 EWM, Spokane County, Washington. Comprehensive Plan: URBAN (at Rural Boundary) within the Priority Sewer Service Area (PSSA) Boundary. Proposal: The sponsor is requesting to divide 3.3 acres into 17 lots for attached and detached single - family dwellings as a Planned Unit Development served by a private road. The lots adjacent Mill Road will have a 6 foot fence along Mill Road for the rear yards of each lot and common area. Action: Unanimously approved to August 1, 1987. J PE- 1469 -84, DAY -BREAK ESTATES ZE- 81 -84, Agricultural to R -1 5 P.M. - ADJOURNMENT Early Dawn Dairy c/o Dwight Hume 500 Columbia Building Spokane, WA 99204 Hearing Examiner Committee Actions - July 19, 1984 5. PRELIMINARY SUBDIVISIION AND ZONE RECLASSIFICATION Sponsor: 838 -2511 Surveyor /Engineer: 535 -1410 Patrick J. Moore S. 25 Alamont Spokane, WA 99202 Location: The proposal is located in the Spokane Valley in the "Early Dawn" area being adjacent and between 24th Avenue, Evergreen Road, 32nd Avenue, and Best Road; within Section 26, Township 25N, Range 44 EWM., Spokane County, Washington. Comprehensive Plan: SUBURBAN at "Urban Transition" within the Priority Sewer Service Area (PSSA) boundary. Proposal: The sponsor is requesting to divide 74.5 acres into 174 lots for single - family dwellings with lots ranging from 10,000 square feet to 1/2 acres; and change the existing agri- cultural zoning to R -1. The proposal would be "phased" or developed over at least a 5 -year period. Action: Unanimously approved to August 1, 1987. The Hearing Examiner Committee members usually make a site inspection, individually, or as a Committee. Contact the County Planning Department for when the Hearing Examiner Committee is going to view the sites. Environmental review of the project and project site is made and a preliminary decision regarding environmental impacts will be presented to the Hearing Examiner Committee. The public hearing will afford the opportunity to present information as to whether or not a potentially SIGNIFICANT ADVERSE impact upon the physical environment will result from implementation of the proposal. The legal description and details of the project are on file and available in the Spokane County Planning Department, Broadway Centre Building, Second Floor, N. 721 Jefferson, Spokane, WA (Telephone No. 456- 2205). HEARING AGENDA, July 19, 1984 (cont'd) 5. PE- 1469 -84 (cont'd) PROPOSAL: The sponsor is requesting to divide 74.5 acres into 174 lots for single - family dwellings with lots ranging from 10,000 square feet to 1/2 acres; and change the existing agricultural zoning to R -1. The proposal would be "phased" or developed over at least a 5 -year period. 5 P.M. - ADJOURNMENT The Hearing Examiner Committee members usually make a site inspection, individually, or as a Committee. Contact the County Planning Department for when the Hearing Examiner Committee is going to view the sites. Environmental review of the project and project site is made and a preliminary decision regarding environmental impacts will be presented to the Hearing Examiner Committee. The public hearing will afford the opportunity to present information as to whether or not a potentially SIGNIFICANT ADVERSE impact upon the physical environment will result from implementation of the proposal. The legal description and details of the project are on file and available in the Spokane County Planning Department, Broadway Centre Building, Second Floor, N. 721 Jefferson, Spokane, WA (Telephone No. 456- 2205). 4 HEARING AGENDA, July 19, 1984 (cont'd) PRELIMINARY SUBDIVISION, ZONE RECLASSIFICATION AND PLANNED UNIT DEVELOPMENT 4. PN- 1470 -84, ZN- 79 -84, PUDN- 5 -84, SPONSOR: 624 -1186 WAIKIKI VIEW RIDGE Page 8 Agricultural Suburban to R -2. Planned Unit Development, an overlay zone Leroy Kohler c/o Ressa /Zeck Company 200 Fernwell Building Spokane, WA 99201 LOCATION: The proposal is located in the North Spokane area, being west and adjacent Mill Road and north and adjacent the intersection of Fairwood Drive and Mill Road and approximately 1/4 mile north of Fairwood Shopping Center; within Sections 6 -6 7, Township 26N, Range 43 EWM, Spokane County, Washington. COMPREHENSIVE PLAN* URBAN (at Rural Boundary) within the Priority Sewer Service Area (PSSA) Boundary. PROPOSAL: The sponsor is requesting to divide 3.3 acres into 17 lots for attached single-family dwellings as a Planned Unit Development served by a private road. The lots adjacent Mill Road will have a 6 foot fence along Mill Road for the rear yards of each attached single - family dwelling. 1:30 p.m. (or as soon thereafter as possible) PRELZMINARY SUBDIVISION AND ZONE RECLASSIFICATION 5 V PE- 1469 -84, DAY -BREAK ESTATES Page 9 ZE- 81 -84, Agricultural to R -1 SPONSOR: 838 -2511 SURVEYOR /ENGINEER: 535 -1410 Early Dawn Dairy c/o Dwight Hume 500 Columbia Building Spokane, WA 99204 SURVEYOR /ENGINEER: 535 -1410 LOCATION: The proposal is located in the Spokane Valley in the "Early Dawn" area being adjacent and between 24th Avenue, Evergreen Road, 32nd Avenue, and Best Road; within Section 26, Township 25N, Range 44 EWM., Spokane County, Washington. COMPREHENSIVE PLAN: SUBURBAN at "Urban Transition" within the Priority Sewer Service Area (PSSA) boundary. 3 Patrick J. Moore S. 25 Altamont Spokane, WA 99202 Patrick J. Moore S. 25 Altamont Spokane, WA .99202 R E A L T O R S RE: Change of Conditions (PE- 1469 -84) Dear John: W. Anderson D. Black Mr. John Nunnery Plat Administrator Spokane County Planning Department Broadway Centre Building Spokane, WA 99260 mjb Enc. cc:N D E V E E E R S MANAGERS. 7 APJ " October 15, 1984 ctfully you 1 aeSVI 'w itYft J. ume CONSULTANTS I am requesting a change of conditions pertaining to the condition of the staff findings numbered 42 as amended. That particular condition requires the hook -up to a regional sewer system when it is within 3,200 feet of the edge of the preliminary plat and two- thirds of the subdivision has been finalized. (116 of 174 lots). I will be working with the Utilities Department to delete this particular requirement from our conditions insofar as it is a special condition imposed by that department. I trust from previous discussions with Mr. Emacio this particular condition can be supported by the Utilities Department as requested for amendment. I will keep you informed of the progress that is being made in that regard. If there are any questions, please feel free to call me. MAIN OFFICE • 500 COLUMBIA BUILDING • SOUTH 107 HOWARD • SPOKANE, WA 99204 -0373 • PHONE (509) 838 -2511 A. INTRODUCTION B. PROPOSAL C. FINDINGS OF FACT SPOKANE COUNTY HEARING EXAMINER COMMITTEE FINDINGS AND ORDER DWIGHT HUME This matter having come before the Spokane County Subdivision Hearing Examiner Committee on July 19, 1984 and the members of the Committee present being Jerry Williams, Chairperson, Kathy Carstens and Ron McVicers. The sponsor, Early Dawn Dairy, is requesting approval of a preliminary plat of PE- 1469 -84, DAY -BREAK ESTATES, and Zone Change ZE- 81 -84, Agricultural to R -1, to divide 74.5 acres into 174 lots for single - family dwellings and there being present, the following applicant or representative: 1. That the proposal and information presented in the STAFF REPORT was considered. 2. That the Comprehensive Plan designates this area as SUBURBAN at "Urban Transition ". 3. That the south and east portion of the proposal should make improved "transition" with 1/2 -acre or larger lots of Best Road and at 32nd Avenue to 17,000 sq. ft. or larger to 14,000 sq.ft. or larger to 10,000 sq.ft. or larger. 4. That the proposed road design is appropriate to assure no "through" traffic and thereby create a safer residential area for this site. 5. That safety of pedestrian traffic to the Elementary School site at 24th and Adams as well as the swimming pool and park near 24th and Evergreen does warrant sidewalks along Best, Evergreen, 32nd Avenue and 24th Avenue. 6. That the proposal is within the Priority Sewer Service Area (PSSA) boundary. 7. That the size of the project does warrant assurance for protection of the aquifer by requiring connection to the Spokane Valley interceptor at Skyview and Clinton Road (3,200± ft. west of the proposal); provided, the sponsor is made part of a reimbursement agreement for sewer line installation costs from the preliminary plat to said interceptor. That connection to that interceptor should not be required until two- thirds of the preliminary plat lots have been recorded as filed Final Plat(s) and the interceptor is available at said intersection or near vicinity. NOTE: The reimbursement agreement will be part of the Spokane County reimbursement program being developed to implement the Valley Sewer System. HEARING EXAMINER COMMITTEE FINDINGS AND ORDER FILE: PE- 1469 -84 8. That as indicated by the County Utility Department the purpose and intent of the Water Quality Management Plan and the ASA Overlay Zone could be met with said condition for connection to said sewer interceptor instead of requiring an on -site "interim" public sewer treatment facility. 9. That the proposal does comply with the purpose and intent of the Comprehensive Plan decision guidelines of Urban transition for "fill -in" development and compatible land uses as conditioned. 10. That one owner of adjacent lands expressed disapproval of this proposed use, as the easterly lots should be larger than 1 /2- acre.to improve the compatability of existing ownerships to the east and that traffic on Best Road would increase. 11. That 3 phase development over a 3 year period will assure reduced impacts of the public services and facilities. 12. That condition #52 by Spokane County Air Pollution Control Authority serves to put the sponsors on notice of a change in their "exempt" status for operation of the dairy and is not a condition of approval. 13. That the provisions of RCW 43.21C (The State Environmental Policy Act) have been complied with. 14. That the proper legal requirements for advertisement of Agenda Item have been fulfilled. 15. That the elimination of the existing dairy operation when that portion of the plat is filed will improve the public welfare by eliminating the related odors, flies, and noises that currently cause problems to the residential neighborhoods to the north and west. 16. That the Hearing Examiner Committee finds the proposal as conditioned is not detrimental to the general purpose or otherwise harmful to the public health, safety, and welfare. D. SPECIAL CONDITIONS OR CONTINGENCIES APPLICABLE TO THIS DECISION Those conditions as listed in the July 19, 1984 STAFF REPORT, as amended below: HEARING EXAMINER COMMITTEE FINDINGS AND ORDER FILE: PE- 1469 -84 County Planning Conditions: 2: (Amend to read): That the preliminary plat be redesigned by the sponsor to provide improved lot size "Transition" from 32nd Avenue and Best Road northward and westward, respectively. That the lots along 32nd and Best shall be 1/2 -acre "net" or larger (except Lots 8 -11 Block 1 and Lots 38 -40, 52 Block 9) and the adjacent lots shall make transition as follows: 1/2 -acre or larger to 17,000 sq. ft. or larger to 14,000 sq. ft or larger to 10,000 sq. ft. or larger. For clarification of the intent -- see colored map entitled - "Staff Recommended transition" dated July 19, 1984. Note - -this redesign is for the purpose of changing the lot sizes and not the general road design; however, the position of each road may shift to allow for lot size changes. The redesign is to be submitted to the County Subdivision Administrator as soon as possible for his approval of compliance with this condition or require a "change -of- condition" hearing for the preliminary plat if the redesign does not substantially conform to the intent of this condition. 15. (Amend to read): That the preliminary plat be filed in at least 3 parts and, at a minimum, over a three (3) year period, as approved by the County Subdivision Administrator. The intent is to assure that no more than one -third of the proposal is filed each year over a 3 -year period, but could be filed in more phases and over a longer period of time. County Utilities Department: 42. (Amend to read): Within six months after the sewer interceptor is available as indicated in the CWMP within 3,200 feet of the edge of the prliminary plat of Day -Break Estates, construction shall be commenced to connect Day -Break Estates and subsequent phases to the general sewerage system. All costs related to such construction shall be borne by the Developer and a bond to insure such construction shall be provided at the time of final plat approval; provided two- thirds of the 174 lots (116 lots) have been filed as a final plat and subject to the County Utility Department developing a reimbursement program/agreement for this preliminary plat. County Health Department Condition: 48. (Amend to read): Prior to filing the final plat, the sponsor shall demonstrate to the satisfaction of the Spokane County Health District that the existing on -site sewage disposal systems serving the residences located at S. 2409 Evergreen Road, S. 2615 Evergreen Road,S. 2720 Best Road, and S. 2724 Best Road are wholly located outside the boundaries of the plat, as applicable per each phase. HEARING EXAMINER COMMITTEE FINDINGS AND ORDER FILE: PE- 1469 -84 ATTEST: Spokane County Air Pollution Control Authority: 52. (Deleted) - this condition is provided only as a notice to the sponsors of a possible change in "exempt status ". E. ORDER The Hearing Examiner Committee pursuant to the aforementioned, finds that the application of Preliminary Plat PE- 1469 -84, DAY -BREAK ESTATES, and Zone Change ZE- 81 -84, from Agricultural to R -1, is hereby APPROVED to August 1, 1987. Motion by: Ron McVickers Jerry Williams - Aye Kathy Carstens - Aye Ron McVicars - Aye JOHN NUNNERY Spokane County Subdivision Administrator Seconded by: Kathy Carstens HEARING EXAMINER COMMITTEE HEREBY ATTEST TO THE ABOVE FINDINGS, ORDER AND VOTE. 1 ete.sa . - Fl 1"l 0 A�� e 10 T /Unu X39 ADT e g TpPia,K. Pei_ o_ ?� In11at r& Dui '�n� �wv,n 500 DAW Q l y _ 1rY9 STAFF REPORT July 19, 1984 TO: SPOKANE COUNTY HEARING EXAMINER COMMITTEE FROM: SPOKANE COUNTY PLANNING DEPARTMENT STAFF RE: PRELIMINARY SUBDIVISION AND ZONE RECLASSIFICATION PE- 1469 -84, DAY -BREAK ESTATES ZE- 81 -84, Agricultural to R -1 I. GENERAL INFORMATION Sponsor: 838 -2511 Surveyor /Engineer: 535 -1410 Early Dawn Dairy c/o Dwight Hume 500 Columbia Building Spokane, WA 99204 Location: The proposal is located in the Spokane Valley in the "Early Dawn" area being adjacent and between 24th Avenue, Evergreen Road, 32nd Avenue, and Best Road; within Section 26, Township 25N, Range 44 EWM., Spokane County, Washington. Comprehensive Plan: SUBURBAN at "Urban Transition" within the Priority Sewer Service Area (PSSA) boundary. Proposal: The sponsor is requesting to divide 74.5 acres into 174 lots for single - family dwellings with lots ranging from 10,000 square feet to 1/2 acres; and change the existing agri- cultural zoning to R -1. The proposal would be "phased" or developed over at least a 5 -year period. The proposal is detailed as follows: 49 Patrick J. Moore S. 25 Alamont Spokane, WA 99202 Lots 10,000 to 13,999 sq. ft 81 Lots 14,000 to 17,999 sq. ft 55 Lots 18,000 to 1/2 -acre minus 31 Lots 1/2 -acre to 1 -acre minus 7 Lots 1 -acre and larger 0 Total Lots 174 Total Area 74.5 acres Proposed Density = 2.3 lots /gross acre Average Lot Density = 0.43 acres per dwelling or 18,650 sq.ft. per lot u1 _, L_,___I Lc_ I 4 1 '• ; ' 1 1: ,I1,1:7 1 - 1 - 1' .0 124.44.... aim Drawn —; EVERGREE 1 --. 1 t 1 i. . Nk , ii ,....,_,.. ,, 12 1 1 ...6 i . \ 2 ..!.• co i 1 s2 I 'BOLIVAR CT. 4 .' -Le I. •• 23. 2-.. •••:•\ 1 7 7 .-. i i S11 — , ..4 EIS. . . .. -..-.9 ' .::. .... r sO ■ 1 wr• •■•• ‘ ‘ ...... 4 S '', DX !VAR ROAD '. 2. r oa ta I . 41 I BOLIV I 10 1 MIMS n ' 1 BANNER ROAD Lasso annowir • SUNNY BROOK ROAD '1 1 ROAD • V 111111111111111 ROAD BANNER Se 14 N 44 • 116 7 17 • •31 • • MINI ONO (•••••••• tee 2 1/4 •s! • e ▪ 3 BEST ROAD 17 FT 1 1 1 70 9 z • us • e‘g 47 g 46 •STAFF REPORT, July 19, 1984 PE- 1469 -84 DAY -BREAK ESTATES II. SITE PLAN INFORMATION A. Site Size: 74.5 acres; being 1/2 -mile North -South and 1/4 -mile East -West. B. Site Characteristics: The site is generally flat with pasture and cultivate fields and an operating dairy in the northeast portion along Best Road. The site is treeless and "open ", except for the dairy facilities. C. Neighborhood Characteristics: This proposal is located between two types of neighborhoods- -to the north and west are the "Urban" neighborhoods of Early Dawn Subdivisions and Mountain View Additions and to the south and east is a "Semi - Rural" type neighborhood of acreage ownerships with animal keeping or cultivation or orchards (the predominant land -use is single - family dwelling, but on varying sized parcels or lots). The area is flat with few trees, orchards excepted. D. Agricultural Summary: The Comprehensive Plan has identified this area as SUBURBAN which precludes any agricultural land uses for this site. E. Zoning: Proposal - Reclassify to R -1 Site - the existing zoning is Agricultural, 1942 and ASA overlay, 1983 North - the existing zoning is R -1, 1973 for "Early Dawn Addition and 1st Addition" East - the existing zoning is Agricultural, 1942 South - the existing zoning is Agricultural, 1951 West - the existing zoning is Agricultural- Suburban, 1957 for "Mountain View 4th Addition" F. Land Use: Site - Pastures and cultivated fields with dairy facilities 600 feet south of 24th Avenue, fronting on Best Road. There are two single - family homes associated with the dairy. North - Single - family dwelling on lots 10,000 to 14,000 sq. ft. of "Early Dawn Additions ". There is a single - family home on a 1 -acre segregated parcel at the northwest corner adjacent the site. 5 1 STAFF REPORT, July 19, 1984 PE- 1469 -84 DAY -BREAK ESTATES II. SITE PLAN INFORMATION (cont'd) F. Land Use (cont'd) East - Single- family homes on segregated parcels 12,000+ sq. ft. to 1.6 -acres to 2.5 -acres to 5 and larger, most having pasture, cultivated fields or orchards. South - Single - family homes on segregated parcels 12,000+ sq. ft. to 19,000+ sq. ft. to 3/4+ acre and 5 -acres or more. The larger ownerships have cultivated fields or pastures. West H. Special Information: Single- family dwellings on 10,300 to 11,000 sq. ft. of "Mountain View 4th Addition" - G. Comprehensive Plan Designation: The Comprehensive Plan designates this area as SUBURBAN at "Urban Transition" and is within the Priority Sewer Service Area (PSSA) boundary. The proposal as conditioned does comply with the Decision Guideline policies for "fill -in" development, land use compatibility, and Urban to Suburban Category Transition. Circulation - The proposal is bounded by four existing roads -- Evergreen at the west is a Major Arterial. Bannen Road within the proposal follows an existing 10" water main and easement. The interior roads are designed to prevent through traffic; therefore, all traffic must feed to one of the existing perimeter roads rather than drive through other portions of the proposal site. Pedestrian traffic is being provided for, as recommended by the County Engineers, with sidewalks on Evergreen, 32nd and 24th Avenues to comply with the County Road Ordinance Standards. In addition, Planning Staff and County Engineers are recommending sidewalks along Best Road for pedestrian safety reasons since half or more of the school children may be walking to Sunrise Elementary School at 24th and Adams (600+ ft. East from Best Road). Design - The proposal design does provide for a quality residential area with no through streets, numerous Cul- de-Sac lots for minimum traffic areas, and no lots fronting onto the Major Arterial - Evergreen. 52 STAFF REPORT, July 19, 1984 PE- 1469 -84 DAY -BREAK ESTATES II, SITE PLAN INFORMATION (cont'd) H. Special Information (cont'd) Density - The County Planning Department recommends support for the "overall" or average density proposal of 18,650 sq. ft. per dwelling (0.43 acres). This recommendation is not given lightly -- as consideration was given to: 1. that the historical density for the southeast and adjacent area was for acreage lot sizes prior to adoption of the Comprehensive Plan. 2. that the existing ownerships are predominately acreage southeast and adjacent the proposal site. 3. that the adopted Comprehensive Plan does designate the site as Suburban with "net" lot size of 1/2 -acre; however, it also allows for "Transition" from Urban to Suburban. 4. that the current regulations and policies do require "Urban" type facilities and services of this proposal, as sidewalks, curb and paving, dryline sewers, water mains and fire hydrants. 5. that the general public or residences in the areas west, north, and northeast are currently faced with land -use compatibility problems of the existing Early Dawn Dairy operation (odors, flies and noise). Lot Size Transition - The proposal has only 5 lots at the southeast portion of the site that are 1/2 -acre "net" and the east side have lots between 15,000 sq. ft. to 21,600 sq. ft. Staff is recommending an improved transition design be developed by the sponsor that will: 1. assure most of the east and south perimeter lots be 1/2 - acre "net" to provide a better lot size transition for the existing and larger ownerships across Best Road and across 32nd Avenue. 2. Assure that the interior lots are making transition to create aesthetic and value compatibility between adjacent lots. A lot size transition from 1/2 -acre to 18,000 sq. ft. to 14,000 sq. ft. to 10,000 sq. ft. This allows for a transition of dwelling spacing, dwelling size, and property value. 53 STAFF REPORT, July 19, 1984 PE- 1469 -84 DAY -BREAK ESTATES II. SITE PLAN INFORMATION ( cont'd) H. Special Information Lot Size Transition - (cont'd) Staff is recommending: 1. Lot 28 Block 9 and all lots south along Best Road and Lot 7 Block 1 and all lots east along 32nd Avenue all be 1/2 -acre or larger. 2. Lots 6 and 8 Block 1; and Lots 1 -4 Block 7; and Lots 1 -5 Block 8; and Lots 2 -5, 9, 10, 23, 24, 29 and 38 Block 9 all be 18,000 sq. ft. or larger. 3: Lots 5 and 9 Block 1; and Lots 16 -22 and 30 Block 6; and Lots 11 -14, 22, 30, 36, 37 and 39 Block 9 all be 14,000 sq. ft. or larger. 4. All remaining lots could be 10,000 sq. ft. or larger depending on the design of the lot lines (not road system). NOTE: The lot numbers are intended to represent the "area" for the corresponding lot sizes and does not represent the number of lots - -as a design will be required of the sponsor prior to filing any phase of the proposal. The road system is recommended to be the same but some roads may shift. Water Supply - Vera Irrigation District 1115 will provide water. An approved water plan will be required prior to finalizing this preliminary plat. Sewage Disposal - The County Utilities Department has approved septic tanks with provisions for ULID agreements, double plumbing, and dry sewer lines in the streets. Addi- tionally, a requirement is recommended that within 6 months after an interceptor sewer is available within 3,200 feet of the proposal site that construction and connection of Day -Break to the interceptor shall be commenced - -as provided in the adopted County Wastewater Management Plan. To assure same a bond will be required at the time of filing each phase. School - The proposal is in the Central Valley School District, who did not respond to the notice mailed them. The Sunrise Elementary School is approximately 600 ft. northeast at 24th Avenue and Adams. 54 STAFF REPORT, July 19, 1984 PE- 1469 -84 DAY -BREAK ESTATES II. SITE PLAN INFORMATION (cont'd) H. Special Information (cont'd) Parks - The report, "Planning for Park (revised 1976) indicates this proposal is located at the southwest corner of the neighborhood called "Airpark". No park is identified for this site. The Terrace View County Park with swimming pool, picnic and ball play area is northwest 600+ feet of the proposal. III. BACKGROUND /ANALYSIS NOTE: This active and community supported /operated swimming pool generates pedestrian traffic along 24th and Evergreen. Fire - The proposal is within Fire District #1. The Fire District and County Building and Safety Department (fire marshall) are required to approve fire protection provisions prior to finalizing the preliminary plat by reviewing the Water Plan for hydrants, hydrant spacing, water flow capacity and emergency access. Air Pollution - Spokane County Air Pollution Control Authority indicates no opposition to the proposal and states that the "exemption status" of the existing dairy operation will change once land is sold for residential purpose contiguous to the dairy, pursuant RCW 70.94.640(4). Cultural Resources - None have been identified. A. Land Use: Staff finds the proposed addition of 174 single - family dwellings on lots ranging from 10,000 sq. ft. to 1/2 -acre to be compatible with the surrounding land -uses and "lifestyles "; provided, the lot size transition be improved at the south and east sides of the proposal. B. Zoning: Staff finds the requested zone reclassification from Agricultural to R -1 to be compatible with the proposed uses and existing land uses. C. Comprehensive Plan: Staff finds the proposal meets the purpose and intent of SUBURBAN and "Urban "Transition" designation; as "fill -in" development for Suburban, for the Priority Sewer Service Area (PSSA), and for the existing public services and facilities of the near vicinity. 55 STAFF REPORT, July 19, 1984 PE- 1469 -84 DAY -BREAK ESTATES III. BACKGROUND /ANALYSIS C. Comprehensive Plan (cont'd) That the general welfare of the neighborhoods to the west, north and northeast will be improved with the elimination of the existing dairy operation. That the lot size transition will minimize the impact on the existing "Semi- Rural- like" lifestyles to the south and east and assure lower densities if additional subdividing takes place to the south and east - - -it also recognizes the realistic facts of "urban- like" improvements that are required of this site. IV. ENVIRONMENTAL REVIEW An Environmental Checklist was submitted by the sponsor and has been reviewed by the Planning staff. No significant adverse environmental impacts were judged to exist. Possible slight adverse environmental impacts were identified on the checklist in the following categories: earth, air, water, flora, fauna, noise, light and glare, land use, Natural Resources, population, transportation /circulation, public services, energy, and utilities. Staff in considering the size of the project and the number of changes to the area and the public facilities and services, found that the current Spokane County Plans, Policies and Regulation mitigate the potential impacts and, additionally - -- the proposal is going to "phase" develop, which will lessen the impacts for any one period of time (regarding change). The County Subdivision Administrator issued a "Proposed Declaration of Non - Significance ", and it was circulated to other agencies of jurisdiction and two comments have been received (both * concur with the Declaration) as of the printing of this report; therefore, recommends a "Final Declaration of Non - Significance" be signed by the Hearing Examiner Committee Chairperson. *Spokane County Air Pollution Control Authority and Washington State Department of Transportation. 56 STAFF REPORT, July 19, 1984 PE- 1469 -84 DAY -BREAK ESTATES V. LEAD AGENCY RECOMMENDATION VI. The County Planning Department, in considering the above information and conclusions, and further considering that forthcoming public testimony would not identify unanticipated and unresolvable problems, does RECOMMEND APPROVAL. This recommendation of approval is, in part, based on the following recommended "conditions of approval ", and therefore staff additionally recommends that the following conditions be attached to the Hearing Examiner Committee approval, if approval is granted. CONDITIONS OF APPROVAL If approval is granted, the following conditions are recommended. COUNTY PLANNING CONDITIONS 1. That the Final Plat be designed as indicated on the preliminary plat of record and /or attached sheets as noted, except as noted in 2. below. That the preliminary plat be redesigned by the sponsor to provide improved lot size "Transition" from 32nd Avenue and Best Road northward and westward, respectively. That the lots along 32nd and Best shall be 1/2 -acre "net" or larger (except Lots 8 -11 Block 1 and Lots 38 -40, 52 Block 9) and the adjacent lots shall make transition as follows: 1/2 -acre or larger to 18,000 sq. ft. or larger to 14,000 sq. ft or larger to 10,000 sq. ft. or larger. For clarification of the intent -- see colored map entitled - "Staff Recommended transition" dated July 19, 1984. Note —this redesign is for the purpose of changing the lot sizes and not the general road design; however, the position of each road may shift to allow for lot size changes. The redesign is to be submitted to the County Subdivision Administrator as soon as possible for his approval of compliance with this condition or require a "change -of- condition" hearing for the preliminary plat if the redesign does not substantially conform to the intent of this condition. 3. That preliminary plat of record approval is for the property described in the Legal Description, signed and stamped by the sponsor's licensed land surveyor, being part of the application for this proposal. 4. That the preliminary plat be given conditional approval for three (3) years to August 1, 1987. The applicant may request a three (3) year Extension -of -Time by submitting a written request forty -five (45) days prior to the above expiration date. Such applications should demonstrate the progress made toward finalizing this preliminary plat. If an Extension -or -Time is not requested in a timely manner or said Extension is not granted, then the preliminary plat and the is NULL & VOID 57 STAFF REPORT, July 19, 1984 PE- 1469 -84 DAY -BREAK ESTATES VI. CONDITIONS OF APPROVAL(cont'd) COUNTY PLANNING CONDITIONS (coned) 5. That the provisions of SEPA'S NOTICE OF ACTION pursuant to Chapter 43.21C.080 RCW be initiated by the project applicant within thirty (30) days of final disposition of this application, and prior to any on -site improvements unless the applicant(s) /sponsor(s) choose to file a notarized Waiver of Notice of Action with the Spokane County Planning Department. 6. Pursuant to the provisions of Chapter 43.21C.RCW, the SEPA Guidelines (WAC 197 -10) and the Spokane County Environmental Ordinance (SEO), a proposed declaration of non - significance has been issued at least fifteen (15) days prior to this date; the official file, written comments and /or public testimony contain information regarding assessment of the proposal's adverse impacts to the physical environment; a finding is hereby made that no probable significant adverse impacts upon the physical environment are anticipated as a result of this project; and a Final Declaration of Non - Significance is hereby to be issued. 7. That a Final Plat name be indicated before the final plat is .filed; such name to be approved by the County Assessor and the Planning staff. 8. That appropriate road names be indicated, and approved by the County Subdivision Administrator. 9. That appropriate utility easements be indicated on copies of the approved preliminary plat, for distribution to the County Planning Department and the utility companies. Written approval of said utility easements by said utility company must be received with the submittal of the final plat. 10. That a plan for water facilities adequate for fire protection be approved by the water supplier, fire protection district and Spokane County Building & Safety Department (Fire Marshal). Said WATER PLAN must also have been approved by the appropriate health authorities. The Health authorities, water supplier (purveyor), fire protection district, and County Building & Safety Department (Fire Marshal) will certify with signature on said WATER PLAN, prior to the filing of the final plat or final plat of each phase of the preliminary plat. Said certification shall indicate that said plan is in conformance with their respective needs and regulations. Said WATER PLAN and certification will be drafted on a transparency suitable for reproduction. 58 VI. CONDITIONS OF APPROVAL (cont'd) COUNTY PLANNING DEPARTMENT (cont'd) i 10. e pA 0 15. STAFF REPORT, July 19, 1984 PE- 1469 -84 DAY -BREAK ESTATES ( cont'd) The purveyor will also certify that appropriate contractual arrangements or agreements have been made with the plat sponsor for construction of the water system in said final plat, in accordance with the approved WATER 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 said final plat. The arrangements or agreements will include a provision holding Spokane County and the 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 final plat dedication will contain the following statement: "the public water system, pursuant the WATER PLAN approved by County and State Health authorities, the local fire district, County Building & Safety Department, and water purveyor, will be installed within this plat, and the subdivider /sponsor will provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot and prior to issuance of a building permit for each lot." 11. That no building permit will be issued for any lot within the Final Plat until certified by a Washington State licensed engineer "that the water system has been installed pursuant the approved WATER PLAN for the FInal Plat ", signed and stamped by said engineer. The certification may be in the form of a letter but is preferred to be certified on a copy of said WATER PLAN as a schematic map showing the "As Built" water system. 12'. That a current certificate of title be furnished the County . 2' Planning Department prior to filing the final plat. 13. That the following statement be placed in the final plat dedication: "no more than one dwelling unit be placed on any one lot nor shall any lot be further subdivided for the purpose of creating additional lots, ownerships, or building sites without first filing a replat." '14 Upon filing the final plat the zone change shall be finalized and the existing Agricultural zone classification shall be changed to Single Family Residential (R -1). That the preliminary plat be filed in at least 5 parts and, at a minimum, over a five (5) year period, as approved by the County Subdivision Administrator. The intent is to assure that no more than one -fifth of the proposal is filed each year over a 5 -year period, but could be filed in more phases and over a longer period of time. 59 STAFF REPORT, July 19, 1984 PE- 1469 -84 DAY -BREAK ESTATES VI. CONDITIONS OF APPROVAL ( cont'd) COUNTY PLANNING DEPARTMENT (cont'd) ' 16. That the Final Plat dedication shall include: "Warning, that until property to the south and east is subdivided, agricultural pursuits exist that may cause odors, dust, sprays, and noise." 16a. That prior to filing a final plat with existing structures, all buildings shall be removed or relocated to meet appropriate building setbacks for the R-1 zone. COUNTY ENGINEERING DEPARTMENT CONDITIONS 1'T. That conditional approval of the plat is given subject to dedication of Right -of -Way and approval of the road system as indicated in the preliminary plat of record, as approved by the County Engineer. 18. That plans, profiles, and cross - sections as designed to County standards showing proposed street centerline and curb grades be submitted to the County Engineer for approval prior to construction and /or the filing of each final plat; road plans to be prepared under the direction of a licensed Professional Civil Engineer. 19. That drainage plans and design calculations showing the alignment of drainage facilities be submitted to the County Engineer for approval prior to construction and /or the filing of each final plat. Drainage plans to be prepared under the direction of a licensed Professional Civil Engineer. 20. Construction within the proposed public streets and easements shall be performed under the direct supervision of a licensed engineer /surveyor, 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. N 21. No construction work is to be performed within the existing or proposed 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. '22. All construction within the existing or proposed public Right -of- -Way is to be completed prior to filing each 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. 60 STAFF REPORT, July 19, 1984 PE- 1469 -84 DAY -BREAK ESTATES VI. CONDITIONS OF APPROVAL ( cont'd) COUNTY ENGINEERING DEPARTMENT CONDITIONS (cont'd) '23. That appropriate provisions be made that the following described property be held in trust until the continuation of the streets be dedicated or deeded: A 1 -ft. strip at the ends or edges of all streets that terminate or border the final plat boundary. (Temporary Cul -de -Sacs are required when streets terminate at the Final Plat boundaries.) 24. A statement plat: "that to issuance County road must appear in the dedicatory language of the final individual driveway access permits be required prior of a building permit for driveway approaches to the system." 25. That all public roads within the plat be designed and constructed to Spokane County standards. 26. The proposed plat shall be improved to the standards set forth in Spokane County Board of Commissioners Resolution No. 80 -1592, as amended, which establishes regulations for roads, approaches, drainage, and fees in new construction. 27. That no direct access from lots to Stub Road connections until such roads are constructed to County Standards and established as County Roads. / 28. That road design, construction, and drainage control for 1/2 Right - of-Way and Stub Road connections are the responsibility of the developer /applicant. t29. That the County Engineer has examined this development proposal and has determined that the impacts of this proposal upon the existing County Road System warrants the roadway improvements herein specified. 30. Dedication of 14 feet additional Right of Way along 32nd Avenue. Dedication of 10 feet additional Right of Way along Best Road. 31. Evergreen Road is a designated Major Arterial. Spokane County Road Standards require a total right of way width of 68 feet (34 feet to either side of the center line). Total right of way width in the EVERGREEN alignment varies 40 feet to 60 feet. Applicant shall dedicate right of way along Evergreen Road in an amount which will bring the total amount of road right of way East of the centerline up to 34 feet. 61 STAFF REPORT, July 19, 1984 PE- 1469 -84 DAY -BREAK ESTATES VI. CONDITIONS OF APPROVAL ( cont'd) COUNTY ENGINEERING DEPARTMENT CONDITIONS (cont'd) 32. That Public Road Standard TYPICAL Roadway Section be: Section Number "2" for 24th Avenue with Minimum Paving width - "Collector Standard." Section Number "2" for 32nd Avenue with Minimum Paving width - "Major Arterial Standard." Section Number "2" for Evergreen Road with Minimum Paving width - "Major Arterial Standard. ". Section Number "2" for Best Road with Minimum Paving width - "Access Standard ". Section Number "2" for Interior Streets with Minimum Paving width - "Access Standard ". 3.1. That sidewalks are required along the arterial(s) on Evergreen Road, 32nd Avenue, 24th Avenue and Best Road. 34'. A statement shall be placed in plat dedication that no direct / access be allowed from lots t� Evergreen Road. 35. Existing County roads providing direct access to the plat shall be paved and curbed to Spokane County standards. 36'. The word "applicant" shall include the owner or owners of the property, his heirs, assigns and successors. COUNTY UTILITIES DEPARTMENT CONDITIONS 37. Pursuant to the Board of County Commissioners Resolution No. 80 -0418, the use of on -site sewer disposal systems is hereby authorized. This authorization is conditioned on compliance with all rules and regulations of the Spokane County Health District and is further conditioned and subject to specific application approval and issuance of permits by said Health District. ; 38. The plat dedication shall state: The Owner(s) or Successor(s) in interest agree to authorize the County to place their name(s) on a petition for the formation of ULID by petition method pursuant to RCW 36.94 which the petition includes the Owner(s) property and further not to object by the signing of a protest petition against the formation of a ULID by resolution method pursuant to RCW Chapter 36.94 which includes the Owner(s) property. PROVIDED, this condition shall not prohibit the Owner(s) or Successor(s) from objection to any assessment(s) on the property as a result of improvements called for in conjunction with the formation of a ULID by either petition or resolution method under RCW Chapter 36.94. 62 4, STAFF REPORT, July 19, 1984 PE- 1469 -84 DAY -BREAK ESTATES VI. CONDITIONS OF APPROVAL (cont'd) COUNTY UTILITIES DEPARTMENT ( cont'd) !, 39. Any water service for this project shall be provided in fl accordance with the Coordinated Water System Plan for Spokane County, as amended. 40. The plat dedication shall state: Each dwelling unit shall be double plumbed for connection to future area -wide sewerage collection system. 41. A dry sewer connection to the future area -wide Sewerage System is to be constructed. Plans and specifications for the dry sewer connection are to be reviewed and approved by the Utilities Department prior to filing the Final Plat. 42. Within six months after the sewer interceptor is available as �, indicated in the CWMP within 3,200 feet of the edge of the Nrr prliminary plat of Day -Break Estates, construction shall be commenced to connect Day -Break Estates'and subsequent phases to the general sewerage system. All costs related to such con- struction shall be borne by the Developer and a bond to insure such construction shall be provided at the time of final plat approval. COUNTY HEALTH DISTRICT CONDITIONS 43. Water service shall be by an existing public water supply when approved by the Regional Engineer (Spokane), State Department of Social and Health Services. 44. Prior to filing any final plat, the sponsor shall present evidence that the plat lies within the recorded area of the water system proposed to serve the plat. The dedicatory language on each plat shall state: "Use of private wells and water systems are prohibited." 45: The dedicatory language of the plat will state that: "Subject to specific application approval and issuance of permits by the Health Officer, the use of an individual on -site sewage system may be authorized." 46. A combined surface water and sewage disposal detailed plan shall be approved by the County Engineer and the Spokane County Health District prior to the issuance of any building permit for this project. 4 Prior to filing the final plat, the sponsor shall demonstrate to the satisfaction of the Spokane County Health District that a suitable site for an on -site sewage disposal systems are available on all lots. 63 STAFF REPORT, July 19, 1984 PE- 1469 -84 DAY -BREAK ESTATES VI. CONDITIONS OF APPROVAL (cont'd) COUNTY HEALTH DISTRICT CONDITIONS ( cont'd) / 17 48. Prior to filing the final plat, the sponsor shall demonstrate to the satisfaction of the Spokane County Health District that the existing on -site sewage disposal systems serving the residences located at S. 2409 Evergreen Road, S. 2615 Evergreen Road, S. 2720 Best Road, and S. 2724 Best Road are wholly located outside the boundaries of the plat. COUNTY BUILDING AND SAFETY DEPARTMENT CONDITIONS ,49. That the WATER PLAN shall show the location of each fire hydrant or fire prevention facility and must comply with Chapter 10.04 of the Spokane County Uniform Fire Code Ordinance, as amended. S0. That the WATER PLAN shall specify the gallons per minute for each fire hydrant at residual pressure of no less than 20 p.s.i. (a minimum pressure). i 51. That the Water Purveyor and Fire District shall sign the WATER PLAN prior to County Building & Safety Department's review. SPOKANE COUNTY AIR POLLUTION CONTROL AUTHORITY 52. The SCAPCA has received numerous complaints from area residents regarding the odors from the existing dairy. The SCAPCA has been restricted in taking enforcement action byt RCW 70.94.640 which exempts agricultural activities from our regulations. However, RCW 70.94.640(4) states that the exemption shall not apply if land contiguous to the agricultural activity is sold for residential purposes. 614 TO: PLANNING DEPARTMENT FROM: COUNTY ENGINEER'S DEPARTMENT — 4. ( 1aw∎N\—.) SUBJECT: ROAD CONDITIONS FOR PLAT NAML DAq1 C3[SS.L, . tk(JJNUMBEfU P I'4 'CONDITIONS LIRCLED APPLY TO PLAT UNDER-CONSIDERATION • that condltlonal approval of the plat by the County Engineer Is given subJect to dedication of RIght- of-Way and approval of the road system as Indicated In the preliminary plat of record. that plans, profiles, and cross sections as designed to County standards showing proposed street centerline and curb grades be submitted to the County Engineer for approval prior to construction and /or the filing of a final plat; road plans to be prepared under the direction of a licensed Professional Civil Engineer. that drelnage plans and design calculations showing the alignment of drainage facilities be submitted to the County Engineer for approval prior to construction and /or the filing of the final plat. Drainage plans to be prepared under the direction of a licensed Professional Civil Engineer. E 4 -that the regulations of the National Flood Insurance Program be observed since the proposed plot Is affected by a Flood Hazard Zone. construction within the proposed. pubiIc streets and easements shall be performed under the direct supervision of a Ilcensed engineer /surveyor, who shall furnish the County Engineer with "As Built "'plans and a certificate In writing that all Improve- ments 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 existing or proposed 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; E 7- ll construction within the existing or proposed Public Right of Way Is to be com- pleted 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 certifica- tion, "As Bull t ".plans, and monumenting the street centerlines shall be tiled with the County Engineer; E 8 direct access from lots to 1/2 Right of Ways until such roads are constructed to County Standards and establ ished as County Roads; no direct access from lots to Stub Road connections until such roads are constructed to County Standards and established as County Roads; road design, construction, and drainage control for 1/2 Right of Ways and Stub Road connections are the responsibility of the Developer; II - 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 tt. strip at the ends or edges of all streets that terminate or border the plat boundary. (Tem- porary cul de sacs are required when streets terminate at the plat boundaries EI -a statement must appear In the dedicatory language of the plat that Individual drive- way access permits be required prior to Issuance of a building permit for driveway • approaches to the County road system. dedlcatlon of P-/ Ffadditional Right of Way along _32 A.v,iri_u /O FD additional Right of Way along f3E5T__Road add It Iona 1 Right of Way along t 564 etv"^" E3flb RESgh red iu GNeIc,ree.w) Tr�eogc). a statement shall be placed In , l pI t dedication that no direct access bo allowed from l ots to tut Qgvra _ _._�sa -.. ____ _.._ _. _.____._— .__ E15 -that a statement be placed In the plot dedication providing tor future slope ease- ments as required by Spokane County along _ __•._.._.. o.lsting County ruads providing direct accoss to the plat shall be paved ands curbed to S: County standards. that all pubs lc ruads .1thln the plat ho designed and constructed to SGokdne Coun KANE WASHINGTON 210 -25 -y'f , 19 8`-L standards. Kane, o af : , a I s I do. + I > s of e r , � , i u I r e d d l o u y 11,0 di .ter Id 1 (S) un 4YCQft3& i% f .. .3� Q ,& 2w''- A,L�.• / (- t 1 rung i_ if „�,) I.u,J ar .1 tl :.il I<un d.ny L... 11;.n y 111 5., thin Number 2. lur .214 Ave Mlnlmum f' a. I ny wrath (-- o \\eCko`r _ _77 l21 Section Numher 2. I,,' 32 Ave Min lmum I'a. Ilig ..Iath - f Ra:trligy _Sf. (3) Su. tlon Number 2 tot r Icgerzgce- r4kAMlnimum Pa . lily width f8A'ofL AC?fleci4\ .Si- (4) 501.t ion Number Z ! f�ar B Qc AL : minimum Pa. trig wl d11 _AGc.$$ - St -/ A data.' 2 to Tncluuo i nr he.r :ar $!rre!$ r ' QCCCsS sAN4i4R the word "app lco.t” shall Ilia owner or owners of the property, his heirs, assigns, end successors. - 1.21 -to construct the road rmp. .emunis stated herein, the applicant may, with the approv- al of the County 1.ovineer, ,Join in and be a willing p drt1c l pant In any petition or resolutl.on which purposes is the formation of a Road Improvement District (RIO) for . said improvements pursuant to RCM Sb.bb, as amended. At such time as an RID Is created or any Road Improvement Project Is sanctioned by Spokane County, the Improve ments required (curb, sIJewalk, drainage control and paving to existing p t) wI11•be at the sole expense of the undersigned owner, thelr heirs, grantees and assigns. 122 - an alternative method of constructing the road Improvement stated herein, the applicant may, with the approval of the County Engineer, accomplish the road Improve- ments stated herein by Joining and participating In a County Road project (CRP) to the extent of the required road Improvement. At such time as an RID Is created or any Road Improvement Protect Is sanctioned by Spokane County, the Improvements rs- q ulred (curb, sidewalk, drainage control and paving to existing pavement) 1111 be at the sole expense of the undersigned owner, their heirs, grantees and assigns.' E23 -that the following statement be placed In the plat dedication: The owners, their heirs, grantees and assigns, agree to join In the formation of a County Road Improvement District pursuant to R.C.W. 36.88 at such time as a Road Improvement District Is created or any Road Improvement Protect Is sanctioned by Spokane County. The Improvements required (curb, sidewalk, drainage control and paving) will be at the solo expense of the owner, their ,heirs, grantees and assigns. E24 -that the sponsor shall prepare and submit to the County Engineer a design proposal . . acceptable to the State Highway Department of the proposed State Highway- County Road Intersection. State Highway Department approval of the proposed design, must be received prior to the filing - of the final plat. Improvements to the State Highway are to be the responsibility of the Sponsor and Spey either be. constructed or a bond to cover the cost of such Improvements furnished to the County Engineer In the amount.. as determined by the County Engineer and the State Highway Department. E25 -the proposed private road(s), as shown on the preliminary plat serving _ _lots with:' no extension possible; extension to serve 8 or less lots; Teter% public., Right of Way tract is approved by the County Engineer. E26 -that private roads) be Improved to- Spokane County standard for a privets road standard serving lots. Subject to approval under section 10.207 of the Spokane County Fire Cods. E27 -that. the following provision be made that the following described -property be held In - • trust until the continuation of the private road and the "Tract X" Is deeded or dedi- cated: a 1 ft. strip at the ends or edges of all private "Tract X" thet terminate or' border the plat boundary. E28-a statement shall be placed In the plat dedication that the "Tract X" private road(s) contalned within this plat Is /are for the sole use of parcels within the plat until such time as the roadway Is Improved and established as a public road. - 129 -that the following statement be placed in the plat dedication': . WARNING: Spokane County has no responsibility to build, Improve, maintain,. or other wise service the private roads contained within or providing service to the property described In this plat. By accepting this plat or subsequently by allowing a building permit to be Issued on property on a private road, Spokane County assumes no obligation for said private road and the owners hereby acknowledge that the County has no obligation of any kind or nature whatsoever to establish, examine, survey, construct, alter, repair, Improve, maintain, provide drainage or snow removal on a. private road. I,hrs requirement Is and shall run with the land and shall be binding . Upon the owner. their heirs, sucLeasurs or assigns Including the obligation to part( clpate In the maintenance of the prlsate road as provided herein. the p r r y. ;ed plat >Nel1 ho rmpr•-ve 1., the standards :,et torte In Spokane County 9oard of l.0 mmis>rvn ur N.: solution No, 80 -159L, as amended. whlth establishes rogufa- floes tut road, appr„othu:., drainage, and fees In new consir uctlun. yon ..-auty tioqinusi „•aa.in,d this development proposal and has determined that ' n '.1, a t -t of ibr pl.,) „•.• up,:u th,: ..IStlnp County Road Sy slum warrants the dodl,a- flor: .,f eddill�.,ha1 r libl'ot -way and the roadway Impsn. omen is heroin seeC111ud. Eve R.g tEEws ' Ro kb. -is a r % r\ C\ MA;o0 AVae2.SA\ • C oy° kAA3E . CouNSt\ Qots.a, Stcycalw. 4 S R.W. nivs-, n_ total 1210 otc WMj LSIMi1 Of - to Ft. ( 32. CA. to either side of 'thr+a cetlter \(ne.) total Rko o tom./ wilts, i1v Tine_ eve-rye.e.-) a \<k�rnp*I� vAQies crown go 4t. }e, t . Kv?t cAUt Sh4ti dediCt■Ne- zitt otr WAS A \o1.,r (nue.rf CsioAct ia-3 any timer.•(} wtt:ct. 11fi1I bai.)‘ t(.@ \-o rn\ a .3y o; ({nee, Rlrix\ c4 way t tt o ttir CeAfrer - I' NE 4Q 40 32 C-F tt. PRELIMINARY PLAT APPLICATION FORM ALL SIGNATURE BLACKS (ON PAGES 2 AND 3) MUST BE FTI',ED IN, IF APPROPRIATE, BEFORE RETURNING TO THE PLAT ADMINISTRATOR. Part I - To be completed by applicant and surveyor .AREA AND DISTANCE*************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Total'amount of'land in this Subdivision: 74 Acres Total Number of Lots 174 Proposed dehsity of the Plat: 2.3 Total amount of adjoining land controlled by this owner or sponsor: 1.5 ' .:Acres Proposes Use of controlled adjoining land: 2 existino single family lots 8xisekiskiRNxfamikx ' Pe id 4Ktexkeaakedxewx 4axaexesxk'aakxisxdesion liedx*miukaxexdaua epmank ' What is the driving distance in miles to the nearest fire station? 3' Shopping facilities? 2 Municipal Boundary: 6 - Paved' street''.`or'- _highway adjacent `? LAND USE******************** * * * * * * * * * * * * * * * * * * * * ** * * * * * * * *ry .,What is the present use of the property.proposed,to be platted? List type of uses: Cultivated land: acres: ;Pasture: Timber: ' ' ` acres. Vacant: acres. Other: •. Is keeping'of animals desired ? -•No ( X ). Yes"(, ). Proposed Zon,'na.i' R - 1 • •,. IMPROV' V 1S'* * * *a* * *.- * " * ** *> *s:r *.s Y **. .,*.. **.. * ** EXHIBIT B Lots /Gross.Acre Comprehensive Plan Category: 'Indicate the proposed land use of the plat: Single Family Dwellings ('.:X ).•' '!Duplexes ( . ). 'Indicate lots for duplexes: - —Multi-family dwelling units (: )• Indicate which lots: Mobile Homes ( ). Other ). Describe other uses: • Describ any non - residential use proposed in the-Plat: Pone " • Dairy •4:5 acres 70 ' ... acres: y be a' multi -phase deve- Do you plan'to file the Plat in its entirety as proposed,'or'will'dit lopment? Phased development To what level of improvement will streets be constructed? Gravel ,( '.) - ,Minithurti. "' Curb and Gravel ( •). Curb and Paved (X ). Paved only ( ). • Describe any - combinations of above:. • * * * * * * * * * * ** * *s *s * *rs * * * * * What is the' time period expected fok.aomplete development of,the Plat:' . 1989 Street improvements completed? 1939 Substantial number of lots occupied? Is dedication of any land for public use .contempleted? (Parks, schools, etc'.). No. ( X )., Yes ( ). Describe: Indicate the. size of units proposed to be constructed: 1,200 - 1,500 :Square feet Number of bedrooms 2 - 3 • 'Estimated Sale Price 75,000 90,000 Will buildings be built on the lots .before they are sold: No (:X )'• 'Yes ). ' { Will any special deed restrictions be included in the sale of lots? No ( ). Yes If "yes ", explain: Restrictive covenants will be recorded • -OVER- 1987 X Acres UTILITTFR * * * * * * * * * * * * * * * * ** Indicate the proposed method of sewage disposal: Septic tank ( Y. Lagoon ( ). Treatment plant ( ). • 0ther, or combinations (Describe) Interim individual septic tank I?: drainfie.lds with dryline sewer system. , Indicate the proposed source of water supply: Individual wells ( )• Publ system ( X ). Private community system ( ). •. Indicate method of extending service to the lots (Dwellings): Underground utility easements ( ). Overhead utility easements ( )• Utilities in streets ( X ). No easements ( ). Indicate the distance from this proposal to the nearest existing water main: Indicate size of nearest main: 10 inches. adjacent feet 44UTILITTFS - ( Continued)" * "* " * * * * * * * * * ** * * * * * ** * * " " * * * 0 , ,List utility companies or districts i Electricity: Vera -Gas: ;ACKNOWLEDGMENTS ** PROPOSED PLAT NAME: E X H I B I T : A PRELIMINARY. PLAT APPLICATION FORM (Continued) Day -Break Estates I, the undersigned, have completed the information been prepared by me under my supervision in accor epartment and the'; laws of the Sta •(Signed). ct =�fi County Playing. C /�O t ti S NOTARY SEAL A. B. *r ** (Signed expected to provide service to this Plat: r PNB ' Water: Vera ' (Address) S. 25 Altamont 'Spokane, WA requested, and the Preliminary Plat tics, ce with the requirements''of the;Spokane e of Washingtin. / 2ij?7t_i T Date: 4/16/34 Phone:: 535- 141,0_ Zip:_ Phone: • I, :the`,undersigned,.'swear under the'penalty of perjury -that the above responses are 'made truthfully and to,.the beat,of:my knowledge. I' further' swear that I AM, THE OWNER.OF" :RECORD'of the, site proposed as .the preliminary,plat,'or; if not' the owner, attached :here .,with is written permission 'from said owner authorizing my actions`'on his or her behalf.'' I also understand, " should. any .willful.misrepresentation'or willf4 'disclosure• on'tay part, Spokane County m ' any declaration of non significance, < < , that it might;issue'in reliance is ctlecklit. , tiv„ Y a,. Phone: '3387 ,251.1 Spokane, WA . ,,zi -• =99204 .. / / J rT: - - a �al t i �/ { /v72 .. '. Date: , •y /: 5/ * * * ** * ***•* ** ** ** * ** * *** ' Part'III -to be completed by Health District Part II,- to be completed by water purveyor' -- See PART VI! This subdivision (is) () situated within our service area. We are (able) (e) and willing to supply this subdivision with adequate (domestic) (fire) O (csx:c4a1) uses. ' ` A. Health District staff has completed a field investigation of the site. Page 2 water for * ** * ** ** ****** ** * *** ***** * ** *t *'* *** ** C. Satisfactory arrangement (have) (hsua..act) been made to serve this proposal.: D. Signature (only when items A, B & C are true and completed) E. Private (wells) (water system) is ( r 'ad) ( Denied) as an interim water source. ..:. ?t?. (c.i'ii�N � , 1 ` - : ' ( f : 1 4.r 'y ;A,� e • purveyors -name, signature end title date* •1 ************************************** ***** * ***K* ***** ****** * ** ****** ***** * ***** ** ** **** *.**** B. Health District .requirements for preliminary plats have Qhave•not:) been satisfied. C. Sgnat•ure 4. t y si; ature and: itle 4 ********************** ** * * *** ***** * * ** ********* *** * ** ** ******* * * * . *. * * * * * * * * * * * * * * * * * * * * * * * * * * * A. Part IV -=To be completed by County Engineers Office' County Engineers Office requirements for preliminary plats haVe-yi t e—t+ been satisfied subject to submission and approval -,•of drain'a;g'e ;` calculations'and drainage'-plan. i ?V? gv Date * * * * *... *. •; County' Department. requiremeits'for ' prel ; iminary•p1 .E}ravr'rmt) been satisfied: S i,j t.0 r. a B. Signature :.• Sign and Title Fire District: * *: *,* * * * * * * * * S i gnature. aiyfi tl e Water District: Comp. Plan Category: •PSSA bdrv: E X- H I B -•I .T r'A PRELIMINARY PLAT APPLICATION FORM `° (Continued) D at`e * * * * * * * * * * * * *. * * * *:*'4 * •* ,* * * * * * * "* Part VI To.be completed by County Building 'Safety,. A. Fire Flow of .5 1 g per minute required for proposal.. kl.4ftc '/'l -eit/ItQu a i'o45" . i/L a.1�'l� 22 /.t.�J,t.. �L� s gn a Ta�rWGF�>, � si;gnatu - title THIS PART TO BE COMPLETED BY SPOKANE COUNTY PLANNINT DEPARTMENT Planning Department information - • * * * *',* *'* * ,date * 1 * * * * •* . Date Submitted: Preliminary Plat Fee:, Date Accepted: Checklist Fee: Plat File No: Zone Change File No: Plat Name:. Existing Zoning: • Number of Lots: Date Established: Location: Sec. T -R Advertised Zone Change: - School District: Checked by: PUBLIC HEARING DATE: '' JAMES'S BLACK & CO • , IN • 500 COLUMBIA BLDG • SPOKANE, WASH.. 9920f ' PHONE (509) 838 -2511 •': PAY • +TO THE ,.'ORDER OF ,JAMES S: BLACK & CO., INC. t e AMT. OF ACCOUNT AML PAID . BALANCE DUE 8K808 DIFOFT�® SPOKANE`, COUNTY ENGINEER • SPOKANE MAIN OFFICE, • 1 l • OLD NATIONAL. SANK OF WASHINGTON SPOKANI,tWASKINGTON , Alry .a 142r.,.V RECEIPT Date s acf • 19 s'y -8845 Received From fami,5 5 ,B ck 4-e0 Address . Dollars $40 For 1 E�L� X :ERE/1k: C 5t' 71 St ' ACCOUNT • CASH CHECK MONEY ORDER HOW I'A ID 101 11:14g135 In' 1:''x'2 S k000 34 i5 Sii�'• i .O70 `00 !e, r JAMES S: BLACK 8 CO INC Ty; D OLLARS • 'L a.lT• IIC sar • s• . s, - - =":1 1 A. P rojec t flame: p �� c' .A� t • - s\ - t"t; = PROPOSAL Numbe o f Par ceIs: / 7q Sect tun_ 2/ 1.__ as N., R. c/'/ E.W.M.; Quarter 1 2(D4 - DEVELOPER Na me : j J y' r o; CHS2 \ � Loa 1A, ( 3tze &k ' &sTAras et or Addr;s: S 0 o\. �jt Phone: ; iu: i nc s C; s $ — c / dome • OWNER • ENGINEER B. PRELIMINARY CONSULTATION: Date: 9 / ?Q /$y By: ` a „..or Ai Preliminary a) Right -of -Way AI/ / 51%;:ee'7S 50 4:7 Conditions b) Curb t ' c) Sidewalk tt d) Pave " " ^I o rrE? /A/ 51*aF7s e) Approaches EiZri9i7 , 12 rii Tif f ). Drainage a O $ K /id-T. . 7e 4 / /.Ne•J C�O�CST2LCG//o -rr) ' g) State /City Review Ye (t...)Y' Nu ( ) - Radii 4t ii P /%cA ='V Remarks: (Z;, o- (4)4Y- 1A oC * %ran Q +o t1 2)an 4-- euBr2gizaeN Cal Acfrate / Taw -611 - y e - c - zar c. Acces5 ltieLop.1Ic_ it C.. INSPECTION D. SPECIFIC CONDITIONS: E. FINAL PLAT CHECKS S P O K A N E C O U N T Y E N G 1 N E E — P R E L I M I N A R Y C O N S U L T• A T I O N -- Fee Paid: Ua t._ Name: Address: Phone: Business Name: TN tcwvd,. Address: Phone: Business Home Home a Ye s if N a1 !. b- !Gs NOTE: This proposal must comply with Spokane County Regulations for Roads; Ap- proach and Drainage In New Construction; Board of ,County Commissioners Resolution No. 80- 1592•as amended.. Conditions are preliminary and may change after field - in- spection and review of County records. Date: / / By: Remarks: e t -' Fee Pa td Yes Nu Ainouut. •$ �( " - - Ca: ;h Check 4E5 J La ;;;nu Alp li.r.atton Si•;na:d: Ddte ( r t � �� BY: f 7 L Ciesteact Number Cash Ma I. Loma 11 c:.t1 S :;i rv ::yiog (:heck:;: 1 Da t.c'ay _ . A,Li:l ::,::.li mat. hrrvtt it tl :1;1.1 .'L rt�r i �.Ir, +; c l'�ec s• Foe •!'al. F .1n 1 . ,'. Free Aml .aAit. a . I • it i�•. .. __—____._._—_.— � ^er Aui 1. .. \!IC.I • _ ... p,.,. Ana .t.11l.k'd. k' • PRELIMINARY PLAT APPLICATION FORM ALL SIGNATURE BLOCKS (ON PAGRS 2 AND 3) MUST BE FILLED TO.THE PLAT ADMINISTRATOR. .. 4 Part I.- To be completed by applicant :surveyor• AREA AND DISTANCE************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Total amount of land in this Subdivision:. 74 ' 5 Acres Total Number of Lots 1 ;.\ Proposed density of the Plat: �.3 Lots /Gross Acre Total amount of adjoining land controlled by this owner or sponsor:`' -1.5 Acres Proposes Use of controlled adjoining land: 2 existino single family lots &xtxekistimgxfamity itgg 60( aexteeatedxenx4 xR xaexeKxkh akxxsxdesi ;gnakedxfoxxkmkumxdezieimftmelnk , ' What is the driving distance in miles to the nearest fire station ?• 3 ' Shopping facilities? 2' Municipal Boundary* 6 Paved street or.' highway adjacent ? • -' ''' °t` ., LAND USE******************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Comprehensive Plan Category: Indicate the proposed land use of the plat: Single Family Dwellings ( X.). Duplexes ( ). Indicate lots for duplexes: Multi - family dwelling units ( ).• Indicate which lots: Mobile Homes ( ). Other ( t). Describe other uses: Describe any non - residential use proposed in the Plat: None What is the present use of the property proposed to be platted? Dairy 4.5 acres. List type of uses: Cultivated land: acres.. Pasture: 70 acres. Timber:' acres. Vacant: acres. Other: • Is keeping of animals desired? ? No ( X ) Yes ( ). Type: .• " Proposed Zonino: R-1 IMPRO Tr;r'IEN i.3 o «* ;" * * n :_. _ n .•. , �t a"F [' Po r d * rSM�`' u' t fFi� ' ^ a. ° Do you plan•to'file the -Plat in its entirety`as proposed, or willl it be,a multi -phase deve ?' • t. lopment ?. Phased development , '.,•S.• • , -; To what level of-improvement will streets'be constructed? ' Curb and Gravel ( ). Curb and Paved (X`;%). Paved only:,(" ).' Describe any combinations of above: What is the time period expected for complete development of the Plat: 1989 Street improvements completed? 1939 . Substantial number of lots occupied? 1987 Is dedication of any land for public use contempleted? (Parks,. schools, etc) No :4 ( X,). 'Yes(• ). Describe: Indicate the size of.units proposed to be constructed: 1,200 -1,500 Number of, :Bedrooms 2 -3 • Estimated Sale Price 75,000- 90,000 Will buildings be built on the lots before they are sold:. No ( X ). UTILITT' S ***************►************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Indicate- method'of extending service to the'lots (Dwellings): Underground utility easements (;';').'„Overhead utility easements Utilities in streets ('X ):'• No easements',(' .). 'Yes ( ). Will any special deed restrictions be included in the sale of,lots? No ( ), ,Yes,' If'4 yes" , explain: Restrictive covenants will be recorded 'Acres * 'Square .feet • Indicate the - proposed method of Sewage disposal' Septic tank ('' "). Lagoon'.( .Treatment plant..( ). Other,-or combinations. (Describe)dnterim individual septic tank & ;drainfields with dryline sewer: system. proposed source of water supply: Individual .wells ( ) Public systemX ). Private . community; system (' ) i' ., ' adjacent acent Indicate,the. distance from this proposal'to the nearest.exi.sting Water-main: feet Indicate: size kof nearest main: • 10 "'' • inches. } UTILITTFS - ( Continued)****"`********* * * * ** +**** * ** * ** * * * ** ** * * * * ** ** List utility companies or districts expected to provide service to this Plat: Electricity: Vera •Gas: Water: Vera Phone: ACKNOWLEDGMENTS********************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** PROPOSED PLAT NAME: Day -Break Estates I, the undersigned, have completed the information requested, and the Preliminary Plat has been prepared by me under my supervision in accordance with the requirements of ,. the,Spokane rl , County P1_..'.• Department an. the laws of the St.. +,. .r ,.t__ti_-_,.__ `tV !. iE NIAsk -4 9 f rti C I I, the undersigned,'swear under the penalty of perjury-that the above responses are made truthfully and to the best of my knowledge. I further swear that I AM THE OWNER OF RECORD of the site proposed as the preliminary plat, or, if not the owner, attached here- with is wri n permission_from said owner authorizing my actions on his or her behalf.' I also understand, should there be any willful misrepresentation or willful lack or full disclosure on my part, Spokane County m_ 'thdraw any declaration of non significances. that it might issue in reliance upo. is c. cklist. ?' 1 0?. 12•t. N. • , L"' .Y. �. C ` � • V . i NOTARY NOTARY SEA.L'i ` l ` s i E X H I B I T A PRELIMINARY.PLAT.APPLICATION FORM (Continued) (Signed). Cry --2cc/ Q �pz Date: 4/16/34 S. 25 Altamont Spokane, WA Zi 99202 (Signed (Address). 500 Columbia B �a. Spokane, WA lding Phone: s 535 -1410 zip , 99204 •,Phone's 838 -2511 Part II - to be completed by water purveyor -- See PART VI A.:This subdivision (is) () situated within our service area. B. We are (able) O and willing to supply this subdivision with adequate -water for ;'t (domestic) (fire) ( ) ( ) uses. =E ?, C.i' Satisfactory arrangement (have) (hit) been made to serve this proposal. D. Signature (only when items A,. B & C are true and completed) E. Private (wells) (water system) /is ( •",_» = =_.) (•eni••) as an interim water - - - - - - purveyors name signature •and title date . • Part III -to be completed by Health, District Distric 'Health District staff has completed afield investigation of the site. ' 8.. Health' District requirements for preliminary „plats ire ave not .been satisfied. * * ** * * * * * * * * * * * ** ci/ ie/ a� r.' Date Signature E X H I B T; PRELIMINARY PLAT APPLICAT Part IV - To be completed by County Engineers ; Office i_' ,.'',' ' . County Engineers Office requirements for preliminary :••plats';haV.4 - +re %e )- been satisfied to submission and,app,roval of .drainna calculations-and drainage plan _ Sign i? /x \Part,V - To.be completed by County Utilities Dept. . County Utilities Department requirements for preliminary pl +ravrtrat -). been satisfied, ' . u.r-e- * *, *. + *;. Signature a Title •*. *.* * * * * * * *, *•*'* Part VI To be completed'by County Building b :Safet Fire Flow of 4rad12 gall s per,minute required for proposal.: 2 get' 7ZI f-rtl4tRA7, *54Lt date '-THIS PART ` TO BE BY SPOKANE COUNTY PLANNINT DEPARTMENT _56 .: Planning Department Information . • S TY 174 • I V Submitted: 7� )5S4 Preliminary Plat Fee: Date Accepted: PE ` a - Plat File No Zone Change File m r Plat .Name: 'IAA \ LIR540 ,.Sieg,5'.Existing Zoning: r . Checklist Fee: 23i ° • Top No: E —F) —$171 ., * Date Established: Adverti see Zone Change:, School? District: / (e.rtnwP U X356- Checked by :, Fire District:' 1 ) r - Water, District: U ( Plan category ' ;. Location:." Sec. 2 "T' r j PSSA;bdry:' "� PUBLIC HEARING 4 EARLY DAWN CREA gRy TO WHOM IT MAY CONCERN: HOME OFFICE: S. 2614 BEST ROAD - VERADALE. WA 99037 - 928 -5953 125 Parkade Plaza • Spokane, WA 99201 Gateway West Mall • Kalispell, MT 59901 We hereby authorize Dwight Hume to represent the property commonly known as the EARLY DAWN DAIRY, and subdivision of same. P e 1469 e 4 April 16, 1984 Gam - Marie E. Nyholm 14-1 42% (77113-142-e-31, H. G. Anderson, Jr. W. B. Anderson 2 Alice M. Anderson 1. PROPONENT: ;m44 Contact Person: Dwidd fitt-frkt., I. 7 APPLICATION # P BECIAIREITIOR • ZONE CLHSSIFICHTION : Act, . . WHIMPROPOSED DECLARATION \A r. • - 1 /7 kA444) Date6* ohn Nt4nnery 7 Co. Subdiuision Rdm'r. Spokane County Planning Department Spokane County Planning Department THRESHOLD DETERMINATION OF 11011SIGOIFICROCIE 2. COUNTY RCTION(s) REQUESTED: Preliminary Plat Rpproual .>. - - Change-of-Conditions Preliminary Short Plat Approval Variance fipproval " Other 3. DESCRIPTION OF PROPOSRL: i4U A kentx1.4-0-d _ Sat • / 74 i / A' ,P, /itean-t, - A 4:, 7 5 P a t i A _pp A ,E4a 4,V)-,,e it-frppy ./ 9/9D „to, It A .--- 7z -4,--0-0 ,_ - . , - L .. A 0 A z yr' -* 1 A.4.74 C A-n-e-;•ii 7. 7 . 14 40 114 4 "tit 44_the.-V /e) ./ C / A-e fi 4,4141 ka-rn-e.leg f c,4-7)-1 2 ,#- I nthec-i..*4 5- 11.441- etil-b-70, / / t./ / 4. LOCATION OF PROPOSAL: Section Township g5 N, Range EWM, - Spokane County Washington. " daze ,/,r, 4,9.4 t ./.4 tut 24 tZ 4 v E VERIt-kEt. 0Mb ) 3a2 J ,4v5 »4 2 XESY Resti f )1, (See attached page if checked ri 5. COPIES SENT TO : SEE A T TA CHID SHEET 6. LEAD 116ENCY : SPOKANE COUR TY, SHI NG TON - • "s • - The Spokane County Planning Department has determined SPOKANE COUNTY to be "Lead figency",pursuant to WHC 197-10 : V 220; 205: Other 7. THRESHOLD DETERMINATION : This proposal has been determed to not have a MA-. significant adverse impact on the enuironment. fin EIS is not required under RCW 43.21C.030 (2) (c) . This decision was made after review by the County of a complete environmental checklist and other information on File with "Lead Agency" • public ,., i ...... '''. y 7, 'fie Hearing date is : am -f . REVIEW FIND COMMENT : --Sf If you wish to comment in writing as prouided in WIC 197-10-340 (5),-:please •1-1 respond as follows : )E. Response DUE no later than : dad r )927i >?T0: ti Declaration of Nonsignificanceissued : ds dated beicks ID 001 1 11111111 (See attached page if checked n Zone Change pho 3 z I Spokane County Planning Department N. 721: Jefferson 'St. Spokane WR 99260 • • Mtn: John Nunnery Date Chairperson of SpokaneCounty Hearing Ehaminer Committee FINAL DECLARATIONDMINIMM.M1111 Introduction: The State Environmental Policy Act of 1971, Chapter 43.21C, RCW, requires all state and local governmental agencies to consider environmental values both for their own actions and when licensing private proposals. The Act also requires that an Environmental Impact Statement be prepared for all major actions significantly (and "adversely ", as per WAC 197 -10) affecting the quality of the physical environment. The • purpose of this checklist is to help the agencies involved determine whether or not a proposal is such a major action. Please answer the following questions as completely as you can with the information presently available to you. Please answer questions as "yes" or "maybe" if, in your opinion, even only slight impacts will result. The reviewers of the checklist will be aware of and concern themselves with the degree of impact, asking you for more information, if necessary. Where explanations of your answers are required, or where you believe an explanation would be helpful to government decision- makers, include your explanation in the space provided, or use additional pages, if necessary. You should include references to any reports or studies of which you are aware and which are relevant to the answers you provide. Complete answers to these questions now will help all agencies involved with your proposal to undertake the required environmental review without unnec- essary delay. The following questions apply to your total proposal, not just to the license for which you are currently applying or the proposal for which approval is sought. Your answers should include the impacts which will be caused by your proposal when it is completed, even though completion may not occur until sometime in the future. This will allow all of the agencies which will be involved to complete their environmental review now,'without duplicating paperwork in the future. No application shall be processed until the checklist has been completed and returned to the appropriate County department. State law requires explanations for every "yes" and "maybe" answer on the checklist. The person completing the form may be required to provide explanation for "no" answers, and some cases, more detailed information to aid in a threshold determination. NOTE: This is a standard form being used by all state and local agencies in the State of Washington for various types of proposals. Many of the questions may not apply to your proposal. If a question ' does not apply, just answer it "no" and continue on to the next question. - - ENVIRONMENTAL CHECKLIST FORM I. BACKGROUND 1. Name of Proponent: Dwi qht Hume 2. Address of Proponent: 500 Columbia Building, Spokane, WA 99204 3. Date Checklist Submitted: April 24, 1934 17 ENVIRONMENTAL CHECKLIST L.-: 1469-84 4. Agency Requiring Checklist: Spokane County Planning Dept. 5. Name of Proposal, if Applicable: Day - Break Estates 6. Nature and Brief Description of the Proposal (including but not limited to its size, general design elements, and other factors that will give an accurate understanding of its scope and nature): • SPe attachment A • tip o% -oftL .,t, " tiD r ats+ tv 1 L J Yj v j �/�c�u <X f ,da r. , i a P �5 9 va L 4 o,p �•�rzr,v �r otitJF, 7. Location of Proposal (describe the physical setting of the Proposal, as well as the extent of the land . area affected by any environmental impacts, including any other information needed to give an accurate understanding of the environmental setting of the proposal): • ''' See •attachment-A. , ; , August, 1981 .� ... SEC /TWN /RNG: 26 - - Phone Number: 833 - 2511 8. Estimated • Date for - Completion of Proposal: ' " 1989 List of all Permits,'Licenses or Government Approvals Required far the Proposal (federal state and local, including rezones): Rezone from Agriculture to R -1, preliminary and final Plat 'approval, septic tank 'and drainfield oermits, building permits 10a, Do you,• or. the owner -in the event you do not'own the subject land; have any plans for future additions, expansion, or further activity _ related • to or 'connected with this proposal? . If. yes, explain: ao'. you own or have options on land nearby or adjacent to this ' proposal's locations ? If ,,yes, explain • 1.5 acres of adjoining land is owned by the owner of:the proposali is..`: °` currently occupied by two single family residneces. ;i "r « r: " Vii, 11';:• Do you know of any plans'by others including the owner which may affect.the property'covered?by your,'. proposal or land adjacent or nearby? If yes, explain: - 'Flo _ 12i,' Attach any other application form that has been completed regarding the proposal; if none has been completed, but is expected to be filed at some future date, describe the nature of such applications form: ' II. ' ENVIRONMENTAL IMPACTS c' ,r i it „ . f (Explanations of all.: yes and maybe answers 'are required i , 1 Earth. Will 'the proposal result in: - :t t (a) Unstable earth conditions or in changes in geologic substructures? 4 -'11 /A 2 (b) Disruptions, displacements, compaction or.overcovering of the soil ?. . • X (c) CFiange'in topography or ground surface relief features? . . . . . ... . . X (d) The destruction, covering or modification of any unique geologic or physical features? .(e) Any increase in wind or water erosion or soils, either on or off the site ? (f) Changes in deposition of erosion of beach sands, or changes in siltation, deposition or erosion which may modify the channel of a river or stream or the bed of the ocean or any bay, inlet or lake? f•' Explanation: Refer to Attachment A 2. Air. Will the proposal result in: (a) Air emissions or deterioration of ambient air quality? '(b) The creation of objectionable odors? (c) Alteration of air movement, moisture or temperature, or any change in climate, either locally or regionally -.(b) Changes in absorption rates, drainage patterns, or the rate and amount of surface water runoff? X 1.,(c) Alterations to the course or flow of flood waters? (d) Change in the amount of surface water in.any water hody ?,, . • . . (e) Discharge into surface water, or,in any alteration of surface water quality, including but notlimited to temperature, dissolved oxygen or turbidity' _ -(f) Alteration of the direction or rate of flow of ground waters' _ , (g) Change in the quantity of ground waters, either through direct additions or withdrawals, or through interception of an aquifer by cuts or excavations? (h) Deterioration in ground water quality, either through direct injection, or through the seepage of leachate, phosphates;.,. i;, detergents,waterborne virus or bacteria, or other substances into the ground waters' Reduction in the amount of water otherwise available for public water supplies? c 5 Yes • ,Maybe No :'3, X Yes Maybe No X Explanation: Increased vehicular traffic as a result of the proposal may cause some • slight deterioration of ambient air quality in the area. 3.'° Water. Will the proposal result in: Yes Maybe No ,(a) Change in currents, or the course or direction of water movements, • in either marine or fresh waters? X X X Pf - 1469 -84 X X Explanation: Refer to Attachment A Introduction of new species of fauna into an area, or result (c) in a barrier to the migration or movement of fauna? number of species associated with human dwellings. residential use will increase noise levels. lights and interior illumination. 8. Land Use:' (a) Will the proposal result in the alteration of the present or planned land use of an area ?. . . . . Explanation: Refer to other'natural resources will be used'in construction. 4. Flora. Will the proposal result in: (a) Change in the diversity of species, or number of any species of flora (including trees, shrubs, grass, crops, microflora, and aquatic plants)? X (b) Reduction of the numbers of any unique, rare or endangered species of flora? (c) Introduction of new species of flora into an area, or in a barrierto the normal replenishment of existing species? Yes Maybe . No X (d) Reduction in acreage of any agricultural crop? X Explanation: Development of the proposal may cause a reduction in the number and diversity of species. New species will be introduced for use in landscaping and and gardening. 5. Fauna. Will the proposal result in: Yes Maybe No (a) Changes in the diversity of species, or number of any species of fauna (birds, land animals including reptiles, fish and shellfish, benthic organisms,insects or microfauna)? (b) Reduction of the numbers of any unique, rare, or endangered species of fauna? • X X (d) Deterioration of existing fishor wildlife hagitat ?. X i Most of the s is currently in use as a d airy. The'p'asLure land 1� Explanation: uti1i7ed by a number of species of birds,,rodents, insects and others. The proposal will cause a reduction in the numbers of these species and an increase in the 6. Noise.. ' q Yes Maybe . No (a) Will.the proposal increase existing noise levels? X .. /'_ Explanation: Increased automobile traffic and other human activity associated with 7. Light and Glare. (a) Will the proposal produce new light or glare? Explanation: Only minor sources of light which are associated with the dairy currently exist on the site. New residences will be a source of light from yard Yes .Maybe No Yes'" Maybe:. No i.` Natural Resources. Will the proposal result in: .. iMf (a) Increase in the rate of use of any natural resources ?,. r(b).Depletion of any nonrenewable natural resource? . ',.;. - Fossil :fuels will be utilized as an energy source Burin construction and Explanation: 9J during 'construction and transportation requirements thereafter. ,Wood, sand, gravel 'and Yes ,- Maybe No 10: tRisk of Upset.'. Does the oposal involve a �« release of hazardous substances (including, ",pesticides, chemicals, or radiation) in the upset conditions - Explanation: .' approximately 500 people in the area. risk of an plosta or the • but not limited to, event of an accident or, 11. Will the proposal alter the location; distribution,,density, Yes Maybe` "• or growth rate of the human population of an area? Explanation: The proposal will result in an increase of 13. Transportation /Circulation. Will the proposal result in: r : . 12; Housing. Will the proposal•affect existing housing, or create a demand for = Yes , Maybe., No. • additional housing? o..X Explanation• • (a) Generation of additional vehicular movement? .X (b) Effects on existing parking facilities, or demand for new parking? X (c) Impact upon existing transportation systems? (d) Alterations to present patterns of circulation or movement of people and /or goods? (e) Alterations to waterborne, rail or air traffic? (f) Increase in traffic hazards to motor vehicles,- bicyclists, or pedestrians? Explanation: Refer to. Attachment A 14.. Public Services. Will the proposal have an effect upon, or result in a need for new or altered governmental services in any of the following areas: '.(a) Fire protection? (b) Police protection? X (c) Schools? (d) Parks or other recreational facilities? X (e) Maintenance of public facilities, including reads? X (f) Other governmental services? X Explanation: The proposal will increase population in the area by approximately 500 residents, thereby increasing the demand for public services. 15. Energy. Will the proposal result in: Yes Maybe No (a) Use of substantial amounts of fuel or energy? — (b) Demand upon existing sources of energy, or require the development of new sources of energy? Explanation: The proposal will create 174 single family residences which will create. - an on -going demand upon existing sources of energy. The need for development of new sources of energy will not result from'the proposal. P E'= 146S-o4 ,. ° Yes i ■ — X - X Maybe*" No Yes Maybe Yes - Maybe No'' .' 16. • 18. lb Utilities. Will the proposal result in a need for new systems. or alterations to the following utilities: (a) Power or natural gas? (b) Communication systems? (c) Water? - (d) Sewer or septic tanks? (e) Storm water drainage? (f) Solid waste and disposal? Explanation: Refer to Attachment A. Yes Maybe No 17. Human Health. Will the proposal result in the creation of any health hazards or potentia health hazard (including mental health)? X Explanation: Aesthetics. Will the proposal result in the obstruction of any scenic vista or view open to the public, or will the proposal result in the creation of an aesthetically offensive site open to public view? Explanation: - :19. Recreation: Will the proposal result in an impact upon the quality or quantity of existing recreational opportunities? Explanation: • .20.: Archeological /Historical. Will the proposal result in an alteration of a significant archeological or historical site, structure, object or building? . Explanation: IIL', SIGNATURE . I, the undersigned, swear under the penalty of perjury that the above responses are made ±'.i truthfully and to the best of my knowledge. I also understand that, should there be any will - .' ful misrepresentation or willful lack of full disclosure on .. , pokane County may with- draw any declaration of nonsignificance that it might issu n relian e upon ,this checklist Date: April 24, 1984 Proponent: (Please Print or Type Proponent: Dwight Hume • Phone: 838 -2511 Person :completing form: 'Tim Lawhead =�- 'vised:: "August, 1981 Address: 500 Columbia Phone: 535 -1410 Bldg., Yes Maybe No X X Yes Maybe : No Yes Maybe No Yes Maybe No X Spokane, WA 99204 Date: 4/23/34'' FOR STAFF USE ONLY 'Staff Member s) Reviewing.Checklist: Based on this•staff review of the environmental checklist and other pertinent infohnation, the staff: 'Concludes that there are no potentially significant adverse impacts and recommends /issues ,a proposed declaration of nonsignificance. . Concludes that potentially significant adverse impacts do exist and recommends /issues as final declaration of significance. • C. Concludes that there are no potentially significant adverse impacts and, because of the nature of the proposal, recommends /issues a final declaration of nonsignificance.- 1- I. BACKGROUND 6. The proposal is for a 74.5 acre subdivision to create 174 lots for single family residences. Lot sizes range from 10,300 sq.ft. to 32,000 sq.ft. with a gross density of 2.3 lots per acre. The average lot size is .36 acres. 7. The proposed site is located east of the City of Spokane, in the Spokane Valley, and south of Sprague Avenue. The site is bounded on the north by 24th Avenue, on the south by 32nd Avenue, on the west by Evergreen Road, and on the east by Best Road. The project site is currently in agricultural use as a dairy, with most of the area as pasture. The site is gently rolling and slopes to the south at a two percent gradient. II. ENVIRONMENTAL IMPACTS 1. Earth Some minor topographical changes will be necessary for construction of the single family residences. Disruption, displacement, compaction, and overcovering of soils is unavoidable during construction. Disruption and exposure of the soils during construction will temporarily increase the poten- tial for erosion during construction. Site soils are composed of the Garrison and Springdale series. These soils are gravelly, well - drained, and have a slight potential for erosion. 3. Water The construction of single family residences and roads will require covering of soils with impervious surfaces thereby altering absorption rates and drainage patterns, including the course of flood waters. The proposal will utilize individual septic tanks and drainfields with a dry -line sewer system installed for connection to the Valley sewer system when it becomes available. While the septic tanks and drainfields are in use, it is possible that the effluent from these systems may percolate to the underlying aquifer, thereby causing contamination. There is also a potential for contaminating the aquifer from stormwater run -off. The proposal will require public water. 8. Land Use ATTACHMENT A PE -1469 The proposed site is currently occupied by a dairy and pasture land. Parcels surrounding the site are occupied by single- family residences. A mini -farm exists across 32nd Avenue from the site at the intersection of 32nd and Best Road. Lot sizes in the area are generally of the urban to suburban size category. The single family lots to the north and west of the site range from 10,000 to 15,000 sq.ft., while those to the east and south range from 12,000 sq.ft. to five acres. 13. Transportation /Circulation The proposed project site is presently zoned Agriculture (A). Most other zoning in the area is Single- family Residential or Agricultural Suburban. The proposal will require a zone change to Single- family Resi- dential (R -1). Spokane County's Generalized Comprehensive Plan designates the site location as within the Suburban category. The Suburban category is defined as providing for net densities of between .5 and 2.5 acres. The site is bounded on the north and west by the Urban category. This category provides for densities up to 17 units per acre. Day -Break Estates has a net density. of .36 acres per lot. The design of the proposal allows for a transition from smaller to larger lots from north to south which will be consistent with the existing lot sizes in the area. The addition of 174 housing units and approximately 500 new residents will generate additional vehicular traffic on project roads and roads adja- cent to the site. According to the Institute of Transportation Engineers Trip Generation Report (1982), 174 detached single family housing units will generate 1,740 average weekday, one -way vehicular trips. The impacts of this additional traffic will be most noticeable on 24th Avenue, 32nd Avenue, and on Evergreen Road. The most recent traffic counts available for these roads (1982) are given below. Roadway No. of Traffic Lanes Average Daily Trips 24th Ave. at Evergreen 2 1,820 32nd Ave. at Evergreen 2 6,190 Evergreen at 24th Ave. 2 3,470 Source: Spokane County Engineering Department, 1980 Data. 16. Utilities The project will require the extension of telephones by Pacific North- west Bell and power and water by Vera Power and Water. All of these utilities exist adjacent to the site. The nearest natural gas line to the site extends south along Progress Road to 20th Avenue. The plat is within the Spokane County Priority Sewer Service Area and scheduled for service in 1985. During the interim, septic tanks and drain - fields will provide wastewater treatment. A dry -line sewer system will be installed in preparation for connection to the Valley Sewer Interceptor. PE 1469a84 A Construction of the proposed project will alter the run -off and absorption characteristics of the site. Although the storm water system for the project has not been designed as yet, it will follow the guidelines and meet the requirements of Spokane County's "Guidelines for Storm Water Management ". The new residences will increase the demand for solid waste disposal services. Solid waste collection and disposal services will be provided by the Valley Garbage Service. Solid waste will be disposed of at the Mica Landfill. Early and close coordination by the proponents of the project with the suppliers of utilities will facilitate their equipment planning and.pro- gramming. PE 14R9-34 OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON TO: Tom Mosher, FROM: Spokane County Engineer / , SUBJ: Evergreen Point PE 146 Change in design June '29, 1989 • Attached is a copy of a change in roadway design for a portion of the approved Preliminary plat of Evergreen Point. The sponsor proposed the elimination of a through street and replacing it with a cul de sac. We have reviewed the proposal and concur with the change. if you have any questions please contact Bob McCann or Gary Nelson at 456-3600. MILANO CfFHC ©8 EE K1N CO., U C. Sincerely, South 25 Altamont Street September 6, 1990 Spokane County Planning N. 721 Jefferson Spokane, WA 99260 ATTN: Paul Jensen RE: Evergreen Point Dear Paul: ichard L. Mason President RLM:lld cc: Gary Nelson Enc. INLAND PA ENGINEERING CO. Spokane, Washington 99202 vzi \P P:\ sr\r (/0 Engineering • Planning • Surveying • Environmental Analysis (509) 535 -1410 RECEIVED SEP 0 7 1990 SPOKANE COUNTY ENGINEER Please find attached a proposed preliminary plat map, a portion of which we intend to process through the Planning Department as the revised preliminary plat of Evergreen Point. The section outlined in red is the proposed Evergreen Point 6th Addition and represents a minor change from the original approval, and is an area we would like to finalize under the original conditions of approval. For your information, we have used colored markers to indicate the required density transition from the original conditions of approval; and, we are attaching a memo from the County Engineers Office approving a similar lot and street configuration as that proposed for 6th Addition. Based on this information we respectfully request that we be allowed to Final Plat the section of lots outlined in red under the authority of the existing conditions. • 5/ m m 000's/ o[ / S (raw ,.5e 7 m77=Ys 01 oo,,•.,/ 5 uta' Z 00 22022/ / x 0 0 8 7 5 7 29/14 •s` wls, mwo'9, 9 0 . 21 21 m 000'9/ 4ti 171 11) 0.9 I 9 91 /2021/X72/ 067202 7/31 v (V :V/ m5r9.9/ $o792,/ m a/ b o"9' /7 9 fin, ,o / 'S/024003/ 0 ni / 7 S /C // 3/ s m sci c oon-9f 81 61 50/ ,ot/ ° t / ,51/ moo9'6/ moor's, SZ 4Z ,q 4 ni 02 3 / 92 with 511 92 '05't/ 112 m 099.9/ 21 7/OEC710C3/ f0 /Y/ 3/ 00',0&18 /77017 _ORu of g vym deco • '7E. '5207 I /007/ "f 5202 b' / 3/ 0 i 9 :/7 4C.7 nr Wl ab'O ,0 / m .4'6/ 8 7177 orr m 000'or 6 , 1, n m o-a4' 0 ooa 6 L 0 III" 9 00 /0'. 9,17001 m \ fr,& IJ mots[) 17 y 1 70'970'9E027:0 E0Z 702 '^, Z0'S /OZ N/M HON 7 /sroe(M / �7 6 /02/0 g/ /s(V?CM)/, 7! _ 0001Y/ 2/ _Z/ /V a ag.7'Ji 72.7'02./00_// 7E /7012 n/ 7/ M I 00/0 0 1S38.8 J700,5 0L 3/ Yj, - 72L /OZ /V/ 0/ uolro31Paa M /a� K ca Y oa 1 mao /s L m }97'/ 0t/ msr:e, m / -' e9 01071703 es niPi 008 e 0VOt m9oo 6, 87 cps C ADDENDUM EVERGREEN POINT (Formerly Daybreak Estates) STORM DRAINAGE ANALYSIS 11/18/86 Check possibility of overflowing retention ponds #3, #5, #7, and #15. The pond with the most obvious possibility of overflow is pond #15 constructed on a street with a grade of 0.0317. The level in the pond will reach equilibrium when the flow entering the pond from the upper curb drop equals the flow leaving the pond from the lower curb drop. From previous calcu- lations the depth of flow in the gutter as a result of the 10 -year storm event is 0.095 feet. Approximately 0.26 cfs is able to enter the upper curb drop, leaving 0.21 cfs in the gutter at the lower curb drop with a corresponding depth of flow of approximately 0.07 feet. Therefore, for 0.26 cfs to be able to leave the pond, the depth in the pond must rise to 0.095 feet above the gutterline flow at the lower curb drop or a total of 0.165 feet above the normal gutterline elevation of the lower curb drop. The gutterline elevation at the center of the lower curb drop (Sta 1 +39) is 2017.72. At inflow /outflow equilibrium, the water surface elevation in the pond will be 2017.88. The lowest top -of -dike elevation occurs at Sta. 1 +44 and is at elevation 2018.06 leaving a freeboard of 0.18 feet. Ponds #3 and #5 will have a similar analysis as pond #15 but will have slightly more freeboard at the equilibrium condition. Pond #7 has a depth of flow at the gutterline of 0.16 feet at a flow rate of 0.88 cfs. Approximately 0.44 cfs will enter the upper curb drop leaving a depth of flow at the lower curb drop of 0.12 feet. Therefore, for 0.44 cfs to be able to leave the pond, the depth in the pond must rise to 0.28 feet above the gutterline grade at the lower curb drop at Sta. 9 +84, which is equivalent to elevation 2025.51. The lowest top -of -dike elevation is 2025.69 leaving a freeboard of 0.18 feet. CONCLUSION: 0.18 feet of/freeboard is marginal. Therefore make minimum top -of -dike elevation 0.20 feet above top of curb. SPO CCUNTY CC P1 'OUSC J, . Gentlemen: RE: Eerie 6-`1 LE lo )47 Sroxaa ,W%s nix Gx fly Nr 99260 A review of the road, drainage, and parking plans for the above— refer— enced plat, short plat, binding site plan, and /or building permit has been accomplished. Areas of concern to us are indicated in red on the attached prints. Please make the corrections and resubmit them to this office in order that the review process may proceed. When the plans are resubmitted, mark all changes on the revised print in color. GSN /set Attachment 5/30/4 If you have any questions about this review, please contact us at 456 -3600. Thank you. Sincerely, OFFICE OF COUNTY ENGINEER ROBERT S. TURNER COUNTY ENGINEER 'all, ' Robert S. Turner, P.E. Spokane County Engineer Gary S. `telson, P.E. Planning Engineer Public Works Building North 811 Jefferson Street Spokane, Washington 99260 (509) 456 -3600 TO: 512/6 O F F I C E O F C O U N T Y E N G I N E E R Spokane County, Washington Date: Jo -0 A , 19 FROM: SUBJECT: Standard Drainage Language for the Dedication on 31/,E/'&ifE .E/1/ PO //✓✓ 1. The owners of Lots , , 6 , of Block and Lots , , & of Block shall be held responsible for keeping open and maintaining the path of the natural or manmade drainage flow over and across the property. The property owner or his representative shall inform each suceeding purchaser of all drainage easements on the property and his responsibility for maintaining drainage facilities within said easements. 3. Spokane County does not accept the responsibility of maintaining the drainage course on private lots within drainage easements or floodplain areas not the responsibility for any drainage, whatsoever, including but not limited to inverse condemnation to any properties due to deficient construction and /or maintenance of drainage courses in drainage easements on private property. 4. The lowest floor, including basement floor, for any structure shall be constructed according to the requirements of the Spokane County Flood Zone Ordinance in effect at the time a building permit is issued. 5. An approved lot grading plan exists for Lots , _ , , & Block _ and Lots _ , Block _ Grading must conform to said plan on file in the County Engineer's Office. 6. Spokane County shall not be responsible to maintain ingress or egress across the flood plain area. 7. The owner(s) or successor(s) in interest agree to join in any County approved Storm - water Management Program and to pay such rates and charges as may be fixed through public hearings for service or benefit obtained by the planning, design, con- structing, maintaining, or operation of stormwater control facilities. Drainage easements, as platted and shown hereon, which are for the purpose of installing, operating and maintaining drainage swales and drainage facilities to dispose of runoff, are hereby granted. The County of Spokane is hereby granted the right of ingress and egress to all drainage easements adjacent to the public right - of -way. The property owner shall maintain the drainage swale with a permanent live cover of lawn tur which do not obstruct the flow and percolation of storm drainage water in the drainage swale as indicated by the approved plans. 9. A statement must appear in the dedicatory language of the plat that individual driveway access permits be required prior to issuance of a building permit for driveway approaches to the County road system. This approach shall be constructed in accordance with the approved plan on file in the County Engineer's Office. EVERGREEN POINT (Formerly Daybreak Estates) The site is divided into six small drainage basins identified "A" thru "F" and as shown on the attached map. For simplification, we can say that the time of concentration for any one of the basins is less than five minutes. This assumption is conservative and results in calculated flows slightly higher than if actual concentration times were calculated and used. The average density for the proposed project is 2.7 dwelling units per acre; therefore, in accordance with page 6 -2 of the Guidelines, , a runoff coefficient of 0.25 can be used. ✓ v ) p,U V�7r1 tv� G'm.f z-5 - The Bowstring Method Detention Basin Design Tabulation for . all six basins is attached and indicates the size of drywell required to service each basin. The '208' pond voisume =prow : ded= and —i=he basic dimensions for each retention area is shown on the street plans. Check adequacy of curb drops on continuous grades: For Area #3 S o i d Q = (0.25)(3.18)(0.65) = 0.52 cfs S = 0.026 n = 0.02 Z = 50 Q = 0.52 Z/n = 2500 From Figure 18; d = 0.10' Use curb drop depression of 2.", from Figure 16 Qa = 0.067 Use two four foot curb drops L a Si 0 17 1 For Area #5 _h S /'LA217\i V-- L - 1 1 ) c- Q = (0.25)(3.18)(0.53) = 0.42 S = 0.026 Z/n = 2500 STORM DRAINAGE ANALYSIS From Figure 18; d = 0.095' Use curb drop depression of 2 ", from Figure 16 Q a = 0.065 Use two four foot curb drops L a Cfit r� c,,, A(' For Area #6 o WV Q = ( :25)(3.18)(0.67) = 0.53 cfs From Figure 18; d = 0.12 feet Using curb drop depression of 2 ", Use two four foot curb drops S = 0.010 Z/n = 2500 For Area #8 For Areas #7 and #8 r= Each area must accommodate one -half of the total for the two areas. Q = CIA = (0.25)(3.18)(2.21) = 1.76 cfs each curb drop must accommodate .88 cfs For Area ;17 S = 0.008 n = 0.02 Z = 50 Q = .88 Z/n = 2500 From Figure 18; d = 0.16 feet Use curb drop depression of 2:, from Figure Use two four foot long curb drops for Area #7 S = 0.020 n = 0.02 • Z = 50 Q = .88 Z/n = 2500 From Figure 18; d = 0.13 feet Using curb drop depression of 2 ", from Figure 16 .'. Use three four foot long curb drops for Area #8 from Figure 16 Qa = 0.077 a Qa l a = 0.11 cfs <It a Qa L a 0.083 For Area #11 Q = (0.25)(3.18)(0.48) = 0.38 S = 0.015 Z/n = 2500 From Figure 18; d = 0.095' Q Use curb drop depression of 2 ", from Figure 16 L a = 0.065 . '. Use two four foot curb drops a For Area #15 Q = (.25)(3.18)(0.60) = 0.47 cfs S = 0.032 Z/n = 2500 From Figure 18; d = 0.095' Q Using curb drop depression of 2 ", from Figure 16 L a = 0.055 . '. Use two four foot curb drops Check capacity of four foot curb drops in low points (Areas k1, #4, #9, #10, #12, #13 and #14 From Figure 17; h = 0.5 L = 4.0 H = 0.5 Q = 3.087 LH /2 = (3.087)(4)(0.35) = 4.36 cfs 4.36 cfs is greater than the peak Q for any area. Therefore one four foot curb drop is adequate for all curb drops located in low area. H+ S For Area r16 orl h = 0.33 ,p0LY n� (0,1 L = 4.0(� —�a— SNb p lf°h15 H = 0.33 . '. Q = (3.087)(4)(0.33 /2 ) = 2....34 Max Q = 1.46 cfs ".�. Garb tAlej U, /C. Time Increment ( in Time of Concentration (min) Outflow (c.f.s.) D_sign year f -) Area (acres) 2. S Area x "C" Vin Vin 306/6 rea Designation EVERGREEN POINT BASIN ^ A " Corresponding / t � o � '208 Areas BOWSTRING METHOD l r) -f ) -1- ID DETENTIpN BASIN DESIGN Pv , b KJC.c.7C 2 LCD Developed - C - factor 0.25 '208' AREA TABULATION Impervious Area Use QUUluc ") . ar 1.34 * Q dev * t for t < Tc 3 q bou Q dev * t + .34 * Q dev * Tc for t > Tc pa U I Req,d '208' Storage ✓.3Z7 - 3 5/2 3 + 7 4Z 17 S 6/7 .-fz zxz //3 `c3 42-0 - li t- Tf 3 #1 Time Inc. (min.) 02 t Time Inc. (sec.) (I/1 * 60) 03 Intensity (in. /hr.) U4. Q dev. (c.f.s.) (A *C *03) #5 V in (cu. ft.) (see below) 06 V out (cu. ft.) (outflow*1 07 Storage (cu. ft.) (('5 -I%6) 5 3 00 I i. 18 /•`17 1 7tS 300 1 19< 10 600 2.24 p ' 15 900 1.77 .20 1200 1.45 Q,90 1)/7/ / 200 — 0 — 25 1500 1.21 30 1800 1.04 35 2100 .91 . u 3 40 2400 .82 45 2700 .74 50 3000 .68 55 3300 .64 60 3600 .61 65 3900 .60 70 4200 .58 1 75 4500 .56 80 4800 .53 I 1 CSC 4 85 5100 .52 90 5400 .50 1 95 5700 .49 1 100 6000 .48 Time Increment ( in Time of Concentration (min) Outflow (c.f.s.) D_sign year f -) Area (acres) 2. S Area x "C" Vin Vin 306/6 rea Designation EVERGREEN POINT BASIN ^ A " Corresponding / t � o � '208 Areas BOWSTRING METHOD l r) -f ) -1- ID DETENTIpN BASIN DESIGN Pv , b KJC.c.7C 2 LCD Developed - C - factor 0.25 '208' AREA TABULATION Impervious Area Use QUUluc ") . ar 1.34 * Q dev * t for t < Tc 3 q bou Q dev * t + .34 * Q dev * Tc for t > Tc pa U I Req,d '208' Storage ✓.3Z7 - 3 5/2 3 + 7 4Z 17 S 6/7 .-fz zxz //3 `c3 42-0 - li t- Tf 3 !11 Time Inc. (min.) 1/2 t Time Inc. (sec.) (1/1 * 60) #3 Intensity (in. /hr.) //4 Q dev. (c.f.s.) (A *C *U3) il5 V in (cu. ft.) (see below) S6 V out (cu. ft.) (outflow*#2) G7 Storage (cu. ft.) (#5 —#6) 5 1 300 3.18 an: I 37(0 Soo 90 f 9A 90 10 600 I 2.24 ()..‘9 1 1 -oo /Jo 0 307 1 1 15 900 I 1.77 0, S5 550 `/60 2701 o ZSo 20 1200 1.45 0.4G , 5 55" /too 3coo 125 1 25 1500 1 1.21 0.3y, ion /Soo ISO /5/ 73 30 1800 1.04 0 Co /Z /ffo0 590 35 2100 .91 n. 2-/`3 (o Z/ 2/00 b301 0 0 40 2400 .82 45 2700 .74 50 3000 .68 55 3300 .64 1 60 3600 .61 1 65 3900 .60 1 1 1 70 4200 .58 1 75 4500 .56 1 80 4800 .53 I 1 85 5100 .52 I 1 90 5400 .50 I 1 95 5700 .49 II 1 100 6000 .48 1 A Area (acres) 1.24 Developed "C" factor 0.25 Area x "C" 0, 3/ 306/6 Area Designation 77-; Vin = 1.34 * Q dev * t for t < Tc Vin = Q dev * t + .34 * Q dev * Tc for t > Tc EVERGREEN POINT BASIN ,\ N (� Corresponding (1.0) to '208 ,q BOWSTRING NETHOD ( ) t L` DETENTION BASIN DESIGN Time Increment (min) .5 Time of Concentration (min) L5 Outflow (c.f.s.) AO J 0-30 Design year flow (yr.) LO c/se 5 . e hare.// '208' AREA TABULATION Impervious Area Req'd '208' Stora 2.? // '7� trl (. L 3Z7 -7713 01 Time Inc. (min.) 112 t Time Inc. (sec.) (#1 * 60) 113 Intensity (in. /hr.) 04 Q dev. (c.f.s.) (A *C *1 115 V in (cu. ft.) (see below) 116 V out (cu. ft.) (outfloca* /'2) 117 Storage (cu. ft.) (l'5 -116) 5 3uu s.18 2, y3 //77 ,30l) f377 10 600 2.24 15 900 1.77 /.703 / / 6Z 1 900 732_ 20 1200 1.45 25 1500 1.21 /,// // 7c1 3 I /5 zs3 30 1800 1.04 0,9( 4 5 z 1 /00O 'ZO 35 2100 .91 D /, 0 '/3 1 2/o0 Time Increment (min) Time of Concentration (min) Outflow (c.f.s.) Design year flow (yr.) Area (acres) 3, ,9 Area x "C" Q,qZ 40 45 50 55 60 65 70 75' 80 85 90 95 100 2400 2700 3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000 .82 .74 .68 . 64 .61 . 60 .58 .56 . 53 .52 .50 .49 .48 Corresponding to '208 Areas BOWSTRING METHOD - . DETENTION BASIN DESIGN / +) /0 .5 L5 Developed "C" factor 0.25 Vin 1.34 * Q dev * t for t < Tc Vin Q dev * t + .34 * Q dev * Tc for t > Tc 306/6 '208' AREA TABULATION Area Designation Impervious Area (7 ) 9,15D 4Z a /o, 3,9z - Ff �� / 9, 70 7 > Z 02) S -fl EVERGREEN POINT BASIN 1k G " Glee Lblr/ we.4 j ab 8 = y(�� oktK • 5 -7o i1 t3s 1 12 Req'd '208' Storage • 3R1 4+3 4 Z4c 5742/ . 37 3 1i1 Time Inc. (min.) 1/2 t Time Inc. (sec.) (111 * 60) t'3 Intensity (in. /hr.) #4 Q dev. (c.f.s.) (A *C *1 /15 V in (cu. ft.) (see below) #6 V out (cu. ft.) (outflow*1 /2) 1!7 Storage (cu. ft.) (1`5 -1/6) 5 300 1 3. 18 (9 , Cn 3 ZSS" 90 /'c.5" 10 600 2.24 0, 4 5 3 /3 /B0 /.35" 15 900 1.77 0/35 355 270 `.3i J 20 1200 1.45 0,29 376 3re0 /6 25 1500 1.21 0, 24 . 07 930 0 30 1800 1.04 35 2100 .91 40 2400 .82 45 2700 .74 50 3000 .68 55 3300 .64 60 3600 .61 I 65 3900 .60 1 70 4200 .58 I 75 4500 .56 j 80 4800 .53 85 J 5100 .52 1 90 5400 .50 95 5700 .49 I I 100 6000 .48 Time Increment (min) Time of Concentration (min) Outflow (c.f.s.) Design year flow (yr.) Area (acres) 0437. Area x "C" 0.10 306/6 Area Designation BOWSTRING METHOD DETENTION BASIN DESIGN .5 Developed 'C" factor 0.25 Vin = 1.34 * Q dev * t for t < Tc Vin = Q dev * t + .34 * Q dev * Tc for t > Tc '208' AREA TABULATION Impervious Area 6520 -�-{ EVERGREEN POINT BASIN ' 7) Corresponding to '2?a.,Areas Use s/h .6a.AA GD Req'd '208' Storage �c5 rf U1 Time Inc. (min.) 1'2 t Time Inc. (sec.) (1)1 * 60) t3 Intensity: (in. /hr.) 114 Q dev. (c.f.s.) (A *C *03) #5 V in (cu. ft.) (see below) #6 V out (cu. ft.) (outflow*12) 07 Storage (cu. ft.) (15 -116) 5 300 1 3.18 ( /J 1 /4/6.3 1 . '00 1 / /R 10 600 2.24 15 900 1.77 Z,OS 2,o5 900 / /S7 20 I200 1.45 25 1500 1.21 /CO 2 / 500 I 795 30 1800 1.04 .i . 2.46 35 2100 .91 /• 2 1 /00 I Z2-6- 40 2400 .82 0193 Z 379 Z9oo j -0 - 45 2700 .74 Corresponding to � ' � 208 Areas BOWSTRING METHOD 62 )'1631.1 -i2 DETENTION BASIN DESIGN A . / Time Increment (min) .5 Use LLub'e "an �/ �2C/ Time of Concentration (min) L5 Outflow (c.f.s.) , //0 Design year flow (yr.) /n Area (acres) 7.00 Developed "C" factor 0.25 Area x "C" /JO 50 55 60 65 70 75 80 85 90 95 100 306/6 Area Designation 3000 3300 3600 3900 4200 4500 4300 5100 5400 5700 6000 .68 . 64 .61 .60 .58 . 56 . 53 . 52 .50 .49 .48 EVERGREEN POINT BASIN Vin = 1.34 * Q dev * t for t < Tc Vin = Q dev * t + .34 * Q dev * Tc for t > Tc '208' AREA TABULATION Impervious Area Re 'd '208' Storage /// c 2 7 - ger2 fir' 3 9, 37. -47 3 ") g 090 - 7. l7 ` 9s7- Jlta�/iO t )3 = ahG qo7 111 Time Inc. (min.) #2 t Time Inca (sec.) (1 /1 * 60) 113 Intensity (in. /hr.) 04 Q dev. (c.f.s.) (A *C *03) 115 V in (cu. ft.) (see below) 116 V out (cu. ft.) (outflow*#2) 117 Storage (cu. ft.) (1/5 -116) 5 300 i.18 /.5«j I &oO 90 1 -5 10 600 2.24 1 1 1 900 J 1.77 D. °z3 J X33 J 270 5�3 1 20 1200 1.45 25 1500 1.21 0.57 '// LSD fr(o / 30 1800 1.04 35 2100 .91 0. 93 91€ 2. (403D 3/Z 40 2400 .82 45 2700 J .74 0. 35 9 7S 0/ 0 / 1o6 50 3000 1 .68 Time Increment (min) .5 use s 44 And OIL"' Time of Concentration (min) L5 Outflow (c.f.s.).. p, 3 Design year flow (yr.) Area (acres) /_t5(c Area x "C" O. 5 55 60 65 70 75 80 85 90 95 100 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000 .64 .61 .60 .58 . 56 .53 .52 .50 .49 Corresponding to '208 as BOWSTRING METHOD DETENTION BASIN DESIGN LCD Developed "C" factor 0.25 0,30 1 /02., 0. zg /z 9 . 48 Vin = 1.34 * Q dev * t for t < Tc Vin = dev * t +.34 * Q dev * Tc for t > Tc 306/6 '208' AREA TABULATION Area Designation Impervious Area EVERGREEN POINT BASIN F g J 99 / /70 Req'd '208' Storage ^ / J Pavement and Roofs Earth Shoulders Drives and Walks Gravel Pavement City Business Areas Lawns, Sandy Soil Lawn, Heavy Soil Grass Shoulders Side Slopes, Earth Side Slopes, Turf Median Areas, Turf Cultivated Land, Clay and Loam Cultivated Land, Sand and Gravel Industrial Areas, Light Industrial Areas, Heavy Parks and Cemetaries Playgrounds Woodland and Forests Meadows and Pasture Land .Daze. 4/4/84 t TABLE 1 RUNOFF COEFFICIENTS FOR STORM SEWERS ROLLING HILLY FLAT 2% - 10% OVER 10% *SINGLE FAMILY RESIDENTIAL (Dwelling Unit /Gross Acre) '�)QG (Sandy and Gravelly Soil) 0 -1.0 DU /G4 it' 6_2 O 90 0.90 0.90 0 50 0.50 0.50 O 75 0.80 0.85 0 50 0.55 . 0.60 0 80 0.85 0.85 O 10 0.15 0.20 O 17 0.22 0.35 O 25 0.25 0.25 0 60 0.60 0.60 0 30 0.30 0.30 O 25 0.30 0.30 O 50 '" 0.55 0.60 0 25 0.30 0.35 0 50 0.70 0.80 0.60 0.80 0.90 0 10 0.15 0.25 O 20 0.25 0.30. O 10 0.15 0.20 O 25 0.30 0.35 0:15 1.0 -1.5 DU /GA 0.20 5-371 DU /GA 0.25 3.0 -3.5 DU /GA 0.30 3.5 -4.0 DU /GA 0.35 4.0 -6.0 DU /GA 0.40 6.0 -9.0 DU /G4 . . . . 0.60 9.0-15.0 DU /GA 0.70 * Assumes flat lot plus one -half width of abutting street. Other configur- ations should be checked by combining individual runoff factors for each various surface. ,MOMMMC COUNT, COURT MOMCC County Engineer; Utilities; Health District; TD: Building & Safety; Assessor FROM: John PFr&ersnn. Planner SUBJECT: Review of Final Plat Enclosed please find ccpies of the above refereroed final plat. Please review and forward any comments at your earliest convenience. Thank you. JP:dj ° INTEROFFICE MEMO OFFICE OF THE Sl»' Gonna tOba "1 r PLM1ING HARTIffir DATE February 19 PE- 1469 -74, EVERGREEN POINT ,1986 IC DUM (CHECK ONE BOX) ■ • , • • • • :•■•-• 1 100 90 80 70 60 c- 5- 50 ) 40 CC r is G. e•s• • 510" -- 7;r1.4.V 10000 9000 8000 7000 6000 5000 . 4000 - 3000 2000 1000 900 . 800 i 700 .7. 600. o l'SJ 500 :- - 0 400 • 00 200 30 20 4- • - (t) - NOMOGRAPH FOR FLOW rem J f., t t? IN TRIANGULAR CHANNELS 36 c le z •-;; e, S 11 IS aft 444444 C01010000T ••••••• F040•04.• •••••••latt Ito •flettlal. 0111 •-^" 40 7700 Of 1 it .111C11040C M. Of Cell SI.01ht 0totagoa itt, • niocteonos urn: son At sounwo EXAMPLE isat•oommo mato 11A. = leo .01••• • • 0.00 - • . 5,0 , , .. • . .•• • • • ••-] Len • it04) • 1s. - AO 0 - so Li. 4 • t • 11.........._ .. _L -...---- ,... ■ ■ .5 ir 7 - - ----.----.. z :3 z 3 _ 2. :-- . 1 cermet I/O ft•ttO •1714 non cm ••0 C0101110t 0000oallill (01 •1111 Of ef• (41 701 04 700 Li MIS (MIT iart•ittt af Twilmoli Limit ION 1044444 104.0 104. . - 2.100 ..... OS Of Snail II Co•••III. 011 twOwlo *It ••••••••• woos • .1. T r na( .Th vsle Na Of Coat 1 (f) ounnan o. es i : • , offs.. 010 um mi. •F00Y.'.. (.7,011 1t071011 • . 10110 004140001000 70 et 471„ 0 1107100 • (OA ..... • 0 017110*011 Oftata••• to COloioni f I. 1E0900 t. Pas.ilo 04704 (7104 1. to Wolf SI500000I 00 r•-•-•• ft(7100 • • 1,141 4 001001 Cl f 00 nowt 00190 1, 400 irft•• 41'. ma 0, • 0„ • 0„ • . " r •••••(A). INSTRUCTIONS E.0? Ld - .03 • • 6-42 .008 .007 0 7.006 . 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Private :Road • SPOKANE COUNTY, ENGINEER'S OFFICE _Typical Cross Section DetermLnation FOR OFFICE USE ONLY • "FUNCTIONAL CLASS ` These are griidelinf IratF lc 'indexe.s Tr.'!" fir necessary to enIculate . Ind i . data s� —TRAFFIC INDEX * *. ROAD NAME EV EQ E4 1 _ Zi , - 3 a `f ff L *. • 9 - k- Dra inage —_Pere lation greater than. 72 r.. -y Remarks* ,€/ ,142&3 %l>'I „/.li Drilling request :Sec. Twp. R. (See attached se.c t ion map) R VALUES LOCATION Ve sx_No Est /de/14M _ t. • ,, O 25' 1 25':0 O 10 j N00 °•:3• 00•E "_103.00(R) . ._,� `.00 - C i 0 D (D 2 W . 3 . 0° 005 4 � �o� lit 7 _ 1 /I. • r 0 M125 025 M co Z of - i s ` ti a�, \ I t ROAD 5 '?.'S 95:09 95.00 i j 85.00 _ %-. , 31 1 ,ems I 0 0 2 0 3 0 10 4 Q �\� - 1 °1 .00 • 303.00 "1 o r(1 N S • L ; r 95.00 F0 FT 1 A 1 I it I 1 \ / 1 IYI .. i 1.1- /� 1n 1 I V - x 7 L II 54. 85 BOLIVAR I 196.30 3#i�' 16 0 i n 01 � Oi s ° '- /5.376 50 FT. ` I� o 5 ,,° 1 O. I N00 °43' 00' ^0> 0 7 125.00 :.;/6 ?5 50 F; 9 i 1 2 C5 m' 2 o z; F1 0 1 0 / 0 / F m N00°43' 00"E i pI O rc N' : fr __.00 85.00 . 8 108.00 54.85 /2,572 50 rr BASIS OF BEARINGS N00 °43' 00 "E 2660.09 - N00 °43'00 "E 1212.00- 3 0 0 N /6,358 50FT cD BLOCK N00 °43'00 "E 103.00(R) U o- 0 0 O r ° O m-' 2 306.00 54.85 TWO N00°43' 00" E 103.00(R) 9 /2.572 50 FT 108.00 N00 °43' 00 "E 909.50 85.00 Cry 1 1 °--1 1 ♦JL 1 , I 1-1 I 8 I I 6 I I I 3 3 3 0 0 0 5 O 65 ° F.-23 m /0.625 50 FT N LOP/06 2 SOF N ° N c N ._ 0 S 0 ^ 01 BLOCK 22 FIVE z 95.00 95.00 500 °43' 00 "W 196.30 ° 11 0 o�� 10 gym co o- 12 /6,358 50 FT. 85.00 N t0 N F O\ N C5 % '0 CO o - °. Im r? 25'- o25 M • m M J2 Z Co 85.00 3 0 7 0 0 0 111/062550FTN N/062550FTN N c N 01 01 <0 Z z 85.00 85.00 1004.50 MC) ∎ P 1 \/ 1 , _ '( J 1- 3 O 909.50 is v EVERGREEN ROAD 54.85 0 3 O0 m 0 0o- N /6.358 50 FT -01 0 z N00 °43' 00" 103. 00(R) 0 2,57250 FT �Oo 01 0 Z 85.00 85.00 3 3 o 8 o V 13 ° 108.00 A r \r\ITI( \n 1 /--k a, Lit 1 Ivl\I 0 0 0 O 300.50 o g 0 o ° In /0,625 SO FT N 95.00 \ / F= 0 A V `I \/1 0 0 2 92.50 16 0 25 /1,444 50 FT °. N00 ° 43' 00" 122.50 15 0 /1,025 SO./7 N00 °43' 00" E 122.50 14 /0.939 SO FT 102.50 10 0 0 01 0 0 0 N 10 69:75 c, - 0 0 m O1 o 25' 25 O 10 0 mil ' FT N M 89.75 3 O 0 F- 7 m 25' 92.50 • LIJ 0 I I cr 1 44450 FTI g 0 Ol N00 °43' 00 "E 122.50 0 °I ° m W 122.50 o w o 6I 3 N /0,939 50 FT = t coC2 102.50 N 2 v o w N //,02550 FT 0 m N00 °43' 00 "E LOT 4, BLOCK 3 133.75 N f I: WIDE ,TRIP N00 °43' 00" EN� 1 6 0 - =^ I O .5)).1c9, %F 75.00 r. al 0 0 o BLOCK FOUR 95.00 1 - LOT 2, BLOCK 4 I WIDE STRIP Y 147.50 __ v 0 O n 0 0 0 01 5 89 "E 0 1000 :��,_ 1234.09 ° 01 OJ N TFOB \ - 14' OF ADDITIONAL R/' FOR EVERGREEN RCA M • STABILOMETER R VALU 0 10 20 30 40 50 .0 70 80 90 •= 3 .O .Y:AYli 1 ■11 � 1 ..... .. .� . 1111111111•• ■ . ■ ■II ■ %I ■ ■I /7A■ x .9 1•lai ' i • , .=i.. • 1 111 m 11101110001111111•11M111 .... • :i1... 1 :••� •• = •1■■■■n ■■■■ .. ■ •■■ %n■ ==rim■ 2'8' 111 m t ■■ 0.35' ACP + 0.65' CTB, iia rn erfliaii 2.7 AYa a\1Q \1 ■elis ■• C = ll� ■ ■ ■■ OR 0.75' ACP + 0.45' ACB ■w1 ' / /. /i ■ ■ ■ 11111■11111111111 1111111 2.6 11311\ 11•• . aal IMIll •• ••1� • �� ■ ■ ■. ■ ■ ■■ ■�� s . ■ ■■ ow mum x 2.40 . S A \ \ ► \A � \1 I � ::: C :: •08�OR 0.35' ACP + 0.35' ACB =ry a •wAa••••• 1 el • ' t •1 Y i 2.3 `� • Y A 11 ■, 10000 %r/Ii ■■r /I/ I/ ES ■ 2.2 • 111 OP Mt _ 0.25' ACP t 0.50' CIS, ion 2 , esmeme OR 0.25' ACP +0.35' ACB .i r Q!= 1110111111161111111 MI 2 i I 1.9 v , • YS • ■■ r/ I I ■ • r/ % ! i� 0.25' in1191119•111. FA IIITAFAM 117a11111 II ■%%■I%I/.1 0.x0' ACP ■ ■ ■■ 1.7 ■ u ■ n■ ■ on Iva A aa n a 1111 • I. - ' == 0.15' ACP 0 11 A 1.6 1.5 1.4 1.3 1.2 1.1 1.0 0.9 0.8 0.6 0.5 0.4 0.3 0.2 0.1 • 13111 111•111111 •all • . as ■■�It1i•a \131p aM1 •11111111111•1111a0111.2111111110 nst %POW OW••a QoaiailliolleaaQQaOQQ1. • 1 n■n %■■tarn 1\aaeuatrl a• . • . , . %101■■I/.tr 111 nu ¶ulflflh'pflfl%flu, /1• QQ ■ ■%r/I/1e r /,ISMIIII ■■ .i0001■■ 0 100ns:■■■Ilf�r /■%7n■rLra'....I: 1a\RY1aa\aaaal aa. ■ ■1• • ■■■■■■■ ■I/II ■11/LI /i% ■ u.1nQ1nn011 ■ ■ ■ ■II ■ % %■1rr /.n■11 1aa\1 1010/1631%1111 I ■■ ■ ■ %I/n ■ ■ELIN % ■I• ■ ■■ WIER KIM ■10e • 1�1Q1• uq ■■r /ao % ■■1/ 11i11P. ■ ■■r/ . / /,97 ■ ■ ■11 10•W•18110 . 1 :iii' rd. i6GGFlaG :Giili=WGaGi:IGG:i.::131■■ ■1. �e • 1S 1111011”111111111.1/2111M•1111111 roo�iii • !Y11Qd10 MRS r/n ■1• ■■ ■■ 1 0Impainaamosi10ai11S•••O tifr / t ti •\Ia •. • l u 1 11. .. .• r /.%/la■ ■1 ■■I• =•.•1 • tl•a Y1 Mel 1Y . ■I/.r/1 %11 ■■1■■ � ■I• r Qi( � [ a � .. 11RYa1Y0101a••1% % ■11W ■1a■■111 ■■ ■I• / ■ ■ 1R1.7C � ■la■ ■la■■ 1. 1 ' A I��I /.Hi ga11 a1e1ra ■aa1Qa01A■ % ■1rr/r%/■■11■ ■11■ ■•1■ O•••AITOKS0h 111110I.I/ / % ■ ■ta■ ■1111■ ■IQ a\al""°°Qa1A1 ■a. 172 ■ ■11.% ■ ■■11■■■ 131■• a• aQ1aa11111Qa1A01rr/,M•■■■u■■■■■ l• Kilt 1R\aa■1a1aa l/.%1 11 ■■ ■ ■ ■ IN a 1111aa0Aa1Q1aIA %I la■ ■ ■. •■I■ KM V/4 11 ■ ■1MISIMI 1 11aY %. 11■ •111■ ■■1• a1a 11■■11■ ■.111■■ . ••• : la■■Ia■■ ■111■ • real 1 0 STRUCTURAL DESIGN CHART FOR FLEXIBLE PAVEMENTS ■/a . •, c R va Figure 326 -2a 326 -5 05 EXAMPLE: Divan an 1 value of 25 and a traffic ind•• of 6.0, hiclrn•r requir•m•ntr ton bo determined as follows: An equivalent grovel depth of 1.65' ( round to 1.7 ) at point A. B C 1. 5 2.0 MODIFIED SURFACING DEPTH (FEET) A modified surfacing depth o11.05 Ieat at point 1 for a pay.mont of 0.35foot ACP + 0.50 loot CTB, or 0.35 loot ACP ♦ 0.35 loot ACB. A modili•d surfacing depth of 1.43 foot ( round to 1.45) for pavement of 0.35 fool ACP. 2.5 3.0 SEPTEMBER 1977 PROFILE 0+00 PI L= 0.000 L/H Pt.= 0.000 @ 0 -Grade=-2.180% 0+00 21.630 0+50 20.540 1+00 , 19.450 1+00 PI L= 0.000 L/H Pt.= 0.000 T 0 Grade=-3,167% 1+00 19"450 1+50 17.867 17.867 2+00 16.531 16.283 2+50 15.691 14.700 2+50 PI L= 200^000 L/H Pt.= 15.338 @ 3+09"697 Grade= .799% 2+50 . 15.691 14.700 3+00 15^347 15.100 3+50 15.499 4+00 15.899 4+50 16.298 4+50 16,298 4+50 PI L= 0.000 L/H Pt.= 0"000 @ 0 Grade= CREST VERTICLE CURVE, CALCULATE LENGTH .GIVEN DESIGN SPEED GRADE #1 = -2.18 • GRADE #2 = -3^16666666667 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) -1019"09528173 LENGTH OF VERTICLE CURVE (GIVEN) 0 GIVEN IS LARGER SIGHT DISTANCE 198.89830508 SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = -3"16666666667 GRADE #2 = "79917184265 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) 121.400963704 LENGTH OF VERTICLE CURVE (GIVEN) 200 GIVEN IS LARGER . SIGHT DISTANCE 198.89830508 PROFILE 2+04 PI L= 0.000 L/H Pt.= 0.000 @ 0 Grade=-2.555% 2+04 23^740 2+06^74 PI L= 0.000 L/H Pt.= 0"000 @ 0 Grade=-2.780% 2+06^74 23.670 23"670 2+50 ' 22^645 22.467 2+56"74 PI L= 100.000 L/H Pt.= 21.636 @ 3+53"056 Grade= -.880% 2+56.74 22"518 22.280 3+00 21.904 21.899 3+06.74 PI L= 0.000 L/H Pt.= '0.000 @ 0 Grade= -.880% 3+06,74 21.840 3+06.74 21.840 3+06.74 PI L= 0,000 L/H Pt.= 0,000 @ 0 Grade= CREST VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = -2.55474452555 GRADE #2 = -2.78 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) -5808.48984487 ' LENGTH OF VERTICLE CURVE (GIVEN/ 0 GIVEN IS LARGER SIGHT DISTANCE 198.89830508 SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = -2"78 GRADE #2 = -.88 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) -179.121320251 LENGTH OF VERTICLE CURVE (GIVEN) 100 GIVEN IS LARGER SLGHT DISTANCE 198.89830508 CREST VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = -.88 GRADE #2 = -.880410858401 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) -3402234.34283 LENGTH OF VERTICLE CURVE (GIVEN) 0 GIVEN IS LARGER SIGHT DISTANCE 198.89830508 PROFILE 0+00 PI L= 0.000 L/H Pt"- 0"000 @ 0 Grade= .802% 0+00 '22.520 0+50 22.921 . 1+00 23"238 23.322 1+32.2 PI L= 141.370 L/H Pt.= • 23.297 @ 1+32"2 Grade= -"802% 1+32"2 23,297 23"580 1+50 23"279 23.437 2+00 23.036 23^036 ��— �� }O'' �� — � ��/ / v » o 1 D 9 ( ^xJ ' 2+50 ~ 22^635 ^ 2+50 • • 22.635 2+50 PI L= 0^000 L/H Pt.= 0.000 1 0 Grade= CREST VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = .801815431165 GRADE #2 = -.801815431165 DESIGN SPEED Z0 LENGTH OF VERTICLE CURVE (CALCULATED) -473"975087953 LENGTH OF VERTICLE CURVE <GIVEN) • 141.37 GIVEN IS LARGER SIGHT DISTANCE 198.89830508 P R O F I L E 3-1-69 PI L= 0.000 L/H Pt.= 0.000 i' 0 Grade= 1.725% 3 +69 15.400 4 +00 15.935 4 +50 16.797 5 +00 17.660 5 +00 PI L= 0.000 L/H Pt.= 0.000 G_' 0 Grade= 2.000% 5 +00 17.660 5 +50 . 18.660 6 +00 19.660 6 +50 20.660 7 +0O 21.660 7+50 22.660 8 +00 3.660 23.660 8 +50 24.510 24.660 8 +50 PI L= 100,000 L/H Pt.= 25.327 r' 9 +66.667 Grade= .800% 8 +50 .24.510 24.660 9 +00 25.060 9 +50 25.460 10+00 25. 860 10 +50 26.260 11 +00 26.660 26.660 11 +50 27.210 27.060 11 +50 PI L.= 100.000 L/H Pt.= 26.393 EQ 10 +33.333 Grade == 2..000% 11+50 27.210 27.060 12+00 28.060 12 +50 29.123 29.060 13 +00 30.623 3 0:060 13 +50 ' 32.623 31.060 13 +50 PI L= 250 „000 L/H Pt.= ' 27.560 G' 11 +25 Grade= 7.000%. 13 +50 _2.62 31.060 14 +00 35.123 34.560 14 +50 38.123 38.060 14 +50 38.060, 14 +50 PI L= 0.000 L/H Pt.= 0.000 i_. 0 Grade == SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = 1,72519083969 GRADE #2 = DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) - 3590.94985864 LENGTH OF VERTICLE CURVE (GIVEN) 0 GIVEN IS LARGER SIGHT DISTANCE 198.89830508 CREST VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = GRADE #2 = .8 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) - 767.20338984 LENGTH OF VERTICLE CURVE (GIVEN) 100 GIVEN IS LARGER SIGHT DISTANCE 198.89830508 SAG VERTICLE CURVE,`CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = .8 GRADE #2 = 2 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) '-515,656779657 LENGTH OF VERTICLE CURVE (GIVEN) 100 GIVEN IS LARGER SIGHT DISTANCE 198.89830508 SAG VERTICLE CURVE CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = 2 GRADE #2 = 7 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) 178"567796604 LENGTH OF VERTICLE CURVE (GIVEN) 250 GIVEN IS LARGER . SIGHT DISTANCE 198,89830508 P R O F I L. E 0 +00 PI L= 0.000 L/H Pt.= 0.000 @ 0 Grade = = - 2.208% 0 +00 • 38.010 0 +24 PI L= 0.000 L/H Pt.= 0.000 i_' 0 Grade=- 2.592X 0 +24 37.480 0 +25 37.454 0 +50 36.806 0 +75 36.158 1 35.510 1 +00 PI L.= 0.000 L/H Pt.= 0.000 i_' 0 Grade= = --2.5134% 1 +00 5.510 1+25 34.864 1 +50 34.218 1 +75 33.572 2 +00 32.926 2 +25 32.260 2 +50 31.634 2 +75 30.958 30.988 3 +00 30.423 30,342 3 +25 30.020. 29.696 3 +50 29.778 ' 29.050 3 +50 PI L= 150.000 L/H Pt.= 29.698 io ; +74.832 Grade= 1.299% 3+50 29.778 29.050 • 3 +75 29.698 29.375 4 +00 29.780 29.699 4 +25 30.024 4 +50 30. 349 4 +75 30.673 4 +75 30.673 4 +75 PI L= 0.000 L/H Pt.= 0.000 @ 0 Grade CREST VERTICLE,CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = - 2.20833333333 GRADE #2 = - 2.59210526316 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) - 3244.99196122 LENGTH OF VERTICLE CURVE (GIVEN) 0 GIVEN IS LARGER SIGHT DISTANCE 198,89830508 SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = - 2.59210526316 GRADE #2 = -2.584 • DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) -- 134840.757172 LENGTH OF VERTICLE CURVE (GIVEN) 0 GIVEN IS LARGER SIGHT DISTANCE 198.89830508 9AG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = GRADE *2 =- 1.29850746269 DESIGN SPEED 30 LENGTH OF VERTICLE. CURVE (CALCULATED) 115,467718461 I LENGTH OF VERTICLE CURVE (GIVEN) GIVEN I3 LARGER SIGHT 198.89830508. 150 PROFILE 2+04 PI i= 0.000 L/H Pt.= 0.000 @ 0 Grade= 1.005% 2+04 24.380 2+25 24.591 2+50 24,842 2+56.74 PI L= 0.000 L/H Pt.= 0,000 @ 0 Gr "997% 2+56.74 24.910 2+75 25.092 3+00. 25.341 3+25 25.590 3+25 25.590 3+25 PI L= 0.000 L/H Pt.= 0.000 @ 0 Grade= CREST VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = 1.00492984452 • GRADE #2 = .99663473984 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) -168135.338767 LENGTH OF VERTICLE CURVE (GIVEN) 0 GIVEN IS LARGER SIGHT DISTANCE 198^89830508 PROFILE � � � �) �ri �J�� '- �~ ` | \��' � 0+00 PI L= 0,000 L/H Pt.= 0"000 @ 0 Grade=-1.690% 0+00 24.910 0+18.93 PI L= 0"000 L/H Pt.= 0.000 @ 0 Gr'ade=-1.662% 0+18^73 24.590 0+25 24.489 0+50 24.074 0+58"65 PI L= 0.000 L/H Pt.= 0.000 @ 0 Grade=-1^660% . 0+58"65 23"930 23"930 0+75 23.695 23.659 1+00 23.478 . 23.244 1+08"65 PI L= 100.000 L/H Pt.= 23.427 @ 1+19.234 Grade= 1^080% 1+08.65 23.443 23.100 1+25 23^432 23.277 1+50 23.557 23.547 1+58"65 PI L= 0^000 L/H Pt.= 0.000 @ 0 Grader=1.356% 1+58.65 23^640 1+75 23.862 2+00 24.201 2+02"89 PI L= 0.000 L/H Pt.= 0.000 @ 0 Grade= 1.104% 2+02^89 24.240 � 2+25 24,484 2+45"47 PI L= 0.000 • L/H Pt.= * 0^000 @ 0 Grade= 1.057% 2+45.47 24.710 2+45,47 24,710 2+45^47 PI L= 0.000 L/H Pt.= 0.000 @ 0 Grade= SAG.VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = -1.69043845747 GRADE #2 = -1.66163141994 DESIGN SPEED 30 � LENGTH OF VERTICLE CURVE (CALCULATE}) -37653,4631432 LENGTH OF VERTICLE CURVE (GIVEN) 0 GIVEN IS LARGER SIGHT DISTANCE 198.89830508 SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = -1.66163141994 GRADE #2.= -1.66 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) -671497.918837 LENGTH OF VERTICLE CURVE (GIVEN) 0 GIVEN IS LARGER SIGHT DISTANCE 198^8983()508 . SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = ^1"66 GRADE #2 = 1.08 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) -2.255969322 LENGTH OF VERTICLE CURVE (GIVEN) 100 GIVEN IS LARGER SIGHT DISTANCE 198"89830508 SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = 1.0R GRADE #2 = 1^35623869801 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) -3570,30806046 LENGTH OF VERTICLE CURVE (GIVEN) 0 GIVEN IS LARGER SIGHT DISTANCE 198,89830508 CREST VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED' • GRADE #1 = 1.35623869801 GRADE #2 = 1.1038046031 DESIGN SPEED 30 LENGTH OF VERTICLE CURVE (CALCULATED) -5140.28254867 LENGTH OF VERTICLE CURVE (GIVEN) 0 GIVEN 19 LARGER SIGHT DISTANCE 198"89830508 CREST VERTICLE CURVE, CALCULATE.LENGTH GIVEN DESIGN SPEED GRADE #1 = 1.1038046031 GRADE #2 = 1.05652403592 DESIGN SPEED 30 LENGTH OF VERTICLE,CURVE (CALCULATED) -29170.3766031 LENGTH OF VERTICLE CURVE (GIVEN) 0 GIVEN IS LARGER SIGHT DISTANCE 198.89830508 DATE = 10/21/86 PROJECT NAME = EVERGREEN POINT ADDITION DESCRIPTION = PE 1469 SUBAREA 1 = 2.51 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .25 , TOTAL AREA = 2.51 ACRES COMPOSITE RUNOFF COEFFICIENT = .25 OVERLAND FLOW VALUES Ct = .15 i = 100 N = "3 S = .02 CHANNEL FLOW VALUES L = 0 TD = 0 COMPUTED VALUES DUR = 5.00 I10 = 3.18 810 = 2.00 OA = 0^0O : RATIONAL FORMULA HYDROLOGY DESIGNER = G. NELSON BASIN A BOWSTRING CALCULATIONS DATE = 10/21/86 . DESIGNER = G. NELSON , BASIN A PROJECT NAME = EVERGREEN POINT ADDITION. DESCRIPTION = PE 1469 t t Intensity Qdev^ Vin Vout Storage (min.) (sec.) (in"/hr.) (c^f.s.). (cu. ft.) (cu. ft.) (cu.' ft.) 5.0 * 300 3.18 2"00 802 300 502 10.0 600 2.24 ' 1.41 987 800 387 15.0 900 1.77 1.11 1113 900 213 26.0 1200 1.45 . ^91 1185 1200 -15 25.0 1500 1"21 .76 1216 1500 -284 ' 30.0 1800 1.04 .65 1241 1800 -559 6 35'0 2100 ",1 "57 1257 � 2100 -843 40.0 2400 .82 .51 • 1287 ' 2400 -1113 45.0 2700 .74 .46 1301 2700 -1399 50.0 3000 "68 .43 1324 3000 -1676 55"0. 3300 .64 .40 ' 1366 33()0 -1934 60.0 3600 .61 .38 1417 3600 -2183 65 0 3900 60 37 1494 ' 2f06 3900 � " , " _ 70"0 4200 "58 "36 1566 4200 -2634 ' 75.0 4590 .56 .35 1603 4500 -2897 80.0 4800 • .53 .33 1630 4800 -3170 85.0 5100 .52 .32 1681' 5100 -3419 90,0 5400 .50 .31 1726 5400 ' -3674 75"0 5700 .49 .31 1784 5700 --:3916 � • 100.0 6000 "48 . .30 , 1838 6000 -4162 THE MAXIMUM STORAGE IS 502^1709 CU, FT. * The time of concentration is 5 minutes. , The Undeveloped flow out is 1 c"f^s^ TEN YEAR STORM CALC DATE = 10/21/86 PROJECT NAME = EVERGREEN POINT ADDITION DESCRIPTION = PE 1469 SUBAREA 1 = 1"24 ACRES SUBAREA 1 RUNOFF COEFFICIENT= .25 TOTAL AREA = 1.24 ACRES COMPOSITE RUNOFF COEFFICIENT = .25 OVERLAND FLOW VALUES Ct = .15 L = 100 N = .3 S = .02 CHANNEL FLOW VALUES L = 0 TD = O COMPUTED VALUES 'DUR = 5.00 I10 = 3"18 010 = "99 QA = 0.00 RATIONAL FORMULA HYDROLOGY DESIGNER = G. NELSON BASIN B DATE = 10/21/86 PROJECT NAME = EVERGREEN POINT ADDITION DESCRIPTION = PE 1469 BOWSTRING CALCULATIONS DESIGNER = G. NELSON BASIN B t t Intensity Qdev. Vin Vout Storage (min.) (sec.) (in./hr.) (c.f.s.) (cu. ft.) (cu. ft.) (cu, ft.) 5.0 * 300 • 3.18 • .99 . 396 300 96 10,0 600 2.24 .69 487 . 600 -113 15.0 900 1.77 . .55 550 900 -350 20.0 1200 1.45 .45 585 1200 -615 25"0 . 1500 1.21 .38 .601 1500 -899 30.0 1800 1.04 .•2 613 1800 -1187 . 35"0 2100 .91 .28 621 . . 2100 -1479 40.0 2400 .82 .25 636 . 2400 -1764 45.0 2700 . .74 "23 643 2700 -2057 50"0 3000 "68 .21 ' 654 3000 -2346 55.0 3300 ^64 .20 675 3300 ' -2625 60.0 3600 .61 .19 700 3600 -2900 65.0 3900 .60 "18 738 3900 -3162 70.0 4200 "58 ^18 773 4200 -3427 75,0 4500 ^56 ^17 792 4500 -3708 � 80.0 4800 .53 ,16 805 4800 -3995. 85.0 5100 .52 .16 830 5100 � -4270 . . 90.0 540() .50 .16 853 5400 -4547 95.0 5700 .49 .15 981 5700 -4819 100.0 6000 .48 ^15 908 6000 -5092 THE MAXIMUM STORAGE IS 96.2916 CU. FT. * The time of concentration is 5 minutes. The Undeveloped flow out is 1 c.f.s. ' TEN YEAR STORM CALC DATE = 10/21/86 PROJECT NAME = EVERGREEN POINT ADDITION DESCRIPTION = PE 1469 BOWSTRING CALCULATIONS DESIGNER = G. NELSON BASIN B t. 1. Intensity Odev. Vin Vout Storage (min,) (sec.) • (in./hr.) (c.f.s.) (cu. ft.) (cu. ft.) (cu. ft.) 5.0 * 500 3.18 .99 396 90 306 10, -0 600 2.24 .69 487 18 0 307 15.0 900 1.77 .55 550 270 280 20.0 1200 1.45 .45 585 360 225 25.0 1500 ' 1.21 .58 601 450 151 30.0 1800 1.04 613 540 73 35 „0 2100 .91 .28 • 621 630 -9 40.0 2400 82 . 25 636 720 -84 45.0700 .74 .23 643 810 -167 50. 0 3000 .68 .21 654 900 -246 55.0 3300 .64 .20 675 990 -315 60.0 3600 .61 .19 700 1080 -380 65.0 :3900 .60 ,18 758 1170 -432 70.0 420 0 .58 .18 773 126 0 -487 75.0 4500 .56 .17 792 1350 -558 80.0 4800 .53 .16 805 1 - -635 85.0 5101 .52 .16 830 1530 -700 90.0 5400 .50 . 16 853 1620 -767 95.0 5700 .49 .15 881 1710 -829 100.0 6000 .48 .15 908 1800 -892 THE MAXIMUM STORAGE IS 307,4688 CU. FT. * The time of concentration is 5 minutes. The Undeveloped flow out is .3 c.f.s. TEN YEAR STORM CALL DATE = 10/21/86 PROJECT NAME = EVERGREEN POINT ADDITION DESCRIPTION = PE 1469 SUBAREA 1 = 3.69 ACRES SUBAREA . 1 RUNOFF COEFFICIENT = .25 TOTAL AREA = 3.69 ACRES COMPOSITE RUNOFF COEFFICIENT = .25 OVERLAND FLOW VALUES Ct = .15 L = 100 N = .3 S = .02 CHANNEL FLOW VALUES L = 0 TD = 0 COMPUTED VALUES DUR = 5.00 • I10 = 3"18 Q10 = 2.93 8A = 0.00, RATIONAL FORMULA HYDROLOGY DESIGNER = G. NELSON BASIN C DATE = .10/21/86 PROJECT NAME = EVERGREEN POINT ADDITION DESCRIPTION = PE 1469' BOWSTRING CALCULATIONS DESIGNER = G. NELSON BASIN C t t Intensity Qdev. Vin Vout Storage . (min.) (sec:) (in./hr.) (c.f.s") (cu. ft.) (cu. ft.) (cu" ft.) 5,0 * 300 3.18 2.93 1179 -. 300 879 , 10.0 600 2.24 2.07 1451 600 851 15.0 900 1.77 1.63 1636 900 736 20"0 1200 1.45 1.34 1742 1200 542 . 25.0 1500 1.21 1.12 1788 1500 288 30.0 1800 1.04 .96 1825 • 1800 25 35.0 2100 .91 .84 1849 2100 `251 40.0 2400 .82 .76 1893 2400 -507 45.0 2700 .74 .68 1913 2700 . -787 50,0 3000 "68 "63 1946 3000 -1054 55.0 . 3300 .64 .59 2009 3300 -1291 60.0 3600 .61 .56 2083 3600 -1517 . 65,0 . 3900 .60 .55 2197 3900 -1703 � 70.0 4200 .58 .54 2302 4200 -1898 75.0 4500 .56 .51 2356 4500 -2144 80.0 4800 .49 2397 4800 -2403 85.0 5100 .52 .48 2471 5100 -2629 90"0 . 5400 .50 ' .46 2538 5400 -2862 95.0 5700 .49 .45 2623 5700 -3077 100.0 6000 .48 .44 2702 '6000 -3298 THE MAXIMUM STORAGE IS 879.2871 CU. FT. . * The time of concentration is 5 minutes. The Undeveloped flow out is 1 c.f.s. TEN YEAR STORM CALC DATE = 10/21/86 ' DESIGNER = G. NELSON BASIN D PROJECT NAME = EVERGREEN POINT ADDITION DESCRIPTION = PE 1469 SUBAREA 1 = .82 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .25 TOTAL AREA = .82 ACRES COMPOSITE RUNOFF COEFFICIENT = .25 OVERLAND FLOW VALUES . Ct = "15 L = 100 N "3 S = .02 CHANNEL FLOW VALUES L = 0 TD = 0 COMPUTED VALUES DUR '= 5,00 110 = 3.18 0.10 = .65 QA = 0^00 RATIONAL FORMULA HYDROLOGY DATE = 10/21/86 PROJECT NAME = EVERGREEN POINT ADDITION DESCRIPTION = PE 1469 BOWSTRING CALCULATIONS DESIGNER = G. NELSON BASIN D t t Intensity Odev. Vin Vout Storage (min.) (sec.) (in./hr.) (c.f.s.) (cu. ft.) (cu. ft") (cu. ft.) 5.0 * 300 3.18 .65 262 90 172 10,0 600 2.24 .46 322 180 142 15.0 900 1.77 .36 364 270 94 .20,0 1200 1.45 ,30 387 360 27 25^0 1500 1.21 .25 397 450 -53 30.0 1800 1.04 ' .21 406 54d -134 , 35"0 2100 .91 .19 411 630 -219 . 40.0 2400 .82 .17 421 720 -299 45^0 2700 .74 .15 425 810 -385 50.0 3000 .68 .14 432 900 -468 55.0 3300 .64 -13 446 990 -544 60.0 3600 .61 .13 463 1080 -617 ' 65"0 3900 .60 .12 - 488 1170 -682 70.0 4200 .58 512 1260 -748 . 75"0 4500 ^56 .11 524 1350, ^826 80.0 4800 ^53 ,11 533 1440 -907 85.0 5100 .52 .11 549 1530 -981 ' 90.0 5400 .50 .10 564 . 1620 -1056 95.0 5700 .49 "10 583 1710 -1127 100^0 6000 .48 .10 600 1800 -1200 THE MAXIMUM STORAGE IS 172.0638 CU. FT. * The time of concentration is 5 minutes. The Undeveloped flow out is .3 c"f^S. TEN YEAR STORM CALC DATE = 10/21/86 PROJECT NAME = EVERGREEN POINT ADDITION DESCRIPTION = PE 1469 ' SUBAREA 1 - 4.46 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .25 TOTAL AREA = 4.46 ACRES COMPOSITE RUNOFF COEFFICIENT = .25 OVERLAND FLOW VALUES Ct = "15 L = 100 N = .3 5 = .02 CHANNEL FLOW VALDES L. = 0 TD = 0 COMPUTED VALUES DUR = 5.00 110 = 3.18 010 = 3.55 QA = ().00 RATIONAL FORMULA HYDROLOGY DESIGNER = G. NELSON BASIN E DATE = 10/21/86 PROJECT NAME = EVERGREEN POINT ADDITION BOWSTRING CALCULATIONS DESIGNER = G. NELSON BASIN E DESCRIPTION = PE 1469 t t Intensity Qdev" Vin Vout Storage (min.) (sec.) (in./hr,) (c^f^s.) (cu" ft.) (cu. ft.) (cu. ft.) 5.0 * 300 3.18 7.55 1425 300 1125 10.0 600 2.24 2,50 1753 600 1153 ' 15,0 900 1.77 1.97 1977 900 1077 . 20.0 1200 1.45 . 1^62 2105 1200 905 25.0 1500 1.21 1.35 2161 1500 661 30.0 1800 1.04 1.16 2206 1800 406 35"0 ' 2100 .91 1..01 2234 2100 134 40.0 2400 .82 .91 2288 2400 -112 45.0 2700 . .74 .83 2312 2700 -388 50.0 3000 .68 .76 2352 3000 -648 55.0 3300 .64 "71 2428 3300 -872 60.0 3600 .61 .68 2518 3600 -1082 65.0 3900 ^60 .66 2655 3900 -1245 ' 70.0 4200 ' .58 .65 2782 4200 . '1418 75.0 4500 .56 .62 . 2848 4500 -1652 80.0 4800 . .53 .59 2897 4500 -1903 85.0 5100 .52 .57 2987 5100 -2113 ' 90.0 5400 ^50 .56 3067 . 5400 -2333 95.0 5700 .49 .55 3170 5700 -2530 100.0 6000 .48 .54 3266 6000 -2734 THE MAXIMUM STORAGE IS 1153.3152 CU. FT. * The time of concentration is 5 minutes. The Undeveloped flow out is 1 TEN YEAR 'STORM CALC RATIONAL FORMULA HYDROLOGY DATE .= 10/21/86 DESIGNER = G. NELSON BASIN F PROJECT NAME = EVERGREEN POINT ADDITION DESCRIPTION = PE 1469 SUBAREA 1 = 1.86 ACRES SUBAREA 1 RUNOFF COEFFICIENT = ,25 TOTAL AREA = 1.86 ACRES COMPOSITE RUNOFF COEFFICIENT = .25 OVERLAND FLOW VALUES Ct = .15 L = 100 N = .3 S = .02 CHANNEL FLOW VALUES L = 0 TD = 0 COMPUTED VALUES DUR - 5,00 I10 = 3.18 010 1.48 QA = 0^00 DATE = 10/21/86 PROJECT NAME = EVERGREEN POINT ADDITION DESCRIPTION = PE 1469 5.0 * 300 3.18 10"0 600 2.24 15.0 900 1.77 20.0 1200 1.45 25.0 1500 1.21 30.0 1800 1.04 35.0 2100 .91 4().0 2400 .82 45.0 2700 .74 50^0 3000 .68 55.0 3300 .64 60.0 3600 .61 65.0 3900 .60 70.0 4200 .58 75.0 4500 .56 80.0 4800 ^53 85.0 5100 .52 90.0 5400 .5d 95.0 5700 .49 100.0 6000 .48 THE MAXIMUM STORAGE IS 554.6961 CU. FT. * The time of concentration is 5 minutes. The Undeveloped flow out is .3 . c^f.s. . TEN YEAR STORM CALC BOWSTRING CALCULATIONS DESIGNER = G. NELSON BASIN F t t Intensity Qdev. Vin Vout ' Storage (Min.) • (sec") (in"/hr,) (c.f.s") (cu. ft.) (cu. ft.) (cu, ft.) 1.48 594 90 504 1.04 731 180 551 .82 825 270 555 878 360 518 .56 901 450 451 .48 ' 920 540 380 .42 932 630 302 . 38 • 954 . 720 234 "34 964 810 154 "32 981 900 81 ,70 1012 990 22 "28 1050 1080 -30 " � ^28 1107 1170 -63 ^27 1160 • 1260 -100 . 26 1188 1350 -162 � .25 1208 1440 . � ^23� .24 1246 1530 -284 .23 1279 1620 -341 . 23 1722 1710 -388 . 22 1362 180() -438 -J SrA EX /3T E 0 i s 77E157 E4 R/HT. ELC ✓. FD6E 13/4T. EL MI Ai. Coea MAX. &ICS oPO$E GAGE NE / Z'% cues YeasNT £ NT 45,4) O f 70 20/x, / /o.6 Zo /2.q /2, 75 /3.0$ +S Q 1111111111111111111111MIN 13.11 17.93 / . 28 Z 00 14, 8 WIN 14.13 , 1'.1.. z 3 A425 24 iSi ID y Z+ 0 ,0 5, .1 5.3S .15.11 /576F 3 00 :,15 8.' 18,o4 I ,. / S. /3.13 00 22. MEM 2 2. 22.2.8 2.2.'60 2.2. Go V1-17 -- zz. 79 So Maallnal nin 2 .35 Z 3, IS 23.4.8 Z3, /5 •1-00 l fl 9, 23.4.5 2. 3.2.9 z3.C.z z3. t o 2 3.5 o In Z 3 5 Z 3. 1.C, 2?. S',3 , +so INEMMIllin 23•u - 3 23. 2 7.(,I 72 -Z9 l4-o0 3,I ', 3.oS 2.2.66 I Z .18 Finn : - e 2. 2 .72. ,. I z.53 a. 3 .?2..6 22,y- P, +o0 22. 2 /0.0 72.lc 2z,o 39 zz.o8 9WO 22,S 1 /0.7 zZ .36 2.1, 22. 1 z 2.sl Zz, `// 9 +00 2z.75" /0,5 22. •C5 z 2.44 2 2.7V 2 z , 74/ 9+-s0 22. lo,(, 23,12 21.97 23. 27 23. -Y 14+10 z¢, /0,6 Z41,s a4, 37 > zV.&Y 10400 z(o. /0.9 24.21 26, ,ofi 2i? 1 Z4.39 11 +00 21?,2I /0 , 6 28 ,off} 27, VR. zq , zr,3`1 V r ( 1 t SU 3 0.38 /04 ? 0.2 0 3n.oC 31').30 3d23 6VF,?MELN = _» a mAjk, 44:1 kul s. L/j / 4// Sn FTJ /h DA U 5 Et 770.(J CALcvtAT /O..JS �y /,area,& . 55Mte R,eciE c'c EVe Fgreen - Row PAS 7/2 9 / ? & ay .* D4 5'8 Rf SidQ - Felv %Hs 1 37 ff r E Ez_a_ /..,/s 7:EA137: E666 Rov1r. a4e" &Air M IV. Gaza El-EV C Hr 4.5% Max.Cur s 1-4 z 'A itoPoSr0 Cuee 1/Efewr CADE o - !Wain 2.. q 7 2 r 2 • 1 7 -I- St .09 i 1 3 . e IMES , c, o3 - 12+78 .0 • 1 =' Sin 37Y7 3912C 3'.3V 2_9 , 2. S «2,34' ILU.bO ti.. ? • 1 3 q LI 4, 14. 441-, 4 -? W. H .2 c• V . f 1 1 44 5 ' . 0 C u , e (., Ern Lot eS4-uo 47 3 -.? it 2 1 4-1H t., l., 41 0 --- ■134-50 4- /72 , :), , 1 48.01 i 1 st— 1 A 0 5a CA LC VGA 770 A../ Br EST P.CoJEc PA 7/3 o le,G o2T S: de -?fioruf,- tu :L. TYPE B. CURB CALC Name G. NELSON Date 10/22/86 Project EVERGREEN ROAD FOR EVERGREEN POINT PE 1469 Width from centerline to curb 24 Station Pave. Edge El. Dist CL - edge Min. elev. 4.57.Max. elev. 2% 50 12.93 10.6 12.7795 '13"077 100 13.11 8.6 12.8695 13.217 150 13"17 8,4 12.9205 13.273 200 14.13 8 13-8625 14.225 250 15.61 • 9 15.3425 15.705 300 18"04 8.9 17.813 18.153 369 21.45 9,6 21.2545 21.577 400 22.47 9.6 22.2745 22.577 450 23.35 9.3 23.141 23.471 500 25.49 9.3 23.281 23.611 550 23.49 9.3 23.281 23.611 600 23.45 9"4 23.2455 23"57 650 23.48 9.6 23.2845 23.607 700 23.05 9.6 22.8545 23.177 750 22^53 9.6 22.3345 22.657 800 22.25 10 22"0725 22.385 850 22,36 10.7 22.214 22.509 900 22.58 .10.8 22.4385 22.731 950 23.12 10.6 22^9695 23^267 1000 24.51 • 10.8 24^3685 24.661 1050 26.21 10"9 26,073 26.363 1100 28"08 10.8 27"9385 28.231 1150 ' 30^2 10.4 30.0405 30.343 1200 ' 32"77 11 32.74375 32.925 1 35.86 11.3 35.741 36,021 1278.5 37^8 11.4 37.6855 37.963 1300 39.25 11.2 39^1265 39.409 1350 42.25 11 42.1175 42.405 1400 44.25 '11.3 44.131 44~411 1426 45.14 11.3 45.041 45.321 1450 45.86 11 45.7275 . 46.015 1500 47.16 11 47.0275 47.315 1550 48.15 11 48:0175 48^305 50 19 M /6,j00i /7,04/0 /E /A/ 0/54/ /EOUTZO /5. / rM40 2. 24,51.F 8' SUNRISE C , 0' /E /A/2023.O0 /EOUT202290 /so' 2s' R /00' no' ca ,°ay;iva off ,. /E Z 27.0 0 12 /5,2 �$3 $ 13,5.0 i 1 35' 34 /3,60 c 135 /3,9 ID /08' /E 20/4 1q, coo 4) /50 /06/ 26 /8.0001 /-4,176 / /E /N 202/40 • /E OUT20213. 17 16 >r /6,-4 41 /oo' /TAW /2o NEW SS NI -de - 54c 13 /8,000 43 8 %E /N 20/0.58 "I'VE OUT 20/0.68 2 \ L . 5 ?64) /0 � /o /0,62s 4) p 28 /3.0004 /00' ROAD 040 — BROO IO Additional PSI 1 3 R/W Dedication 1 n / / E //t/ 20/724. 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IMP SIM II= MO OM .0811 1 1 MON MOM ORO MO WO MOM SWIM MOO MO MOO MO OM ORO OM ORM OMR ROM SMOIO MOO MO MOO MIOS MOS MOM COO ORMICOM Mal I■1 ma imm — CM= 4t MSGS' offaM *BM soon CMOS/ MIMEO t=M 8St w• GEIBM MOM MOD iM11 KARMA r ADD r--1 •IND MM. 4=11 ■ID c)N , - 1 1 BELLA V I S T A 1 1 DIVISION NO.1 1 DRA/N F/ ELD ) 1 J No. 2173 -50' 1 f «'1 !e) O 6K ST - P 64 -/ / 644.75' -1 644. / 1,P 644 -/ 20th AVE. 2SST 2 3 4 5 22 IN 17 fat 6.44 12274 22n AVE. 4 1 / No,412 =r 645. 6475' Z3 , .( — 2.°1 - ;sL6° IsL, 22 No. 12.01 -40 I90 I93 20T2 06 ■Ne /-J07 E: pO R T lO N 0 A Ft WA`r -1O MS D. - 5 /5 Az �TTED / 1.17'o N.a 995 - B . .24 tl•+ Ave Ne 2143 - Go a 0 Z 0 z tit Q 0 Z —4 't. 27TH -1 ff T > ul o TH 27 Hp, 454 -60' 4 s 0 0 Z 23 35 3 L2) tiG Av CZ. . NC> .I2SZ - 4o ' 4 N:8`D°51'x.. 2C,56.4 Z. IMINIMEMEIF 4 IMEINSEPIWOr 2 1 II ! .% O/ EIR DATE 6- /5- 72 NO T E =MIMI S ED AREA SEC. 26 T.25N.R.44E.W.M. - 4-0 ' SCALE i " =400' 0 II� 0 Q 230 DESCR /PTIOIV No.IZO{ 40 22I 237 643.55' TH /5 SECT /O/v REPRODUCED FROM L //v TO My L A R - DES /G A/ATES ' �<eo��`ec� 1 2 k 236 643.55' /iC-CE SS 0 0 0 0 Z G- Ro 2I9 232 6 43 BY 1 233 35 Z 1 23 1 1 0 0 2 0 0 1 z 0; 0W CC 0 0 z 4 > : J Q i24 .1-1 2s 25 36 c➢ 5 EC, Gpq, 'c V ND oG��cD /24c / H - No- Gt. 2 -� 3e 16 ry ovc E - a r- =•9( 50 • /ISALTMSE RD .C/,r�. No.1T79 -6d ;0 vi /9... fV a:, /^ , us,' , A.• x Z A 2r 3 8 'Rt C. ; °oo' T. 8114' L . 160.2..' F2.38-1/ ilit: . '4. N v 1 No. 2173 -50' 1 f «'1 !e) O 6K ST - P 64 -/ / 644.75' -1 644. / 1,P 644 -/ 20th AVE. 2SST 2 3 4 5 22 IN 17 fat 6.44 12274 22n AVE. 4 1 / No,412 =r 645. 6475' Z3 , .( — 2.°1 - ;sL6° IsL, 22 No. 12.01 -40 I90 I93 20T2 06 ■Ne /-J07 E: pO R T lO N 0 A Ft WA`r -1O MS D. - 5 /5 Az �TTED / 1.17'o N.a 995 - B . .24 tl•+ Ave Ne 2143 - Go a 0 Z 0 z tit Q 0 Z —4 't. 27TH -1 ff T > ul o TH 27 Hp, 454 -60' 4 s 0 0 Z 23 35 3 L2) tiG Av CZ. . NC> .I2SZ - 4o ' 4 N:8`D°51'x.. 2C,56.4 Z. IMINIMEMEIF 4 IMEINSEPIWOr 2 1 II ! .% O/ EIR DATE 6- /5- 72 NO T E =MIMI S ED AREA SEC. 26 T.25N.R.44E.W.M. - 4-0 ' SCALE i " =400' 0 II� 0 Q 230 DESCR /PTIOIV No.IZO{ 40 22I 237 643.55' TH /5 SECT /O/v REPRODUCED FROM L //v TO My L A R - DES /G A/ATES ' �<eo��`ec� 1 2 k 236 643.55' /iC-CE SS 0 0 0 0 Z G- Ro 2I9 232 6 43 BY 1 233 35 Z 1 23 1 1 0 0 2 0 0 1 z 0; 0W CC 0 0 z 4 > : J Q i24 .1-1 2s 25 36 c➢ 5 EC, Gpq, 'c V ND oG��cD /24c / H - No- Gt. 2 -� 3e 16 ry ovc E - a r- =•9( 50 • /ISALTMSE RD .C/,r�. No.1T79 -6d ;0 vi /9... fV a:, /^ , us,' , A.• x Z A 2r 3 8 'Rt C. ; °oo' T. 8114' L . 160.2..' F2.38-1/ No. 2173 -50' - 23 FRO zfa, 1 644.75 ? C I241TH 644.75' TT? G44/ 1.P 644.75' 644./ e ° .. Ave.-Go . Z2 IND 643.55' L.t 2 I BIk.6 / /y o 7I si A\ /�. 2s G45.7z' 6475' No. 12o1 -4O 190 • 193 2 AN/ l J 0/4T/ON OF AL WA-• Ho /..4:5 A DD. n/7. 64 ' 5 REPL 17TED N.7. 995 -B. 2414• Ave. Na2143 - ' 7TH o r/-/ T 0 0 0 27 z 0 0 0 z 22 II 23 N0.434- -6o3 4 35 Avg. NQ.12.e•a o' j N.8 f D DATE 6- /5- 72 NOT E v .51- 1.6DED AREA SEC. 26 T.25N.R44E.WM. 3 _ — 4 0 ' ' ScA.1...E.= 1" =400 2 0 0 z O 0 DESCRIPTION ti TH /5 SECT /ON REPRODuGED FROM L/NEN To MyL.AR. D ES/ GNATE5 'VACATION" 0 S) 0 L No.12O1 - 40 0 0 N 0 z BY 1 G. Ra 611 2 1 237; tn 0 35 1 1 N 024 25 \ Ec C. o.v. o tr. tin oGr�ED jZ<L TH - vo. 4: = =c PSAL No.1179 -6d -f 1 O I ti d �, A . 1 r- i /4Y 6 tr; if IN Z 4 2q °38 'Rt n .1 °00 Q ' T. Si O L . 160.2 R. 3ys.I' CL 1' /6 7 nos. 0 30 3 ° =36 �r- =49( • eSO • inElt. , Y / 4 ...I .. . _ 1 No. 2173 -50' - 23 FRO zfa, 1 644.75 ? C I241TH 644.75' TT? G44/ 1.P 644.75' 644./ e ° .. Ave.-Go . Z2 IND 643.55' L.t 2 I BIk.6 / /y o 7I si A\ /�. 2s G45.7z' 6475' No. 12o1 -4O 190 • 193 2 AN/ l J 0/4T/ON OF AL WA-• Ho /..4:5 A DD. n/7. 64 ' 5 REPL 17TED N.7. 995 -B. 2414• Ave. Na2143 - ' 7TH o r/-/ T 0 0 0 27 z 0 0 0 z 22 II 23 N0.434- -6o3 4 35 Avg. NQ.12.e•a o' j N.8 f D DATE 6- /5- 72 NOT E v .51- 1.6DED AREA SEC. 26 T.25N.R44E.WM. 3 _ — 4 0 ' ' ScA.1...E.= 1" =400 2 0 0 z O 0 DESCRIPTION ti TH /5 SECT /ON REPRODuGED FROM L/NEN To MyL.AR. D ES/ GNATE5 'VACATION" 0 S) 0 L No.12O1 - 40 0 0 N 0 z BY 1 G. Ra 611 2 1 237; tn 0 35 1 1 N 024 25 \ Ec C. o.v. o tr. tin oGr�ED jZ<L TH - vo. 4: = =c PSAL No.1179 -6d -f 1 O I ti d �, A . 1 r- i /4Y 6 tr; if IN Z 4 2q °38 'Rt n .1 °00 Q ' T. Si O L . 160.2 R. 3ys.I' CL 1' /6 7 nos. 0 30 3 ° =36 �r- =49( • eSO • . 7 ,. ..S 1 _7 , \ 1 & , UT " /J i-t, // I. A 1.:1 C . If , I Ili 2 72' 3 . \-.„ . EsigAffli 4 oa> "' tfl iT� is JIllo J r I I� a 2 72' 3 . \-.„ . EsigAffli 4 oa> "' tfl iT� 20 •___. 2 re d� N r • • 15 ..,-/• I Na. z 2 72' 3 . \-.„ . EsigAffli 4 oa> "' tfl iT� 20 •___. Cir) poKANE CO. r • NI E.., • • 1 / 2 2.2 2Z 2 1 c • ft/ y 2 - 77- 1 9 23 7 7 Av 3 9 /I v (1) 2 1111111111 11111 6 a 5 -28 •"` P 1,0 1/ I 9 tO 8 • ^P7 2 • . '11111rmitl , .1 ! t; • 4 • 2 5 27 4 6 Q: 4 5 6 7 8 K Vire vs, 2 2 BROWN'S PARK 4 5 3 , Z T • 9 / 9 I 2 3 7 s c.) /1 i r.; A Vg tn tL 3 LI A 9v) 0 %.** j w 4 : MIR rr e \ 3 7 4 0E „o ce SIMNEL 1 I 3 111 229 i li u m 0 4-4 - 13; - • 0 ■ 0 A 7 CY "0 .2 ,1 1 7 4 5 /6 Afo.2 4 .1 - 77 / a erimmoommmion /4 1 o II tend `c ; 1117 gainFar 111Prfor • /0 9 2; c 1 : M • N y. 6 ... :. N.,.. : II 1 3 t4 /2 IMIll .. fs /5 2 d ; No 3 0 Nlir..,§411.. rill . \ ,, 8 17 / Q:r 2Z Z \ op tik 1111 15 /3f!PI!1166 11:11/g."Zill;1:15;" ° Ill.!' 9 ci., 6•0 -:. , Is • Enemy zi El Immo , 24.3z wi :To; str -a) 7•44 '15 kpi 18 10 IIITEBREMIE 7 /6 N / ' 5 5 7 : ••••• 8 9 • 2/ 5 8 13 3. 3 - o• 4 /7 / 2c; )74-39.5 • 0 1 91 9 2 ' s • Z34 41.37 P.C. 0 ZS 2...0 Ave- 11 1 0 4 0 a w 2 0 ,35 TwE nt -fourth Ave. /4C \ Lot I lk 2 No. /2 so 0 Q --- AN 9 -2(3 21 st Ave. *00 No. 2143 2•960` , in.. '8 .9 2 2 2 re, ..:._44_j-5.5. -=e ; " Zs 2 2= , 18'41 ve.1 21; 256i 9 P 1 33 34 .6.10 D G°0 0' - r 11 0. F O. _0 3 •Sy , ■•■■. /or ••••••■ 8 A V F ;( ') DAr E 6 - /5 - '72 17' 67 •/65 ■■•■.. ■•■.. •■•111... SEC. 27 T. 25 N.R.44 EW.M. 2: 7 SCALE; 1" = 40d 0 N N - ry I GTH AV N.1 . 3 1 7 - \ ‘0 60' T. P A/c Cor. is 0.5 East ; 4: tz/.7 ,Ra.r-- • D ESCR I PriON T 1.5 SECT/011.1 R E°# 00 LICE 0 FAOA/7 L.1/../Ely TO y L . "c4 as' 0 A E- 25' No. I - -40 . 154-4-5 S 89* 0 2!E. , N O. 4 GO ' o -?• Pa y 2 -6 L 0 '.9 0 0 6 z 2 3 • •zar'i i ca • ; • ?-4 IL! 2077-1 / ST' r thq NO. 60 210 11.1 21 1.11 225 22C 241 126 . 32"C) 34135 SW CORNER SECTION 26 Spokane County Engineer's Corner Nos. 280 and 4724 Fnd Small RR spike and 3 Existing R.P.'s Fnd "X" on E Bolt Fire Hydrant, N75'W, 116.9'' Fnd Nail in Face of P. Pole, N49 42.89' Fnd Nail w /Tag =706 in Face of P. Pole S56 - W, 33.22' NOTE All Lots are Subject to 5 Wide Drainage Easements Reserved along Rear Lot Lines and Both Sides of A// interior Lot Lines. See Dedication. DEDICATION Situate in the County of Spokane, State of Washington Inland Pacific Engineering Company South 25, Altamont Spokane, Washington 509 535-1410 I 1 ., 0 M Ivt ' 1 L .%i TA, i �v 1 1 T TIDT 24! KNOW ALL MEN BY THESE PRESENTS, that ROY H. NYHOLM and MARIE E. NYHOLM, husband and wife; WESLEY B. ANDERSON and ALICE M. ANDERSON, husband and wife; and HAROLD G. ANDERSON, JR. have caused to be platted into Lots, Blocks, and Streets the and shown hereon, to be known as EVERGREEN POINT and being a replat of portions of Tracts 225 and 226 of VERA, per final plat thereof recorded in Volume "0" of Plats, page 30, in the Spokane County Auditor's Office, described as follows: Beginning at the Southwest Corner of Section 26, T.25 N., R.44 E.W.M.; thence N.00 ° 43'00 "E. along the west line of. said Section and the center- line of Evergreen Road a distance of 1426.00 feet; thence S.89 ° 17'00 "E. a distance of 20.00 feet to the easterly rnargin'of Evergreen Road and TRUE POINT OF BEGINNING; thence S.89 ° 17'00 "E. a distance of 289.00 feet; thence S.60 °28'21 "E. a distance of 57.06 feet; thence S.89 °17'00 "E. a distance of 125.00 feet; thence S.00 °43'00 "W. a distance of 574.75 feet; thence N.89 ° 17'00 "W. a distance of 125.00 feet; thence N.87 °51'04 "W. a distance of 50.02 feet; thence N.89 °17 a distance of 289.00 feet to said easterly margin of Evergreen Road; thence N.00 °43'00 "E. along said easterly margin a distance of 601.00 feet to the True Point of Beginning of this legal description. And they do hereby dedicate to public use forever the streets and roads shown within this plat, including additional right of way for Evergreen Road as shown hereon. Lot 2, Block 1 and Lot 6, Block 2 and Lot 4, Block 3, being one -foot (1') wide strips as shown hereon, are hereby dedicated to Spokane County as general county property, to be dedicated for road purposes forever, at such time as the roads are continued as full width rights of way, or until adjacent lands are platted. Individual driveway access permits are required prior to issuance of a building permit for driveway approaches to the County road system. Direct access from individual lots to Evergreen Road is hereby prohibited. The public water system, pursuant to the WATER PLAN approved by County and State Health authorities, the local fire district, County Building & Safety Department and water purveyor will be installed within this plat, and the subdivider /sponsor will provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot and prior to issuance of a building permit for each lot. Use of private wells and water systems is prohibited. Water service for this plat shall be provided in accordance with the Coordinated Water System plan for Spokane County, as amended. 99202 W Z r_,�� ,- -�..�� A r�rj1" - If)�l w I ♦)LI I, 1 1 1 , -31... I... 1 I 1.,I\I I I I a I 1 1 (5) I 1 L 1_J_ t 1 (3 I 1 1 1 V I I.- V BASIS OF BEARINGS N00 °43' 00 " 2660.09 EVERGREEN ROAD 825.00 1 453.50 N00 0 43'00" E 601.00 NO. DELTA Cl 90 °00'00" C2 90 °00'00" C3 49 °59'41" C4 49 °59'41" C5 60 °00'00" - 54.185 r O DRNG. O ESMT. 0 o Dc fl i 0 %P, CO 7 • � o N o <0 1 /6,358 50.rr 3 DRNG. ESMT,.." C5 _ O CC N00 °43' 00" E( N- 103.00(R)1 co • 0 8 Z o /2,572 50. FT. 25 M • m , 6 ,- 5 'r/d ESMT U77L 108.00- l N87°51'04" W e d ( 50.02 (V 153.62 ��. N N00 ° 43'00 LOT 6, BLOCK 2 3 o I' WIDE STRIP O do d o c7 1f) GIN - o co Z z U 85.00 _ CURVE INFORMATION RADIUS 30.00 20.00 20.00 50.00 50.00 - - - - G((, z in LENGTH 47.12 31.42 17.45 43.63 52.36 '..-5" - 196.30 - 54.85 - ` W/DE UT/L. ESMT 3 B LOCK 6 0 ° 0 /5,376 SO FT. P(0 0 0 0 0 ) - 5 0E- No /6„3:58 50. FT m \� 5'r /O' UT/L. ESMTS Z ~ In 1 - � (..1 5' WIDE U77L ESMT CM at 1 N00 °43' 00 "E N ° C) � 103.00(R) i 1 - \ 1 r�!) 6 TAN 30.00 20.00 9.33 23.31 28.87 0 i l /2,572 so. Fr. o M 29 -DRNG. ESMT. m 4 0° 00 - -92.50 - -`-. FOUR � � o o I 0 g /4444 s0. FT u� NOO °43' 00" E ° - 122.50 � UT /L. ESMTS 0 2 0 o. 00 //, 025 50. FT. 0 ?N6. ESMT. 5 .1 N00 °43' 00" cE r 122.50 !NI 00 0 0 3 . OOl /0,939 S0. FT. " (24 ° 5 3X/O'UT / L. ESMTS 1 e L -108.00- 2 - 102 .50- -h BOLIVAR 300.50 ROAD 454.12 � 85.00 - 45 85.00,�I Is 85.00 2 - 85.00 n� - 69.75 5 W7DE UT7L. 3 - 5. /D'UT7L. _3 _ 3 a5'r/O'UnL. E S M T. O ESMTS __J„ O T Z.:, ESM75. 0 8 5 4 ESMT. 2 u7 /0,625soFT.� in 10,626 u� /0,625SOFTr u) /0,625 SO..FT.� .N. o ;II N o cn BLOCK Z ~ TWO Z ~ m 85.00 85.0 85.00 S 00 °4300 "W 574 75 CHORD 42.43 28.28 16.90 42.26 50.00 /171: A V 1- I %h•1 0 I 0 0 N1413350.Fr. 0 25 • 5 1 ,* J 0 0 N m z 25' O 0 m m W D Z 0 0 op a o I 3 v) 10,939 SO FT. 6 0 WG. ESMT h 5' COC,2 n L 102.50 -� N 1 133.75 N00°43' 00" EN 1 ti 3 ( I - 75.00 _ I gl DR/ G. ESMT. o ▪ ° 0 . 1 22 1'16 p 1 0 0 in o //,789 SO F T. u) co o BLOCK z 5: /D UT /L. ESM 25 25' 1 ONE 89.75 h, 1 195.00 co No more than one dwelling structure shall be placed on any one lot, nor shall any lot be further subdivided for the purposes of creating additional lots, ownerships, or building sites without first filing a replat. WARNING: Until property to the south and east is subdivided, agricultural pursuits exist that may cause odors, dust, sprays and noise. Drainage easements, as platted and shown hereon, lying adjacent to public rights -of -way, for the purpose of installing, operating, and maintaining drainage swales and drainage facilities to dispose of runoff, are hereby granted. The County of Spokane is hereby granted the right of ingress and egress to all drainage easements adjacent to the public rights -of -way. The property owner'shall maintain the drainage swale with a permanent live cover of lawn turf which does not obstruct the flow and percolation of storm drainage water in the drainage swale as indicated on the approved plans of adjacent streets. The property owner or his representative shall inform each succeeding purchaser of all drainage easements on the property and his responsibility for maintaining drainage facilities within said easements. Spokane County will maintain the drywells and culverts, as shown on the approved road plans, located in the easements. S.89 °17'00 "E o 20.00 147.50 __ 1234.09 b TPOB O 0 //,444 SO. Fry. O ) DRNG ESMT. ao �i�1�00 °43' 00" E CU f 92.50 14' OF ADDITIONAL R/W /\.I " W FOR EVERGREEN ROAD I Wo oW :_j 122.50 o 2 Vo . O • o 2�„ /1,025 SOE JR O 5'xIO'U77L. ESM75 c0 11N00°43' 00" E 1 122.50 e 0 W 0) • Subject to specific application app and issuance of permits by the Health Officer, the use of individual on -site sewage systems may he authorized. The Owners of Successors in interest agree to authorize the County to place their names on a petition for the formation of a ULID by petition method pursuant to RCW 36.94 which the petition includes the Owners' property and further not to object by the signing of a protest petition against the formation of a ULID by resolution method pursuant to RCW Chapter 36.94 which includes the Owner's property. PROVIDED, this condition shall not prohibit the Owners or Successors from objection to any assessment(s) on the property as a result of improvements called for in conjunction with the formation of a ULID by either petition or resolution method under RCW Chapter 36.94. Each dwelling unit shall be double plumbed for connection to future area -wide collection systems systems. Easements for drainage are also reserved over a five foot (5') wide strip along each side of interior lot lines and over the rear five feet (5') of each lot. Within these easements, no structure, planting or other material shall be placed or permitted to remain which may change the direction of flow of drain- age channels in the easements, or which may obstruct or retard the flow of water through drainage channels in the easements. The easement of each lot and all improvements in it shall be maintained by the owner of the lot, except for those improvements for which a public authority or utility company is responsible. in Oe . W s y o s�� F 0 O D 0 F` L i; ° 0)'" CO O LOT 2, BLOCK 1 I' WIDE STRIP RADIAL BEARINGS Q1 N.49 O2 S.50°42 1 1 1 1 L I 1 i_ W 1/4 CORNER SEC. 26 Spokane County Engineer's Corner Nos. 1466 and 2629 Found Brass Cap New R.P.'s Cut "X" on N. bolt fire hydrant, S.44 °W., 45.95' Set tack w /tag #18091 in p.pole N.63 °W., 64.78' Cut "X" in top of curb 2.0.5' NNC at NW Corner of intx, N.30 °W., 47.17' LOT 4, BLOCK 3 1' WIDE STRIP -. I .' A (' T r 1 !-</-‘,.., I L L.I ■ Five foot by ten foot (5')(10') utility easements, as shown hereon, are hereby granted to Vera Water & Power District and Pacific Northwest Bell. A five foot (5') wide utility easement adjacent to all public right of ways, as shown hereon, is hereby granted to Washington Water Power Co. and Pacific Northwest Bell. IN WITNESS WHEREOF, the said owpers have hereunto set their hands and affixed their seal (if any) this ;5 day of FC, br(44y , 19 1 fi C y/ 1- 14alir 41r1 ROY H NYHOLM WESLEY . ANDERSON 2t17j. ALICE M. ANDERSON HAROLD G. A DE'SON, JR. EVERGREEN POINT SCALE: 1' LEGEND • Fnd Monuments as noted O Set 1/2" rebar w /yellow plastic cap "MOORE 18091" at angle points in boundary O Set 1/2" rebar w /yellow plastic cap "MOORE 18091" as centerline monuments after installation of improvements 77- Set 1/2" rebar w /yellow plastic cap "MOORE 18091" at all lot corners NOTES 1. The BASIS OF BEARINGS for this map is the bearing of N.00 °43'00 "E. on the west line of the SW1 /4 of Section 26 (center- line of Evergreen) per final plat of MOUNTAIN VIEW 4TH ADDITION. C MARIE E. NYHOLM FINAL PLAT OF SURVEYOR'S CERTIFICATE COUNTY UTILITIES DEPARTMENT Examined and approved this day of ' rd ->1 Examined and approved this Examined and approved this 3 day of COUNTY ENGINEER Examined and approved this 3A( day of COUNTY PLANNING DEPARTMENT COUNTY HEALTH DISTRICT Examined and approved this J. day of COUNTY COMMISSIONERS COUNTY TREASURER BEING A REPLAT OF PTNS. OF TRACTS 225 AND 226 OF VERA I N THE SW 1/4 OF SECTION 26, T.25 N., R.44 E.W.M. SPOKANE COUNTY, WASHINGTON MARCH 1987 This map correctly represents a survey made by me or under my direction in conformance with the requirements of the Spokane County Subdivision Ordinance. .a 7 7917Ze- Patrick J. Moo e, RLS Certificate Number 18091 Director, Spokane County Utilities -day of , 19 Spokane County Engineer Director, pot ne County Planning Department 4 / • r Spokane County Heal N for Officer COUNTY ASSESSOR iy� J c / acitzh , 19 b 7 . County, Washington, on this day of:�`. • .; °• Spokane county Assesso .y'D puty This plat was approved and accepted by the County Commissioners of Spokane.., `. • 19 `a / Chairrrian, Spokane CounfyCommissioners '. I do hereby certify that all taxes which have been levied and become chargeable against the land shown within this map have been fully paid this day of Y 1 ; -r'> _ r'< , 19 -T Spokane -- County Treasurer by Deputy ACKNOWLEDGMENT STATE OF WASHINGTON) On this e Z& av of / - C.6 ) ss 19 rr, before me, the undersigned, Notary COUNTY OF SPOKANE ) Public in and for the State of Washington, personally appeared WESLEY B. ANDERSON and ALICE M. ANDERSON, husband and wife; ROY H. NYHOLM and MARIE E. NYHOLM, husband and wife; and HAROLD. G. ANDERSON, JR., to me known to be the individuals described in and who executed the within and foregoing instrument, and acknowledged that they signed the said instrument as their free and voluntary act and deed for the uses and purposes therein mentioned. GIVEN under my hand and official seal the day and year last above written. 19 D • • Notary Pub is in and for he State of Washington, residing at Spokane , 19 87. , 19 g7 . t ! L/ c : ! l r• LAA 1 i y I 1 5.1.; { I . " 2/20/87 11111_,MMIMPli Itt . 10 AO Or ill A F siwarram Naar . pi 0 i 14■#06„,_ i AAKII A Aliginkok* \ \ ■ 1 \ 41■4* \ Lk ‘ 0 , Atto 4.-----r LcipAr.,.. -4••••=rjair 4 A It- r ,owArgyrrartororm, ollimwartieviter,A ___S 14 P INLAND PACIFIC ENGINEERING /q/N)0 ' /2 / 0,d - z r� L lip; , .0 „ 2 o - rK No. 2173 -50' o F27- iQ N OF '.. A /F2WAY' H oMS A DD. 5 /6 -R /=+4,- 177 / r.r ; -r.J D. 995 - 8 . furs 81(2 2 0 4 644.75' G44.75' T.P 224 10 , J11.3 i J SHADED AREA a N0 5 J7 TH AV 2 u H' V =400 644 "VACA /ON ,;(::.t-1,S Rtz F1 22 Nl7 •.: i 6 230 237 G43.55' L 2 HIk 6) 221 AVF!. 4 3 ? 1 6.4.5.70 AC.GESS 6:47.8' 2 645.72 233 1 7 1 )1±,, =0 r/P /CAL TYP /CAL 'ZO8 "DfA /NAGE PERCOL4TIV/J RETEi1lT /OAI AREA W /TN D'4 /N11GE STRUCTURE SECTIONAL VIEW /NJIN /MUM /!E /GNT OF D/KE TO BE 02 FEET 480 1 /E TOP OF CO/213 DRAINAGE EASEMEAIT AS SPECIFIED OA/ PLA/I TYPE `X COQ C2ETL CURB /D'MQL 61E IL ELEVA770ic1 DEDPPED GUTTERLIAIE T YP /CAL `208 "DRAINAGE PERCOLATION AND RETENT /OU AREA WTI-OUT DRAINAGE STRUCTURE SECT /OAIAL VIEW ,/O,LMAL GUTTE�P L/ME DZOPPED G UTTEe L /AJE ASPHALT PAVEMENT GRASS TUeF /A/STAL L CONCO22EA/T WTI" OCCUPAAICY OF ADJA CEA/T HOUSE ,voemAL GUTTER ///E DROPPED GUTTE.PLI�t/E ASPHALT PAVEME4VT CU28 DROP ND/ZMAL G " U NE DROPPED GU T TE2L /A/E A5 P//AL T PA TTE 2L / VE/4E/ OF CURB ENO OF PAID /NG 5 LOS= -.. .... O...., O�....O..........,.....O,..O... 1. . 6RA s5 NOTE: 5 /DEWALKA//D CURB co/ v5T2UCTiOA.I 5 F OA/ 5/TUE2 SIDE OF CURB /A/LET .51-14L L.136 COMPLETED A F/E ' /A/5TALLAT /OA/ OF TYPE" B CoNGPETE caes 4 CLASS < 5 ' 45PNALTCEMEt/T CO,/TA/A1/A16 5 3/4 % TO ' 74 % A 5P//AL7 OA/ 4 " C,PUSHED ROCK TOP COURSE /,V ACCORDANCE kV/TN GV_ S. D.O.T. SPEC /F /CAT /oA15 TYPE `A COt/C2ETE cos LOCAL ACCESS 3� F% TRAVEL/444Y OA/ 50 FT RIGHT OF WAY z8 TS AVE./11E 2'9 A/ COURT BOLIVAR' F?0AD B20OM /N/Sy 2 "GLASS ' B ' A5P/-/ALT NT CD//TA /N /�t16 5 /4 %TO( /4 CEME % ASPNAL7 ON 4 " CI€VSHE R OCK TVP GOURSE /� 1 ACCO�DAIVCE W/i/L W . S. D D.T SPEC/ /C AT /O 5 /DE ELEVAT /ON SPEC /A'L CURB SIDEWALK IAILET c cv .®.■ c ... coo 0 wo < in It) s ; 4 5 09 Nom JOB NUMBER 8(O59 2040 le76 CURB 2 204 0 30 204 LEFT GUIR13 2030 COUNTY BM No. /15 s. . CORNER OF TOP CONCRETE STEP Ar /3815 E 32 Nd. A IC it W CO ' EVERGREEN AIVD 32 AID AVE. ELEV.= 20/3.674 : : O'f :54, :LT,`�.'/4 : : ELEY.�ZQ38;11 Eck'. 203A39 2 floe., 2035.80 ace,. 203473 . REflJRW 1 4.90 R.: 30.00 L.47.12 Tr WOO . -90 °0000" R.. 30.00 I I L.47./2 .30.00 SCR. 2040.93 MCR 2039.16 E CR. 203743 1 tines PAPP 5r4.51#22 0.1# 1 4 5.00 1 65.00 e1 28 Ty 4 VENUE A T g 494 °p 3 L EVERGREEN PO /NT SEE 90.00 /V 4 89 •/ 7 r cs7v 8 DROP Z-t 23 I 7 ,BCZ =. 2030.51 MGR 20 ECP= 8$9 94.00 50TTOMOFPO,VD EL. = 0033. ECR.. 203/Z NCR= 203O.7L 13CR_ 2030.51 70.00 2 3 RETURN A./0 °00 R.20.00 L.3/.42 T_20.00 EVERGREEN PO /NT RETURN d= 90•0000" R 20.00 L3 3/.42 T. 20.00 3 '208 DETA l L • 5 0' 3 G 47- OGM 807 0F POW EL.. 203/.34 ......... ...... . . 3 +34 ............... .. . ........... :..... ............. Bo7ThIOF POND EL._ 23 3/ RETURN 4.90 °00 00" R.20.00 L.3/.42 T20.00 RETURAl 1 A - 90 4 10000• Ra 20.00 L.3/42 T- 20.00 50UVAd2 5TA. /3/ -I6.6 LT 25" SCR= 2031 23 M CRe 20 30.57 EC R. 2029.70 /0500 CUQB D,e0PATf_C,Q' 4 /05.00 EC R3 20 Mc R. 2029.40 SCR= 2028.89 OI•30 "Z08"DErA/L(4 i 3 L SEC 26 T25A1. PO//D 1< . `G 80L /I/A2 5TA_ /O OG. 8, L T. 28.8 CO,VSTKOC t TY -A " DEYWELL. W /7Y FeAME , RGEATE ' GKATE EL.= 20046.o COUSTRUCTTY. "B" DeywELL : /TY3 F,eAME 'GATE G,eA7 EL.= 20218/ /t /O CMP= 2026.78 POND A/./ Co,VS7XUCT TY. / /A/LET W/MET4L FEAME AGRATE TY.1 GRATE EL.. 2029.00 1 E /D G ?. �• ' a P. 0 7� 2 o OFPOYDNM EL .. 2028.50 ,BOTTOM OF POND ,(/o. 6 Za DL7A /L EL.. 2024. /0 eves DtaP STA.. /.i- /8 E VERGREEIV Po/Nr A= 54 °/3'27" R.PQ L./8.93 a T- /0.24 R.44E.WM 03 ,/G%{7 CURB 2 0 eo3o LEFT GUR3 20. 2.0 29.5' &2L 'VAR • $T4: /3t/6.5 h ler Zs• N 5TA. /Of0o.8 z$: a ti ./ 507 OF POMP EL.. 2022.22 ,, 7, 295' 5 (o ` 7 coA5TIeoJCT TY A•• ORYWELL 14/ /TY. 3 F,PAME!C,R4TE G,eA.TE FL = 2022.72 ■ STA. /+ 08.6 5, LT. 50' ,' 4. Z G - 29TH CT. o �eETURA/ S EETUde , V 4 = 54 °/3 4 =9019000" R. 20.00 P- 2000 L. /8.93 L=3/42 T. /0. 24 T. 20.00 ECe. 2025.99 Mc,e_2026.615 iscR =Z02 30 31.38 ? 8cce .zo25. 30 MCL'a 2025 44 EC/2.20Z5313 RETURN 4=9019000" ,e_20.00 1,3442 T>r 20.00 • 31.38 0/00 3 5 0' _3 +34 ....... ............................... R.Q..S...IfC..A /00 :,:.. C _D _ 5 A 0114 p. R. S. csl BY .� I R!V1 NOTIFY ■UCT;Cje 20.30 CUR'S G / A/E 202 0 w ca 0 z • V Q . ct a O v OQ L ki kLi Lu'a ti4 .%zt ot o � k W N tuk int o 0 *' . �ml C L 2 w V W. C c=.... c CU Cn ca. • n RE TURA1 44 A_ 90 ° 00"00' to 8..20.00' L T. Z0.00 3 -69 4 SCR-_ 2O/5. 3c /OCR. 20/5.59 ECR_20 /G.0G 105.00 E 35 OF POMO EL..18 :82 208" DETAIL SCR.- 202/.99 MCA?. Z02/.43 BC2= 2 85.00 35" 108.00 cuRB OROP5 T 6 7L 3Z /1100 RJR 4.90'0000 R.20.00 L 31.4Z' T 0:00" Mir v CONSTRUCT .TY'8" '208" ETA 1L DRY WELL W/7Y 3 F24ME• 6EA TE CRATE EL,., 2/.08 t k /E /o 'MFE. =17.35 /E /0'/4P .5. =17. /0 W �1 STA. 6,+97, LT 38' kn Q h 3(0' RETU2 4.90 R 20.00' L = 3/.42" T= 20.00 /0 •8 44 8OTTO1.1 OFPoA/D EL . 2020.58 5CC'_ 202184 MC2.202178 ECIZ= 202/.99 /0800 85.00 85.00 44' RETUR 4=90°0000 20:00 L. 3/.4Z 7 EC2.2025 :30 Mc,e: 202544 13CR _ 2025.38 /08.00 85.00 D 85. vv O BOL /VAR // RDAD RETUR,U 3 x_90°0000' R. 20.00 L =3/42 7 ;4'O: EC,(? 2030,51 NCR- 202157 13CR_ 2028.89 102.50 /2 85.00 69.75 BCR- 2028.89 MC2_ 2029.29 EC2.202945 RETURA1 Q 9019000 R.20.00 L .3142 T_ 2000 1 /Z-f 78.50 /3 RITU2 /J -90 °0000 , R 20.00 L =3/.42 T -20.00 20.3051 Mc.2. 2030.71 203 1.2.3 /02 0 75 00 EC203 /. 23 / 1C.Cs 2030.42 BC' 7029.45 I?ETURk/ .90°0000 • 20.00 / L -3/.42 T_ 20.00 2c . . LEFT Cu.e6 -..20.10 202 201 cOwJTY BM IVO. 115 STEP S.E, CORNER OF TOP AVE. iV. W. CORES I/E�G�f",E�N AT /38/5E.321t/ AMID 32 AID. AVE. EL EV: 20/3.674 Zo2o .P/Gf/T Ca 28 201 3 4 1 6,75 ECP- Z0 /!9,060 - -' MCR.20/5.75 BGP- 20/58 RET URA/ .4:90.0 R= 20.00" L: 3142' T_: 20"00 • • • • • :: t:0173.....� 0 - -. -0 A 9 N 5 o FUTURE DEVELOPMENT • 85.00 I, 6 -.. +.; 02:00 m • CONSTRUCT 7Y. / /AIL ET W/NETAL FRAME& GRATE RATE EL._ /1 2 /E to [MP /7.5 STA 6447,LT38' • N ti V) . IC N t:o :200 7 • • I' L --- 8 1 COAI57 OCT TY. / MET 5T4. 6 +59, RT 25 1 W/ METAL FRAME &. GRArL. GRATE EL .. 20./9.3 /E /0 GM/? eolo.o9 BOTTO/7OFPOND A4.8 1 EL.= 2019.34 BOTTOM 'oF POND A/o .7 Z4 . EL . = 2025173 .30 ''208" DETAIL 8 N • :N .. o ...... b; 0 Q- 0 N 85.00 1 0' EVERGREEN PO /N7 RP :90°0000 R.20.00 L .3142 T= 20.00 BCA'_ 202530 ____ NCR- 2025.65 SCR_ ZOZ5. 99 108.00 EVERGREEN PO /N T SE 24 7:25 Al R. 44E.W./t?. 10 0' + ...00.80 fi 0080...... • I • 0 /00 •V C. • tlI N 0 • • N •vl • N. • N 0 . N Ns 0200: 1 CO CO :■ ...... .aQ ...... . 13 :: :4 m 0 N • • • • • • • • • Ott :.N t 7 ) 4 r .. « .. • t .. 0o m 1.O 7O 1 5' • • • • • ?4 Ht . . • • Z040 040 40 g o fin C 01 C co 44 0 CD CI CP 03 0 in in cn ;$ LLi 0 044 LLJ 4j k Lu SHEET JOB NUMBER 201 202 20 St m COUNTY ABM No. 115 5. E. CO 'A/EP OF TOP COA1CRETE STEP AT 13815E 3Z N0. AVE. AM. Cog. EVEeGREEA 1 AHD 32 WO AYE. ELEV.. 20/3. Z/ �C� P90E ,0 /7"Gq/ Tb L7,2A/N To OA W. /OH? AT AV/V. ct SGOPE O,c O. a /O , - moo '_. vt 0 00 • ane..- 20/9. /6 MG'.2020.21 ECk'_ 2020.4 R•ETU,2Al • . 90'0000 • R 30.00 C. 42.43 L _ 47. /Z T= 30.00 .3 CDA/STR1/CT D,C'YWELL W /TN • TYPE 3 FiP4ME%GtATE •. GZATE EL . = 2021.38 5TA 7 #50 ,e7: 36' 3 5 MQUAv V !v' 0' 3f69.00 ,4 95.00 y. / ECR_ 2022.79 //STALL /1q� 202/ . 87 STREET OCR 2020.4/ r 5 TOP 5/6/ RE TURD/ d. 90 °000o" R.30.00' C:.42.43' L a 4 7. /Z T.30.00" 5 N 0I t it h n COA/STRUCT SPEC /AL ' CURB 5/G N/AL/C MILETS 54.85 s 1 54. SS ,BOTTOM OF PO A/ O EL.. 2020.8 8 /Oa' '208 "DETAIL ti N EX /ST. A.C. PAVEME//T 6 3 V / O m 32 ' LOT /96.30 r FUTURE DEVELOPMENT 0 i A1004-3D� 7 SEE 54.85 0 sit SEC. 24 T 25N. R.44E.W/1. 0 54.85 7 ,9 COUSTRUCT 2 .SP,EC/AL. CURB .S /1EW4LA; /VET STA. 7496 g 8+04 /96.30 CO EVERGREEN PO /Nr 8 4 77/ Q N 54.85 / 1 / 4 92.50 act' 2034.73 Moe' z. 2035.80 ECR_ 2036. / 6 /IDD l T /Di/ ,1z eETIJRAI 4.. 90 ` R_ 30.00' C.42.43' Ls47. /Z' r 3000' 3 5 5 b' O' ON :4 o :m /3 /247850 I / /4 . �- ECR 20 40,93°4 /NSTALL Mc/2. 2039. /8 , s7 7cal Sf3CR 2037.43 ESTOP S /GN RETue v 4.90'00'00 le. 30.00' C,42.43 L..47. /2' T= 30,00' ^' JTIFY eti • N m N!i KJ V :: : 03;50 0404 .I4 N 3 gct .4 Icz ti4 N. :: 20 50 :. :5X /5.T. E:. z/GHT CU/2£3 ?0 SO be 0 N z. 0 N.. w 0 • ; 11 0 Co a1- NC t M 0' U) SHEET / OF ' / JOB NUMBER 84059 /V( 4c m /to - A:E 1 2 49 cooly fokof SW CORNER SECTION 26 4 7 s c' e 5 L./ e c t 1 1 / de LP! o ,/rote Easements (2'I - 'nq Fear Lot Lines `; C , /7 amides 0 f A,/ //7, erior Lines See edico tiro . O DEDICATION Inland Pacific Engineering Company South 25 Altamont Spokane, Washington 509 535-1410 • 99202 T 1V1 1%110L" 1 II� T Tr n r• -- r 1 825.00 24 L BY THESE PRESENTS, that the Heirs and Devisees of JESSIE A. d, and WESLEY B. ANDERSON, MARIE E. NYHOLM, and HAROLD G. lav e` Caused to tie-platte0 into Lots, Blocks, and Streets the own hereon, to be knob as EVERGREEN POINT and being a repl at of s 226 and 226 of "VERA. per °final plat thereof recorded in e '0 Plats, page 30, in the Spokane County Auditor's Office, bied as :follows: Beginning at the Southwest Corner of Section 26, 1.25 N., R.44 E.W M.; thence 14.00 ° 43 1 00"E. along the west line of said Section and the center line of Evergreen Road a distance of 1426.00 feet; thence S.89 °17 a distance of.20.00 °' to the easterly margin of Evergreen reen Road and easterly � � t TRUE POINT OF BEGINNING; `5.80 17 00 E. a distance ,pf 2 3900 feet; , thence S.60 °28'21 "E. a distance of 57.06 feet; thence S.89 #17'00 "E. a 5 ° W. a distance of 574.75 feet; distance of 125.00 feet; thence . �3 00 , feet; thence N.89 :distance of ea thence N.87°51'04 "W. a , °: feet of -50:t1 Feet,: thence �#� 1 . l.7 00 " W. a distance of 289. 0O ee t o : o` said easterly margin of Evergreen Road; thence N.00 43 f 00 " E. along easterly margin a distance of 601.00 feet to the True. Point of ring of this legal descripti on, n the County of Spokane, State of Washington And they do hereby thdicate to public use forever the streets and roads shown within, this plat, including additional right of way for Evergreen Rod as shown hereon. Lot 2, Block 1 and Lot 6, Block 2 and Lot 4, Block 3, being one -foot (1') wide' strips as shown hereon, are hereby dedicated to Spokane ,County as general county property, to be dedicated for road, purposes forever, at such time as the roads are continued as full width rights of way, or until adjacent lag are; platted. Individual driveway access perrnit`are required prior to i s s u a n c e oaf a building permit for driveway approaches to the County road system. Girect access from individual lots - to Evergreen Road is hereby rohibited The public water., system pursuant to the WATER PLAN a roved by County and State Health authori.ties, the local fire district, Cowl Building & Safety Department: and water purveyor .will be `installed within this plat, and the subdivider /tiorlsor will provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot and prior to issuance of a . bililding permit for each lot. Use of private :wells and water systems is rohibited. Water service for this plat shall be provided in accordance with e Coordinated Water System for Spokane County, as amended. v ,1_ V11 1 N87 °51 Wes: 50.02 LOT 6, BLOCK 2 > I' WIDE STRIP 0 00 °N- 0. - 54.185 r ORNG. ESMT 1) N 1 � O 5 O O.. /0,625 SFTN . ° m 85.00 0 F131.113 1-.I 1 r 1--1 1 3 1; 1,7 N00°43' C.! 00" Ef 196.30 5' WIDE U77L. ESMT. 0 0 \'% /5,37 SO FT. .� 0 7 . ° 0 0 ° 0, � °' N t , a�, 16,358 50. FT. -' n DRNG. ESMT. �� \' C5-• O 0' d. D 1 3 © G 0 8 o 0 /2,572 SO. FT. M 25'; o25 M ° m .5 ,- -5:r /O U77L. ESMT, l Q) 7- 108.00-- - z CV 1 53.62 N00 1 1 \, - \v 1 5 - - '54.85' 3 BLOCK � O � O (0 0 0 0 0 oF- ° /6,358 50. FT. o) UT /L. ESMTS. Z c 13\ 5' WIDE U77L. ESMT 1 N00 °43' 00 "E 103.00(R) 4 0 0 0 M /2,572 SO. FT Oo O 0 0 O _ O M 295' DRNG. ESMT. --. 1) 5 (?) \ N� . -- 108. a BOLIVAR 300.5 454.12 85.00 85.00 85.00 PAL. . VI I Iv' 1 I ( 1 1 8 1 1 1- 1- 1 .. l I N- 1 � 1 - - - - - - - - -I- BASIS OF ' " RINGS 2660.09 EVERGREEN ROAD - -- 453.50 N00 0 43 1 00 "E 601.00 92.50 0 FOUR 0 u) 0) u) N00 °43' 00" E 1 0 122.50 X1& ti 2 to 0 //, 025 SO. FT. 0 N00 °43' 00" p4NG FTN t ESMT. �� 5' 122.50 !1 Wo 5'x/0 UT /L ESMTS c 00 3 -0 /0,939 SO FT. t_.. 5'x /0'UT/L. ESMTS - 102.50 - -4et, 0 ROAD " 85.00 - 455,6 85.00,; 15 , 5 85.00 - Q i - 85.00 �f ' W IDE UTIL. ? -- 5 /0 /L . N13 ESM ___,DER5NG. O 3 5 '45 "x /O'U77L. ESMT - ESMTS . ESM _ _ O 0 O O 00 ,4 0 0 0 3 0 2 0 u) /0,625 50 FT 1 u) /0,625 SO FIN u) /0,625 SO. FT I" N ° N o N o m _ m "--. 0) Z BLOCK Z TWO Z Z S 00 °43'00 "W 574.75 0 //,444 SO. FT -- 69.75__ O i o O u) /1,13350 FT o N 10 O 5 "x /0 "UT /L. ESMT 89.75 9 1 1 5 O 0 v) O z O 25 O 0 W Z W a ny one lot , n arid1t iona WARN I al pursuits io1 W o 1 cr ° o / /, 444 SO. FTI 1-n DRNG ESMr t-- co IN 00 °43' 00" E N No more "than one dlle1 l i n9 stru" : Ire all any lot be , f u rte ubd i�v i ded for the; ,purposes ownershin s , :or . •buildin "sites without- first -f it property to the south and east is :subdivided may cause odors, - dust, sprays and noise , D 0ae easements as- platted ra lying, a l _ g eas;m .n, , s pl atte and Shown ereon, y ng, adjacent o Public right -of -way, for the purpose of insta=lling, operating, - a nd r<iatnt liming drainage swales. and d rainage f, s to dispose oi' runrff, :a hereby granted. The County of 'Spokane Y s oereby gr anted the ri gltt of . ingress and egress to a 11 drainage eas `` e its a adjacent. to the public rights -of- tray.' , .The property owner shall. maintain; the :drainage sw le'with a r anent live cover of lawn turf 1ich'doas::no obstruct: t.h ..flow and' percolation n of, storm ' 1e 01 : , an of � nr i t as indicated t r n o a i nage`;ate n he dr a i ridge ; ; sia e s n ea e 'orl t li` app ry s .E r s , adjacent _streets h t property ovine or his- iepresept t�vE ,shall infgrtrl eac succ eeding purchaser,, of all drainage - easeren�ts on the pra. responsi.biiityfor rr.ainta`ining'drainag faci1`i:"tieswtthin' e e a r,. Spokane �aur,ty will in li tre 3y��c lls .and:.talve approved road plans, 1 orated 'a n the ,easement tt ,:.: rt 147 50 1 92.50 122.50 23.5 Y °31 2 Vo • 0 0 1 h /1,025 50.FT O 2 O 5'x /0' UT /L. E5M75 ao 1 O- N00 °43' 00" E 10 1 122.50 g o 0 0 0) o I 3 0 co O cn N /0,939 SO. FT. b0 = L DRNG. ESMT l I� � 0, - 4 102.50 - -s - 75.004 -DRNG. ESMT � O 0 U, N 0 /1,789 SO FT m o BLOCK 25' 25 I ONE U 95.00 0 LOT 2, BLOCK I I' WIDE STRIP S.89 ° 17'00 "E M 20.00 L 14' OF ADDITIONAL R/W FOR EVERGREEN ROAD • LOT 4, BLOCK 3 N I to 1 133.75 N /S I' WIDE STRIP N00 43' 00" EN /f '00., 1 • S 6 / 1 F • 0 O A( r ') '�r I v 1 1234.09 b W 1/4 CORNER SEC. 26 BEING A REPLAT OF PTNS. OF TRACTS 225 AND 226 OF VERA I N THE SW I/4 OF SECTION 26, T.25 N., R.44 E.W.M. SPOKANE COUNTY, WASHINGTON MARCH 1987 EVERGREEN POINT SCALE: 1 = 100 #~: i it s gran f oot (51 de ease is hereby 'granted to 'Nashir S ' N divi d �L :. A i3R '� 1>� u a d as iatlaori zed Co- executor of r :r `Estate �8f JsZe A. Anderson, ceased se IN W ITNESS WHERE tyre : sa owners have hereunto s thg.ir seal: (if" any this day of 19 her ends and affix d Ins d E. d u�lll and Y : horized Co Executor of the Estate c of , Jessie R. Anderson, deceased . A tier on, � ased FINAL PLAT OF ACKNO LEDGI NTS last above Notary. Public in and for the State of Washington, residing at Spokane STATE OF WASHINGTON) On this day of ss 19 i before me °' the undersigned, a Notary COUNTY SPOKANE Pu�c in and for;.the' State of Washington, personally appeared HARLD G. ON, .,- to me known to be the indiv dual described in and'''w ' executed ANDERS t hi JR e within and:foregoirig instrument, , and acknowledged that he .signed the said i nstrtiment as his tree' and voluntary act and deed for the uses and purposes;ther.ein mentioned. ri under mY h nd and official s'ea1 the day and year last above N otary/ Attb1ic i ar of Washington, resi gate kane STATE OF WASHINGTON) On this day of the � f undersigned, ss 19 be ore me thy. a Notary COUNTY OF SPOKANE Public in and for the State of Washington, �, to } personal l , ✓ ap eared WESLEY B . ANDERSON and P _ MARIE E. NYHOLNi o me known t b e the individuals described in and who > and the within and foregoing instrument, and acknowledged that they 9 g g g signed the said instrument as tneir free and voluntary act and deed for themselves and also as authorized Co- executors of the Estate of JESSIE A. ANDERSON, deceased, and on oath stated that they were authorized to execute the said instrument. GIvtN,undermy hand and official seal the day and year w ritten . ' ..... " ... . "... 2040 A? /GNT CUR73 20 2 04 2030 204 LEFT cu28 2030 ... "... " ".. ". "... ...................... .......... ........... vi O O 114 RETUIZAJ .90 °0000" R..30.00 L.47.12 30.00 COUAJT"Y BM No. 1/5 5. E. CORNER OF TOP COlC.R:t 1t STEP AT" 138/5 E 32i'D. AVE 4/W COR EVEP6REEN AI/D 32 A1D AVE. ELEV. _ 20/3.674 .................... "" ". ". " " ". " " " " ". ". "" ". " " "." ".. "..." ."04.17. � "� . "" 1/ N EC/Z= 203639 MCP_ 2035.80 BC, 2034.73 RETURN .1 4=90°0000 R.30.00 L. 47./2 T. 30.00 Cue& PROP -�� STASZtzZ T1f31o 025, 1 SCR= 2040.93 MC2= 2039.1 6 ECR = 2037"43 6 5.00 X5.00 ti o o. 0 Ui reV N ' ,DETAIL, O /8 3 3 9 EVERGREEN POINT 90.00 7 - 1 / VE CU,eB l op �/. AT BC.e , 3 °/7` 5T4 /� 12, CU,PB zt 020P 23 5 90.00 - 005 _,0259 """". " " " " " ". ". " " ". ". ". " ". " " " ". 50770MoFPOILO EL.. 2033.58 EVERGREEN FO/ NT 4= 90 °0063" R. 20:00 L 3/.42 T- ZO" DO 3 ECR- 203/. 2 MCP_ 2030.7L _ SCR. Z03o.5/ I 70.00 I 70.00 MC,e 2 029" 57 EC�P= 2028.89 3 RETURIJ A.90°00'00 R. 20; 00 L. 3 /.42 T.20.00 /2" /8' '20.8 DETA /L 3 1 N Nal M 3 N 4. N N RETURN 4.90°000o R.20.00 L -3/.42 T =20.00 /510 C. BOTTOM OF PIWD EL.. 2931 CURB DZOPAT 4 /05.00 ,EC,e_ 20 29.70 MICR_ 00 29.46 ,13C 2026.89 I?ETORAI f A.90 R.20.00 L. 3/.42 T. 20.00 k--- BOTTOM OFPOA/D 4- ( EL.= 203/"34 ! _1 d " • N 150 4 0 m f3C,C= 2031 23 MC,e.. 2030.57 EC R.. 2029.70 /0500 50L./1/Ak ' 5 TA. 134- 14. LT. Z5 '208 DETAIL k 44-84 "....."" ". ". ". ". " " ".:.. " " " ". " "....... N Q•I'�O *013 .0.1.3 ...""."" .. " ". " ". ". " " "... "... ". " " " ".. " "" 0 b- n 24.5 24 "5 3 4 Cou5 T,eUC T TY" "8 " DZYWELL W /TY3 F,e' GRATE 6E,4TE EL"_ 2029.8/ /E /O CMP- 20210.78 POA/D Na. CONSTRUCT TY" 1- /4/LET W /MET4L F,'4MEC,2ATE GRATE EL.. Z :Z9.00 /E /0"CMP -2 7, 25 ...................................... Pat/"D /t/o 6 ,5OL /VA.5T4/07., GT. 08.e COALS TY" 'A " DZYWELL W /TY. 3 FP4A1E GRATE GRATE t' L. = 20246D SO / On OFPLt/ONa 1 EL ... 2028 .50 SEE K /G/1T CURB 2 . 0 20 3 2,30 LEFT CU/2B 2 :020 29.5' 29.5' BOTTOM OP" PO/VL> A/0. G 208 "L7ETA /L EL 202.4" /O SEC 2( 7:" . EVE E P / r ETU2/V A. 54 °/3'27 2000 L. /8.93 a T. /0.24 Clhe's DEOP STA" /2-/8 I3OLJVAR , 574. /3,/6.5 '1 ,e - z5' . 7 /OfQo.B 9 4r ,eT" 08" 8' J "."" .. " " " " " " " " ".......... " " " " " " " " 5 to CONSTeocr Ty A" DZYWELL W /73 .3 ERA! E ! C.e4TE G,PATE EL = 2022.72 ■ STA. 408 "65, LT" 50 BOTTOM OF PO/VD EL,. = ZOZZ.2Z Z ti EC,P= 2025.99 A4C,e= 2025 3 -5CR =202 30 SCR- -2025" 30 MC2= 202544 EC,e= 202538 efTURA/ 3 EETL10/ 4.54 ° /3 Z7" 4.90°0000' ,ea zo. oo ,e= 20.0o L.. /8. L. 3/42 T /0.24 T = 20.00 0 • /00 o N� N *NJN RE - 90000 " ° 0 ,t'=20 L. 31.42 T-- 2 0"00 31.38 31.38 . 0/00 . 0 /00 -R o (47 n Q • �9 0' nA .. . ad . "N ,n i tt N - /QC � ✓. G. Ct'L• ®DE -,S ...... „ 01 / 6 1 lu \ , ∎9: .... "1� 61 1 • " " + „� 1j.. : :..NN �t "N 2 ""." " ". " " " " " " " " ". " " " " " " " ". " "" 3 2030 G U�2�B L //i/E• 2020 co V 0 'SHEET / 3 OF = JOB NUMBER 860 59 20,?Q LEFT Gina 8 ZQI 202 20/ zOzO T Cr../x28 20/ tkt 3 N.9 14i M 11 RE TURN a_90 ° 0000" R.20.00' L. 3/.42 T - Z0.00' 5C/2. 20/5.36 MCR= 20/5.59 ECR.20/6.06 105.00 4 34 -69.00 4 RETURAI . ,4.90 ° 0000 R- 20.00' L., 3/.42' T.2O.00 COVA/TY BM A/O. //5 $. E, CORAIER OF TOP COA/C ETE STEP AT /38/5`E.3Z A/D• AVE. MW/. COg EVE.RGREEA/ 44/17 32 4/0. AVE. ELEV.: 20/3.674 a E"CR.20 /10,0/0 - MC& 20/5.75 .BC�P 20/5. 75 -f 0173 O 1- ti ECR,, 202/.99 MCR- 202443 SCZ_. 2020.34 CURS DRDP5 !o 7 T to #32 5 � 85.W 35' 35 BOTTOM OF POND EL._ /8.8z. 105.00 �ETU,2N� 4. °DOW �= Z0. L= 3/. 7- 0.00 1 CURB Deop5 STA S. to t yy l 85.00 CONSTRUCT TY / /NL ET I/V /METAL FRAPIE GRATE ‘EATE EL._ /9. 2 /E /0 ci& /7.5 STA 6,4-47, LT 38' W Q' _ Z 3 to 5 0' 1 CONSTRUCT TY "5" D.YWEL L W/7 3 F24ME 2A TE GRATE EL., 2/.08 /E /0 cfPE. /7.35 /E /0 "CMP 6..17./0 sTA. +97, LT 38' 4"1'� i /O'G MP k6t7z 7 7' 5q r (o 1491/ 85.00 / RETURN I 0_90 ° 0000 " /2.20.00' L: 3/.42' T_- 20.00 108.00 CURB DROP AT MC2 85.00 44' 44' B CE_ 202/.86 MC 2.202/. 7d 1 ECQ- Z02/.99 .5OTro/ OF POND EL . = 2020.58 "208 FUTURE DEVELOPMENT , f N RETUR .1 :90 °0000 le= Z0 :00' L 31.4Z T- 20. 00 EC2 202530 MC2_ 2025,44 ,E3CR : 2025.3& /08.00 CONST TEM 7 ROCA' SUMP 85.00 3 CURB I7eoP 9 AT BC,e3`EG2 85.00 5 o 4• 02. t.0.200 1 PD , 6 COAI5TieVCT TY. 1 INLET STA.' +�9 2T. 25' I W/ METAL FRAME! GRATE GRATE EL . .20 /9.34/ E /o "c' ia_ 20/8.09 ,$OTTOM'OFPOND Va. 8 1 EL.= Z019.34 _ � - BOTTOM OF PcoR/D Ale .7 EC. = 2025' 73 11 94- 7 L 0080 10 .G G 1? TUR/V .90°00'00 R =2000 L .3/.42 T= 20.00 /3 2025.30 MCR= 202545 EC,Q= ZOZS. 99 108.00 85.00 OZ/l/ R Cllg5DeoP5 STA -5- 9t 85/ T /Df0/{ 1 85.00 ROAD NOO °93 '00 "5 EVERGREEN / T sec 26 725 At R. 44E... ,EETURA/ d .90 °0000" R.20.00 L =3/42 T. 2000 ECP=2.03a5/ NICe_. 2029.57 OCR:-.20Z8.89 102.50 69. 75 BC? 202889 Pick'. 2029.29 EC2_ 2029.45 RETURA/ 9070000` R.20.00 L31.42 T. 2000 1Z /2 1 3 5 (' 0' ,Erthe J .90 °0000" R =20.00 L =3/.42 T.. 20.00 - - -- ; B /2- ( 75.00 EC,P 203/. Z3 /j9C.P 203042 ,;0202945 /2ETURLI L 90 °0000" K.-20.00 L =3/4Z T. 20.00 13 /3 1 - 1 Mc,2.2030, 7/ ECR= Z03 /.23 102. 0 1 /4 k a( ....... .072 ' .. f 0700 0 r'U 7.O LEFT cues Z040 040 2050 R /GA/ T CURD 40 4 ® El MEM C NOME al) 0 ® ® W E E. L5 CD C. 1 y w CM CD LO o LO N 20 20 20 / COLJ/VrY i No. /15 S. E. CORiVEP OF TOP CORIC,'ETE STEP AT 13815 E.3Z4/l7. AVE AIR CORP. EVES (EA/ AA/D 32 ao AVE. ELEV.= 20/3.674 2/ X x ��aRAOE D /TGf� TO O,e,9/,/ To OAYL /aHTATM //V SLOPE c O.o /o N N 2 1- N • k 100.00 . L3CR- 20/9./6 MC,e_ 2020.2/ ECe_ 2020.41 N NO N N m N 'PE Tog A/ 4 - 90 °0000' R.30.00 C= 42.43 L.47/2 T.30.00 CONSTRUCT TYPE 'A DRYWEL L W /Ty TYPE 3 FRAME GRATE GRATE tL._ 2021.38 5TA 7i'59 RT.' 36' .... ...... 3 5 O' 'czt /t9OU/V Tq /AI 3 f-6 9. oo ,4 /N57?ILL STREET ;/6/V 5 /G// RETURN .9o-o000" R.3000' C _4Z.43' L: 47./2 T.30.00" .o110 95.00 ECR= 2022.79 MCP_ 202/.87 SCR_ 2020.4/ .0047 1 BOTTOM OFPOib EL . = 2020.58 0tn 0 m ... . N 54.85 -4; COA/STRUCTSPEC /AL CU,C S /DEW,4LK /NLET5 1 1 1 1 54.85 "208" DETAIL ( 16 - EX /ST. 4C. P9VEMEA17" 0 0 6 003:3 1 I'1 WE IN 0 54.851 32 L oT 7 _ ,7 WOO ° 4300 F ,a EV I -5 CONSTRUCT 2 SPED /AL CURBrS /OEWAZA /NLETS 57,45 71-96 7 4 g,' 4 _ /96.30 m A 54.85 FUTURE DEVELOPMENT o� N - 0081 N N N N N 0 54.8 SEC. 26 7725 AZ R.44 E, . 00(o10 20(5 79,. 30 7/ G /e UI r. 0 0010 r N (� 5eace2 06772/26-&. t? l/r7zC /e itsf 61/az+ 69-7/v/ire-A, beak ago" ag/Gk, ,e.gek g ke i : /7 - 46 aelie.6_a_ } i d d ea h ,Qk)/ ye 4 b4 CJ We /lam /Me d bi , ® 1 X 08 pa,:( dignygek, 5 ec), 2 Sate,., 20 /Yo e , 5keeeh 2 #4 - 4 1 //i /s , 1944E Fu-le y2 ew FiLed ,t/rae4ed 26 /0 4Th/ EVER6REEN PO/ Z8 /0 0340 ...... m ..... 0 ' 4 /1 54.85 I/ , 4400. 1 92.50 1&: 2034,73 /VCRe.= 2035. ECR_ 2'036.39 N /ms f 'k 4, DN6� .,, Mee /e2 /j ,o //k Wes ea‘ /Z ,g ,4 w4tAbka, ADD ITOiV -Ali 7 12 I?ETUeAl 4 = 90 °0000 .. K_ 30.00' C.42.43' L >47./2• T.30.00' 0 ai .... ..Q42'.O. ,05.20: :Fs: kit N N N 3 izz-de 5o' Lti vc :...= .O:4?.8 ? � 0 (0 : 0:s 0 NN N /3 x,06,0i,6 /247550 ,/4 RETU,eLV d . 50 R. 30.00' Cm 42.43" L- 47./2' T= 30.00' m 92.50 T• ECR_ 2040.93 4l MCA =2039. /8 /3CLP_ 203743 N 0 b` v /4 0350 ....04:0, Q. D' .. 0 O \►' : : N : , I.. 1.0. .. ► 1) .., n ', \.)..§i.• .. §i. m o p• • \T � • • N: -.. to O N .. N ka :. t: 0 ,x040 50 w J U N • N M 1 hoN el N W caw cr) a L O c 001 Cv) LO (� SHEET J OF 9 JOB NUMBER 810059 r.a• prohibited. 4-I 0 r) SW CORNER SECTION 26 lt4P� 11'' �1i�1'�I r a i,':41f irC {l, ?r T om. ;1f2-; g isa t 6�n t: r� `tiri.Lc [11(11 3 1End „r -crl f_ G,E�1 k. I ire 0 Hy:ir "ant., i'1 /5"'w 1.:c6 :9F O1 • Fnd ;ail in•.Face of P N I r1Ji i 1 w' t a/1 7f,6 1 ni i'. Isle : 0 0 .4 0 a) z d• 155.00 °- 100.00 4\ 6'.r/o" ur /L. ESMT. \ \ 1\ 0 1 1- 0 0 u) /2,157 SO. FT. 0 01 u) N00°43' 00" 5'x /O' UT /L. ESMTS. 130.00 0 O W 2 0 O 14700 SO Fr. 2 N00 °43' 00 "E� 130.00 1 ° v 3 o 0 -1 //,700 SO. Fr 2 0 0 CO DRNG. ESMT. s 36' N00 °43' 00' E o I 130.00 L I 36 0 4 0 • h • 0 / /, SO FT. o 5'x10' UT /L. ESMTS ` ` 1 N00 °43' 00" 6, , in `io 1 O 3 O 0 5 0 • 0 /3, 000 SO. FT. p 5 UTIL. ESMr.\ l 130.00 uA 0 SOO °43' 00" W 130.00 NOTE Q// Lots are Subject to 5` Wide Drainage Easements Reserved along Rear Lot Lines and Both Sides of A /1 Interior Lot Lines. See Dedication. 25 25' 3 0 0 N 0 z o4Js: 0 m N 25'25 N_ cr at CP N v' LOT 6, BLOCK I -' 'N I' WIDE STRIP O Inland Pacific Engineering Company South 25, Altamont Spokane, Washington 509 535-1410 • in N ANDERSON, Deceased', and WESLEY B. ANDERS , MARIE E. NYHOL ANDE e caul .1;o he p1 aed .� s 61 lands , to -0kno1•an as EVAGR :4 `:*,: , k ';� T,.:anc i 5 of Tra .., . 2f '< 226 and 241 of VERA, per final pla Volume "0'... { page 30, in the Spokane :County Aur. descri-bed.as N kfif' T IVI .■ 8 I Ali - 95.00 -- 0 /4682 SO. FT +n ESMT. 1_N00 °43' 00 "E s 1 125.00 125 O O 2 0 /1,250 SO.. FT °) 1 5'x /O' UT /L. ESM75. 10 N00 °43' 00 "E 0 0 U) 0, O 0 0 0t idio 125.00 0 ° 3 0 O 0 • 30' 14164 50. FT. m v DRNG. ESMT. Nom- 105.00 - 0 0 .17:) 0 r 0) 'co z 2 i N 303.00 C'� 69.75 L__ 85.00 0 -DRNG. 4 :- �5'x /o' ur e 1 25' I ESMT. O ESMTS. 0 I __- 1 O O 2 0 0 0 O l/, /33 SO.FT.N in /0,625SO _• N p ° N ° z m '" 0t z z 1 89.75 85.00 po i• /•T 1 - 54.85' () 1 . N00 °43' 00 "E 3 103.00(R)ia 0 5'x /O'U77L.ESM75pC I ,572 SO. FT. ..-. ° /2 r) 25 '� o25 ~ DRNG ESMT. 35_M m z -- 108.00- 1. - '0, z BOLIVAR 0 3 o ° N /O, 625 S0. FT. ° 85.00 DEDICATION KNOW EN BY THESE PRESENTS that the Heirs and Devisees of JESSIE A, and HAROLD G. d Streets the. replat of portions lereof recorded - i ri Off ,i ce Beginning at thence N.00 ' 00 'i; �.4 1 th t 1 1 ' RV : 1 r r t y,! is E d �r. n e• t he11 ' rl x{ Vie, �a,: HE :. a di' ' t . di st. '»« : =g'rE, " ' +BOO :feet; .th e N.89 37'00Y to saz'� `ra erlv'marcrr:rt 'of.:Eve>~<lreen Road th 1 said'easterlY of 1212.00 feet' tO t kSpu t Comer of sect i otl ' 6, 'T.25 N., .R.44 E a ong < the e Wes h o f sold Section and: the ct:ntc•' �ad a feet d z �`� a 1 S. 1 :'[ )() t ' 1 ,� 1. :rrC�' N�g'di a4d7 LW+',,�' -... ^'�Si�� "a. �+.: Situate iri ..the County of Spokane, State of Washington. And 'they do'.hereby dedicate to publ'i:c use forever the,streets- and roads shown within th s plat, including additional right of way for E elreen Road ,rs . Shown: , "Lot 6, Block ,:t andLot' '1 ,and Lot '. Block 4, being f • ,•:axe �•�: Road and 89.00'. feet; Ertl" a w ' 4.5(1_ feet.; 'W a f 0g et. g e Point ')f he �, ried i sated to Spokane " ° r road purposes forever,, dtth rights of way, Or until F r,E ss p , `� are rec p i red ppro ;° a the Gaunt v:erg, ".o' d is` herby The ub l i c water system, _pursuant to the 1 approved by County And State;Health authorities, the local fire CpUrty 8'uilding Saf--l.y Department and water purveyor will be installed With this plat, and ine subd1v will provide for individual domestic water service as r'we11 as fire protection to each lot prior to sale or each lot and prior to 1:suance of 3 building permit for each lrtt;. Use of private wells and water sy,; ems is - ')i oh 1 i' ., rl. 1 :'!aLer service for this plat shall be provided in accordance with e1 .System plan i )r -$1)0k41]:: W �iir =Nl►� Z r/ ^I Irk -I ) TIr1Ni V 1. V fr W 1 ♦ \.. 1\ 1-1 N1 L. L" I 1 I V I �i AnrNI Q I 1 1 ( 1 1 I 0 L � M `� 1.. - --1- -- 1 I 1 - N00 °43' 00" E 1212.00 /27.15's -- 196.30 - - - ; - - .3 54.85 2DRNG. O `Q ES MT O O /5,376 SO. FT. n /6,358 50. FT. I /6,358 SO FT C /O'UT /L.ESMTS. CO 5' WIDE UT /L. ES �� ' •, p t o 14 54.185 12 N. /6, 358 SO. FT 2 _ � O 5'x /O' UT /L. ESMTS z `5 BLOCK TWO cv' x o 0 f " \ , N00 ° 43' 00" E N00 ° 43' 00"E / d 1 at 1 103.00(R) 103.00(R) N 0 a 0 0 o Q I © o � 8 ° 9 `, M /2,572 So FT. o o /2,572 SO. FT. M 2 5 ' r' o25 M 44 DRNG. ESMT --17r} "' M -.._. f*Y Ni COr.. 5'x /d UTIL. ESMTS en \ I 108 .00- 52 12 - 108.00- - i0 -i'd, z N 306.00 I v ROAD N00 °43' 00 "E 909.50 -- 85.001T685.00 -19 -1,0 2- 85.00 -- 1� Ni3 __�� ORNG. 5 '5'x/0' UTIL. 1 ESMT. c ESMTS. O 5 ° ° 4 0 0 N /0,625 SO. FT . N 0) 85.00 N /Q625SQ. ;1 BLOCK 85.00 99202 BASIS OF BEARINGS N00 °43' 00 "E 2660.09 - - - 196.30 5' WIDE 0774. ESMT 0 Q 6 ' O 0 /5,376 SO. FT. IC /6,358 SO. FT. � -'' s `, t ,F -4 ORNG. ESMT. ?\ \� C5 N S00 °43' 00" W 1004.50 Subject o ic T ry r'" 1 1 \ 1- \., I 909.50 / ''' ! 1 ' 3 DLL CA CI 90 '''00'0 01 ' O81' 1 C 2 `90 "00' 00" C3 ... .49°59 1 41: 1 I/l 49'5941" C5 60'00'00" t2,'i.? 1 U,S 20, :00' 20.00 50,Q0 ;i0 +00 L1 - G'l TAN' 47. 30 0,0 31.42 2i.) 1 1 '7.45 9.::3 - 43,6.E L3nk)l r . 6 23 .R7 7 12�4r' 7 16."10 NS 42: 50 . ()r= EVERGREEN ROAD 54.85 0 O O L i; 0) O 5' WIDE UT/L ESMT. 'N00 °43' 00 "E 103 . 00 (R) O ° 13 ° /2,572 SO. FT ' O 29_51 -DRNG. ESMT. "'2 c2 -- 1 - o 300.50 \ 85.00 QF �0 85.00a iS �15 x85.00"X.:1,52- 85.00 -[ 5' 1495E um 4§4 /O'UTIL. Ni 3 -_ 1 - ORNG. 3 �5'x10'U77L. n 3 ESMT. O ESMTS. O ES MT O ESMTS. 0 0 6 °0 7 °0 8 °0 9° '1;10,625 S O. Fr i i n/ 0, 62 5 S O F T. N Y n. /0625 S O F T. N u) /0,625 S O^ FT. r N N N N ° 0 ° FIVE z ~ z z 85.00 85.00 85.00 85.00 IA v a._. I \ I - A in N 92.50 \ 1 I6 1 O //,444 SO. FT. 9 tn N00 °43' 00" E 1 O 122.50o 5' x10' UTIL. ESMTS 0 15 i0 0 //, O 2 5 5 0 . FT. ° DRNG ESMT. N00°43' 00" c t 122.50 111 11 ° ( 4 0 • ° 14 0 0 /0,939 SO. FT, 1 5'x/O'LIT /L. ESMTS 1 - 102.50 - 69.75 \ 0 10 0 ut / /, /33SO.Fr: 9 N ut 5 0 0 N 01 z 25 0 0 m m 5'x/0' UT /L. ESMT 25' 25' 89.75 0n No snore than one dwelling structure shall be placed on any one lot, nor shall ( l e i for purposes of creating additional lots , any lot be further subdivided o the u pose ng P 1 first filing r l t WARN I ownerships, or building sites wiahot t fir f 11 ng a ep a NO * Until property to the south and east is subdivided, agricultural pursuits exist that may cause odors, dust, sprays'and noise. Drainage .ea as ; platted and shown hereon,` lying adjacent to public • ri ghts -o -way, for the purpose of installing, operating, and maintaining drainage swal es. and drainage facilities .to .dispose of runoff; are hereby granted. The County of Spokane is hereby granted the right of -ingress and egress to all drainage easements adjacent to . the {public , rights-Of-way: The property owner shall maintain the drainage swale with a permanent live cover of l awn turf which :does not obstruct, the. -flow and Percolation of storm drainage water in the drainage swale as indicated ori approved: plans of ad inf o each � tr is T •:.owner or hi: re r se t� .iv. shall orm ,lacent s ee The property property, t o s ,. p >a n t h succeeding purchaser of all drainage easements. on the property and his ' responsibility for, maintaining.. drainage facilities within Said easements: Spokane "County will maintain..ttie. dryivells an Cculve t s., a on the appro.ved roa'pl.ans, located easements um arid 1 s•0arice Of perrli is by the >Heal th eayst m, ,may he auchorized4 The lthorize the County to place their a ULID by petit C ,\M x ` Pu, �r t to ers, t proper ,' �r. r �1 ,,r o . . ainst the ' [ ' ' °d ,a€ hi h 'Inc1 4Y• r. connection to future area -wide collection s+/semS• ' Ea`sement's for drai nage are al so reserved over a' five foot (-5 t t r l p al or g each side or interior lot lines and over the. rear five feet (5' «11: -ash l)t. Within these easements, no structure, planting or other material shall be placed or permitted to remain which may change the direction of flow of - age channels in the easements, or which may o i, }'• retard the fll1V( ' q � , water through draihaee , `le l -; i ,ts . { . 1,t m.. t cacti lot 'and all improvements nL' i n i , ' ., , l' <•:l!' the C,(-1 ! +' • :. j r .. • ::,`r.,ept for those improvement::: ri'1 1:: ; a r 1J '• responsih'''- S.89 °17'00 20.00 _ �_ ♦« 147.50 _ _ '" 1234.09 b 1• 14- T. P.O.B. 92.50____ 14' OF ADDITIONAL R/W I \ I 0) f 1 1.1 FOR EVERGREEN ROAD oz 1 ° 0 9 /1,444 SO. FTI cn • O In to , O RNG. ESMT I - OD I l`T00 °43' 00" E (U 122.50 031 2 00 • °m) /1,025 SO.FT 5'x /O'U77L.ESM7S.CO g000 °43' 00" E w D id I 122.50 W > o I 3 O Q J o • 30 /0,939 SO. FT 6 o = I --- 'T DRNG. E 5 , \ 1p co i N 102.50- f y‹,"4 • _. � j. -DRNG. ESMT. Nd o o +� m z 1 0 0 11,789 SO FT M o BLOCK -`'1' FOUR 1 95.00 W 0 0 01 co V7 • N 133.75 N /S 1' WIDE STRIP N00°43' 00" EYn / 6®o ' ti 1 o � �,, w •06 F O • I 22 I 0 0 N o(% or -4 co Uf O LOT 2, BLOCK 4 I' WIDE STRIP LOT 4, BLOCK 3 W1/4 CORNER SEC. 26 C A 1_. Individually WESLEY B ND PEON , and as Authorized CO- executor . af the Estate of Jessie A. Anderson, deceased BEING A RE PLAT OF PTNS. OF TRACTS 225, 226 241, VERA I N THE SW 1/4 OF SECTION 26, T.25 N., R.44 E.W.M. SPOKANE COUNTY, WASHINGTON SEPTEMBER 1986 'HAROLD G. ANDERSON JR. Cfcltaa l'y EVERGREEN POINT SCALE: 1 100' End Monuillents as noted mommis o Set 1 /2" rebar,w /yellc1w plastic cap l . (O tE ;1 8091 " :at a gl e poi rit s i n boundary O Set 1 / °" r w /ye11ow plastic t;ap "Ni4ORE 18091". as centerline monuments after installation of im1:>r'OVements 7-- Set 1/2" 'rebar w /yellow plastic , ct - lp . "MOOR- 181191" at all . lot turners The BASIS OF BEARINGS for this map is the bearing of N : 00"43' 00 "C , on the west' iirlo of the SW1 /4 of Section 26 (center- line of Evergreen) per final plat of MOUNTAIN VIEW 4TH ADDITION. FINAL PLAT OF SllRiV€ YORkS CEP'fiFIGATE 1 Is map (O1'1''( :t y Represents a SIU''! "7 Dade by • rile or t}ndov my dji -ecti ;n in ,, t frmance with the requirements of the Spokane ,County Subdivision Ordinance, LXw!neri and approved :his Patrick .J, Mooro RLS Certificate Number 18091 COUNTY L'TII_I DEPARTN1El1T_ day of 19 f 02 • E:> Iai ned and approved'this: �. COUNTY PLANNING DEPARTME NT rtni ned and approved this day of Ex • E);aiailied and •approved his This piat Was approved and a County, ' Washington, 01:1 this • ilal.I..1:ir'1, Spc>k..•.' ..C... ' Commissioners i. signers COUNTY:` TREASl1REl't I do hereby cent i ( ..Ui 1: a t-1xcs whi;ch:'have be en le vied and b ecnme Y char a air( tho`1 ind:. ;I ,i: n 'tihis.mip have beer( fu1'1jr pa1c1 day o , 19 miined and ;approved this 5 utility +'.11 ?",•' 1 . • ; x• i r^ /t x i �" � i -, J foot (5' 1 1 •f ., . _ r1.......t :. , . ' 1 {!, t, 1�1n'?. ,Cln are llt:_ �`s) 'Five foot by : ten 'foot (. �s10 } at � �. , e her co 1 • s • c 3 • and ' �.' n :. A . - e l Y granted to'Vera Water & Power i)7.,tr��+. �..r.l Pori I , 1(. 11... tnr�1~si: li...l. An additional sly: foot by ten foot (6'x10'.) at the southwest corner of Lot 1, Bl lick 1, as shown hereon, is also hereby granted to Pacific Northwest Bell. A five foot 5' . wide easement adjacent to all public right of ways, as shown hereon, is hereby granted to Washington Water Power Co. IN WITNESS WHEREOF the said owners have hereunto set their hands and affixed thei seal (if any) this clay of , -lt)� MA E. P YH Individually MARIE J OLM I duall , .v and as Authorized Co- Executor of the Estate of Jessie A. Anderson deceased STATE OF WASHINGTON) Director Spokane.Counity tltiliti 'COUNTY ENGINEER day of Spokane t)7r cl or, okkane County - P1 1nirir Dopartn!1 r it COUNTY HEALTH DISTRICT day of f lr po l;arrr� Couni,ti // I!eitth Off COUN ASSES5t)R d ay c)f Spokane County ;Assessor. by Deputy COUNTY ) 1.1I` SIONRS :cepted by the County seokane _ day of ACKNOWLEDGMENTS On this day of County Engire,r okane County Treasurer 1 v s 19 before me t e' undersigned, a doar s 9 h e � Notary i �7 r T OF SPOKANE Public for the State f� to n COUNTY C u � 1n and o e a e o Washington, t '7 ? rs: r WESLEY ANDERSON personally. Appeared B, an d PV\KIE E. NYHOLN to me known to be the individuals described in and who executed the within and foregoing instrument and acknowledged that they 9 D � 9 signed the said instrument as their free and voluntary act and deed for themselves and also as' authorized Co- executors of the Estate of ESSIE A: ANDERSON, deceased, "and on oath stated that they were authorized to execute sa id the instrument. GIvb.N. under ••my hand and official seal the day and year last above written. STATE OF WASHINGTON) On this day of Notary Public in and for the State of Washington, residing at Spokane . , ss 19 before' me, the undersigned, a Notary. K Public in f r•t State of Washington, COUNTY OF SPOKANE � u c and o he tat. Was ng n, personally appeared HAROLD G. ANDERSON, JR., to me known to be the individual described in and who executed the wi'th'in and foregoing instrument, and acknowledged that he signed the said instrument his tree and voluntary t d d f• r e sal as s .e ar i act and deed o the uses and . purposes therein mentioned. GIVEN under lriy and official seal the day and year last above written. . 19 Notary Publ is in and for the; State of Washington, residing at Spokane itircokt TOP OF D/ KE /41' /41/M0M NE /GI-IT OF D/,C-E TO BE 02 FEET ABOVE %OPOF CU26 DRAINAGE EASEMEAIT AS SPECIF /ED ON PLAY TYPE '4" CONCRETE CURB D2A/ (/AGE EASEMEt/T A5 SPECIFIED 6N PL ABC/ TYP /CAL 'ZOB " DEA /NAGE PERCOL4T /OAf 44/0 RETE/UT70il ARE,4 W/771 DRA /N,4GE STRUCTURE SECTIONAL V /EW TYP /CAL "208 "DRA / /I4GE PERCOLATION AND RETEA/TIOA/ AREA WM— OUT RAINAGE STRUCTURE SECT /OAIAL VIEW 49goa TYPE CDA/C2ETE cues NoeHAL GIP 1L2 FLE VATIOA( 1beoPPED GUTTERLG(lE (M(fl! 11 La 1 II ill CO323 DROP - G'P.95 S TVRF /X/5TAL L ED CONCU22EA/T WITH OCCUPAA/CY OF 4WACEAJT HOUSE lt/o,2MAL f O7TE2 LiAIE D,eOPPED G UT7Ee L /NE ASPHALT PAVEMENT NO/QMAL GUTTEEL /,UE DROPPED GU/ it /it/E ASPHALT R41/01E/(/r C UeB D2oP i1/O,eMAL GUTTE'L /NE DROPPED 6 UTTE,eL WE A5P///ALT PA VEME/JT 5 �0 /A. G'L'ASS // 3 /VOTE: S /DEWALKA/VD cues COA/S T2UCT/OAI 5 FT. Opt/ ' /THE' 5/DE OF cues /A/LET SHALL OE COMPLETED AFTER' /A/STALLAT /0A/ OF /A 7`YPE A ' CONCRETE CU,B 24' //. 5 't 4 "CLA5S 'B"A5P//ALTCEMIE(/T COA/'TA /4/ /,UG 5 3 /4 % To G At • 45P//AL T O.(/ 4 " C,PUSHED POCK TOP coU25E /il4CCO.PDAAICE w /TH GV S.D. O.T. SPEC /F /C,7 T /Oi115 _ 2 "CLASS � 'S 115P/,/ALT CEMENT Cox/TA /N /NG 53/4 %TOG /47. ASPNALT, O// 4" CRUSHED POCK TOP COURSE /N ACCORDANCE W /Ty W. 5 D.O,T SPEC I FICAT/OA/5 LOCAL ACCESS 3(F% T2AVELWAY ON 50 PT. 2 /GNT OFWAY 28'TH /1 VE J/IJE 2 9 `x 1. COURT BOL/VAR ROAD BKDOMED F/N/S1-/ SIDE ELEVAT /ON ,5PEC/AL CU1'6 'J: S /DEVS/ALK INLET WEST /'W + 4 L J 4 ° 1 u u z. a ( 'ti E cs cc 4 o""q 3 N 4 m 2040 /2 /6NT CUR'S 203 2.04 2030 2 LEFT cuIea 2030 • 4 M 0c) V 1 0 COUNTY BM No. 115 S.E. CORNER OF TOP CONCRL it STEP AT /38/5 E 32 No. AV,E. e..WCoe EVEP' AND 32 RID Ave. ELEV.= 2013. 674 1- vi n 0 24' 34 A im ECR= 203639 _ 0 BCR_ 2034.73 REURAI 4 4.90°0000* R= 30.00 L_47.12 T_30.00 ................... ............................. .................... a : . ... . . . .. ...... Of54, :L.T. 9.> / CR:OWg : :: . . Et. 5Y .. 2.0.313. RC / 1/RiU 4.90 °OObO" fr R. 30.0o L = 47. /2 30.00 1 BCR_ 2040.93 MCR= 2039.18 E CR. 203743 6 5.00 O, CURB eoP `^ STA51 tzZ T1f3(A. 65.00 MCR 2035 8 0 "Z08 DETAIL tti ....... L.. /8' E VER6RE EAI /iVT RETURN D= 90 °000b" R. 20.00 , L_ 3 /.42 5 0 T= 2 0.00 3 G' vP SEE • I�} N BOTTOM OPP0AJt EL. 2033.58 3 ECR_ 203/. 2 NCR- 2030.7 ,602 0030.51 70.00 90.00 T11.. 4 VENUE A a ae °g ,v 89 71 vow CU,ZBDROPS 2423 D 90.00 70.00 1 ,BCR- :2030.51 o MCA? 2029.57 ,ECR= 2028.89 EVER6gEEAl PO /NT RETUR'1■ 4.90 °WOO' R.00.00 L. 3 /.42 T.00.00 mei 3 47- OUJF .. /5::0 . .Y. C. 3 +34` CURB DROPAT EL',e' N. .. • 150 1! C. RETURN A.90°00 00- 20.00 4=3/. 42 T. 00.00 r /05.00 ,ECR. 20 29.70 MCR_ 2029.4(0 BCR= 2028.89 /PETUC Al 1 A. 9�0 °0000" /C s G.Q. 00 L. 3/.42 T. 20.00 N BOTOMOF --_ 1 3/ /05.00 4 SCR_ 203/.23 MCRe 2030.57 EC R. 2029.70 s N .01•30 0 CO 00.5‘ ,S0L /!/A,` 5TA. /34- /4.5 LT. 25' '208 bETA/L (4 3 4-84 0 POND A/o. 6 ,50L /v4E 5T4_ /o706.8, LT 28.8' COt/S TRUGT TY. 'A DRYWELL W /TY. FS.4ME GR,47E GRATE EL.= 20Z46o Cou5TRUCTTY "B" D,C'YWELL W /TY3 FRAME %G,PATE G,eATE EL._ 20218/ 2o26.78 POND i(/a. / CONSTRUCT TY. / /NLET W /METAL FRAME ! GRATE TV! GRATE EL.. 2029.00 /E /0 "GMP- 2027.25 B0/ /OM OFPO/JDNo./ EL . _ 2028.50 BOTTOM OF POND /4.4 •268 DE A/L EL... 2024. /0 SEC. 7" .4 . SEE 0 ,3O g/G.LfT CURB 020 ea3o L •cuea 2020 29.5' 1..zikak , O JVA2 574. /3f/6.5 RT 25' N STA/0,406.8 28. � 8 0 29.5' EVE E'EN 1 ,('ETUPN A. 54 °13'27" X 2000 L. /8.9.3 a . T. /0.24 - u e8 D,eOP STA.. /+- /8 5 BOTTOM OF POMP EL .. 2022.22 V EC/e= 2025.99 4� MCL'_ 202 14 5 SCR =202530 31.38 29TH CT. o 4 COA/5TPUCT TY. D.eYWELL W /TY 3 FRAME ! C,e.4TE GRATE EL. 2022.72 STA. /+ 08.6 5, LT so' ,' , t-, 3/.38 8C,C 202 MCR_ 2025.44 ECR. 2025 : 38 ,PETUet/ ,E 4.54 °/3 ?7" 4.90°0000 R= 20.00 g.. 20.00 L, /8. 93 L.3/42 T. /0.24 / s 20.00 . /00 Nr- N _ 0/00 0 /00 RETURit/ 4 90 ,e_ 20.00 ,T= Zo.00 _3 +3 0 U I u Ln ::;- t � nt 0 AN .. N.... ON sr A 0/1 e0 ................. .. Aso, �s fit x. ..... ........................... 2030 GU,2AB U't/E 2020 w 0 • z 0 m W w o o c. 0 ® c razzatUC g 1, E _.... .....n. L N� 00 co to c L tzt Qt- o L L 1 14 -1 ILA V Q Q e ms® 4 4 0,1 20 ,E LEFT Cue 8 / 202 201 ZO2D e /GN ct/R13 201 3 s. `e6 0' RE TUR41 = 90 ° 0000 ° R. 20.00' L_3/ 42' T.20.00' /SCR. 20/5.3 ' MC le. 20/5.59 - -- ECR_ZO /(.0( _ I 10 5.00 _'4 1 3 f69.00 1 4 4 RETUC A/ A:90'00'00 R�20.00' L.:31.42' T.20.00 o/ t 0/ ri 69. 1 EC - - -- - /VICR- 20/5.75 5G,e -20/5. COU1‘/TY BM R/O. 1/8 S. E, CORA/ER OF TOP CO /CRETE STEP AT /38/5 E.32 A/D. AVE. N.. W COR. E VE 'GREE/V 4iV0 32 A/D. AVE. EL EV_ Z0/3.674 t 0173 • B s N 3 -4. 0 ' lit N 0 5 85.00 • N. r 35' 206" DETAIL ECiC'- 202111 MGR:: 202443 BCZ = 2020.34 5' BOTTOM OF POND EL.. 18.82 105.00 1 CURB CURB DROP5 6,- /S T 6 432 f72 .0• 6 COZB D,PoP5 5TAS. !o t 1 / 1 17 4 "/ 645Y-fizz 6 16 FUTURE DEVELOPMENT 11 4747OR 4. 90 °GDGb g_ 20.00' L. 34,42' T_ 0.00' ,/ 85.00 I .w ; 85.00 m CONSTRUCT TY, INLET W /METAL FRAME&. GRATE ('RATE EL._ /9. 2 /7.b 1 A STA G�47, k /0"C 3 5 4- 02.00 fo 0 w t 0.200 t. 0:2 0.0 N CONSTRUCT TY "8 1,2Y1/VELL WAY 3 F ME? a ',2A TE GRATE EL.,: 2/.08 /o cMPE. /735 /E /0 "CMP S..17./0 STA. +97, LT 38' 7 - 7 IRETURN 4.'0 R.20.00' L . 3 /. 42 7; 20.00' 03 44' 44 BOTTOM OP' FWD 2020.58 '208"D ETA IL / 0 8 BCE 2021.86 MC2.202/ 78 1 ECQ= 202/.99 /0800 CURB DROP AT MCR 85.00 3 o ' Z4 '006" DETAIL 1 . . .... . .� o 8 bo Z. CONST TEMP. CURB ,DRoP / ROCK SUMP 9 AT SCR - Meg I - P0A/D8 1 COAJ5TelleT TY / IAILET STA. 6+57 2T 25 1 W/ METAL FRAME /i GRATL I C4T EL . 20./9.8'1 /E /0'0M1 20/8.09 ` 9orTat1 OFPoMD 8 EL. _ 20/9.34 ▪ BOTTOM ,OFPPA/DNo.7 EL.= 2025 • • La 03 rV� N l0 N RETUR 4:90 2_ 20:00 L =3/.42 T. 20.00 ECR. 2025.30 MCA?_ 2025.44 ,3CR _ 2025.38 /08.00 85.00 N 4 _ ..... � 0 85.00 3 5 0 ORBDeOP5 5TA5. qt Svf .0 /,2 O4' 7L 9 4- 78 v v 0 i0 ..... . 006,0 ,.. 0060 10 EVER GREE PO///r 85.00 O RETURA/ =90°0000 R. 20.00 L = 3/.42 T. 20.00 /3 f,P_ 20Z5.30 MC/2= 20Z5.4,5 I ECR= 202591 108.00 4' BOL /VAR ROAD 85.00 EVERGREEN O //v T 1- 0 O nl /001! I('ETURU d_90 °0000' R.20.00 L. 3/42 T. 20.00 FCC? 20345/ Ce. 202'57 5CR_ 2028. 9 102.50 NOO °93 '00 6/. 75 .13C R. 202889 _ /M1CR_ 2029.29 EC 12. 2029.45 RETURA./ 90190'00" R.20.00 L 31.42 T. 2000 N - . ' ik o N NJ' IZ ,/2 tn • N :N0.( *) N N ... .. • N. •N N 3 5 0' . N 13 RETO€/J 21.90°0000" R =20.00 L_ 3/.42 T.20.00 BC,P_- 2030 5/ /VCR -2030., 7/ ECR_ 203/:23 /02.50 /24 /3 �9 75.00 ECI€ 20.3123 203042 4OCZ2029.45 2ETUR(./ 90 ° 0000'' X00.00 L =3/.42 T. 20.00 O 250 v 0 1 14 /4 0 N 1' ::.::: f.070C) .. . 00 1- 1 f- 0700 TtFy a; HRS. Cr► 20 LEFT GU,2B Z040 05 0 040 Z05Q R /GHT CURB 40 ciN 0 N i m C v t fa : I T c. y GON.5 TR UCT 22 SOEG /A G'UA'BT /NGETS 57A5.. 7t 9� 1 g t .0g r 5 /OE % r 100.00 SCUP- 20/9./6. /4c1e_ 2020.2! ECiP_ 2020.41 eErae A/ 4.9010060" /2.50.00 C= 42.43 Z.47./2 T -3000 95. /N5T.9LL ECR_ 2022.79 STREET / 202/.87 T sroP BeRe_ 20204/ 5 /6iV RETURN 4.90°00'00" R_ . 30.00' C =42.43' L_ 47./Z T . 30.00' 54.65 BOTTOM OFPOA/O EL . _ 2020 ,IDD1T /Oti /2478.50 20 . 20/ 2.20 20 / COUNTY BM Alto. //5 S. . E. COIWEP Of TOP COA/CRETE STEP T /38/5E 32 A/0 AVE A/.W CO' EVEgREEt/ 4A/0 32 itio AVE. ELEV..: 20/3.674 • CM/Sal/CT TYPE '"A" D2YWELL W /T/,/ TYPE 3 FRA/7Et'A ri. GTE '' 6ZATE EL. ... 202/.38 1 5TA 7#50 der 36' 0 U /V T1 //V 3f6 t.. :290 e • : 0 N : "o' I. N•� • • 0: • N .......:.. �: :::: :. � N � 0 1: .,0/10 • I. :: 0047 0 •• 1 05 :3 CDA/STRIX /AL C(JI'B S /I? W4LJ<' /,VLET5 O N V/ /E W /96.30 54.85 LOT7 - EX /ST.' A.C. PAVEMEAIT 6 A/004300E -p �-► V . E - 0081 I• M SEE / FUTURE DEVELOPMENT 54.85 0 7 N � I Q a ,+n O 14.4 W ............................... ............................... SEC.26 7725.041 9 9 EVER6REEN P0//1/7- . /9.30 /0 4 Ty // 54.85 _ , ---- _ --____ 92.50 f3C.P= 2034..73 MCe, 0035.30 ECR'_ 0036. 0.400 .0340 .0 . O Ir 'F O :: P 9 - 1 eETIJeA/ 4.9'0°00'00 30.00' C. 40.43' L.47. /Z 7= 3000` 0 92.50 >- ECR 2040.93 44 CR.2039. /8 a / 13C,P= 203743 2 ® 0 CO 4 = 9 0 '00'00 - i'. 30.00 ' [` C.42.43' v L= 47. /2' 7-30" 00' /NSTALL STREET STOP 5 /GA/ 0400 0350 : .. -0 h kJ \ � 0 00-0 ® � s ct cc NCI 00 JOB NUMBER 84059 ll/L.LI Ll►rr l TOP OF DIKE 1 11 ►/ TOP OF DIKE 3 Q ►1 0. 2 77PE'A" COWCIE7E CURB DRA /NAGE BASE/YEr/T A5 SPEC /F /ED ON PL,441 Al /,V /MUM I/E /GNT OF DACE TO BE 02 FEET ABOVE TOP OF CU,2 3 DRAINAGE EASEMEtIT A5 SPECIFIED OW PL.LW 7vr OF GURl3 EL E VAT /OAt! PEA /NA GE 5TeLCTURE G RATE 3 1 LO TYPICAL TYPICAL "e0,8" DEA//t/46E PEi2COL 4 TiVAI RETEA/T /OW AREA W /r71 DRA /NAGE STRUCTURE SECTIONAL VIEW 0. 5 TOP OF CURB F L � V, T /ON 0.5 '1(( 1l1tii L TYPICAL 70 8 DRAINAGE PE i P CO L,' 4 T/O l J AND RETENT /OR/ AREA W /TNOUT DRAINAGE STRUCTURE SECTIOAL VIEW O z' 1l DRAM/AGE ST,PVCTLL€E WITHIN271,11 momMm /1/, m . q' LONG ORoP iUNLESS OTHER /5E SPEC /F /EO TYPE ,; u CO ICRE7E CURB MO,PMAL 601 7 ;2 ELE VAT /OW DROPPED 6O7TEKUWWE 1 " O.5 0.5' 1w 141 1 ;1111(] 1 111 CURC6 D,e0/ SECTIOld A A TYP /CAL CURB DROP II X1 ' TgF /il5TAL LED cONCORRE,uT W/T / OCCUPA•UCY OF ADJACEUT HOUSE 3 / ►1 1l11 1►1111 11 1 lt/ORMAL cO7TE,P L /A/E DROPPED GUT /LPL /NE ASPHALT PAVEMENT /0 ' v z6 ) 7 (ALL OT'/ER) 3' rl / z= AS/I./ALT PAVEMENT 11 --/JI /V1AL GUTTERL /.VE DROPPED 6U775/L /NE ASPHALT PAVEMENT CUE'S DROP AIOQMAL G OTTERL /NE _ DROPPED GUT TEZL MJE A5P/IALT PA VEME • • o d • r e � G C • b z "TVP 33.5 if 4, END ELEVATION 4 , Z -o EAST 3 - -777 TYPE" ES' GOA/CRE'TE C€1.28 3 /O //o MEsN /N BASE 6.5 #4 8A25 @8 "OCE.W /it/ TOP 4 G,€'Ass // 3 /VOTE: S/DEWALKA/VD CURB CONS T OCT/OIL/ 5 FT. Opt/ Em--/E ' 5 /DE Of CURB IA/LET SHAL LOE COMPLETED AFTER' /A/5TALLAT /OA/ OF 6' cad/c. WALK. J RW 5.5 2% TYPE "A CO/t/C2ETE CU.B 34' I 30' 3 =9" 04' Z __ 5 LOS oiii ,i v iiiiiuii , iisiiriin riiiiiiiiiiii, 4 "CLA55 . B"ASP/II LTCEMEJT COJ/T4 M/ /,t1G 5 3 / 4 %TO % 4 % ASPHALT, OA/ 4 " CPUS//ED ,ROCK TOP CO1JRSE /A/ACCO,2DAA/CE L(//TN GV_ S. D.O.T. SPEC /F /C.4 T /OA/5 . 25' EVERGREEN esOAD PLAN 7=G" /lf LOCAL ACCESS 3C FT Tr4VELWAY ' OW 50 FT. R /GNT OF WAY 28 at AVE/GE 29 T%/ COURT 30TH 'COURT 3 / 5T AVENUE BOL / VAP STREET EX/ S T/NG ASP//ALT p.5 2' - CLA 5S B 45P1/ALT CEMENT COX/TA/All/VG 5 %TO /47. A5P1/,4LT, 0/14 " CRUSHED ,COCK TOPCOU25E ACCORDANCE W /T!,/ S PEC /F /CAT /OA/S BROOMED F /NisH Z " 7'-//" S /OE ELEVATION SPEC /AL CURB S IDEkvALK INLET P.W 2=0 WEST 2W DROPPED G UTTER L /A/.E 10 1/111/11 111.11111117/L2700 NORMAL G UTT LINE DE (/ELOPE,P S APPe O!/4L> 'DM m o c MEM 01111 (n 1 y 0A. ® T- a 00 c .! 2 040 P /GNT CURS 203 2.04 2030 2 040 LEFT CURS .2030 wo Vi 5 coUwrY BM wo. 1/5 5. E. CORNER OF Top CONCH/it STEP Ar /38.5 E 32A/D. AVE. tiWCO? EVEk 'REEA! AHD 32 'tip AVE. ELEV.= 20/3.674 teLl ELeY...2, ?38 f/ 0 :N N••• O N m .RE7ZVRQ =90 °0000" ,e_ 30.0 0 L_47./2 -30.00 1 BCR= 2040.93 MC2= Z039.115 ECR=203743 1 -- 57A51 / V 8 9 77-00-w 1 Z / 8 DROP5 t 23 65.00 EC12= 2036.39 MC2_ 2035.80 Bee 2034.73 2 K RETURAI 16 4=90 R. 30.00 L.47.12 T. 30.00 N 500 0417 1�9 6 208 DETAIL 0 /8,` L VER REEN POINT R,ETURN 4.90 °0000" R� 20.00 L. 3/.12 T. 20.00 90.00 2877-1. 4 VE V UE 90 leak vv /5 EVERGREEN' PO /A/T 02:5 9' - 507701 OP EL... 2033.58 ECR_ 203/. 2 NCR= 2030.7L ec e- 2030.5/ i 70.00 70.00 BC/Z .. 2030.51 MC�2_ 202957 2028$9 /4 RETUP■ 4= 90 °00'00 R.20.00 L.3 1 .4Z T_ 20.00 3 /2' 208 DETA I L /8" 3 47 5 3 O' 1 [4 BOTTOM OFPOA/D 1 EL._ 203/.34 OCMF 1 70 3 +34 CURB DeoPATLC4 N . /50 `t/. C. RETURN Z.90°00 00" R.20.00 L.03/.42 T. 20.00 RETUR'A/ • 10 A .90°0000" R= 20.00 L. 3/.42 T 20.00 /50* y.:, ... . B0TTOMOF - PI /DEL. =29.3/ /0500 4 /05.00 EECR_ 2029.70 MCR_ 202°746 BC de 2025.89 2 ISO N N N � 0 24.5 245 ,30L/ 1/A�E'. STA.13f /4..5 Q LT. 25" '208 DETAIL 4 5 I � ,SCR - 203/.23 NICR=2030.57 E Cl. = 2029.70 0 ...its..... 0130 44-84 fl to PCAJD i /o. 6 ,50L /VA STA= /Of0(.8, G T ZS.B CO,t/.5T (ICT Ty 'A D,eYWEL L , t/ /TY. 3 FeAME i TF GRATE EL. oz4 6O COIc15 CT TY "8 DZYW5i . W /TY3 FRAME'.• RATE ce•4T:. EL. \ZOZ9.8/ /E /0 c PON COA/s ///LET P4e4ME • GRATE EL. /E /O'c BO P-- 02 (a.78 /t/o. tier 7Y. /- METAL ATE TY. / ZOZ 00 27.25 ; OPT OFPOrt/DMo.1 SEC. 26 T25 Al R.44E VV.M. ,30 ,: /GAIT CURB ,Z.O20 0 2a3Q L,EAT GU2B 2 020 /1 • 29.5` 29.5' /2 ,s I 0 13oL/VA,2 574. /3H6. I1 ,eT z5" N sr/L/0,1-04.8 , e'7": 28.8' 3 5 0 g ti EL .42023 .50 BoT7 57 or- POND /4. G •Z� DETA /L EL. = ZQ /O E VEG REEA/ PO /if/T 2 +04 COA/5TTOCT TY 4" D,eYWELL W /TY .3 FReAME !GRATE G.e,4TE EL. 2022.72 STA. 1 +08.65, LT. 50' 507TOM OF POMP EL.. 2022.22 ," 3 5 eel-URN RETURN D . 54 °/3'27" A..90'0000" Z. 0000 R. 20.0o L = /8.9 3 L„.3/.42 T /0.24 /3T- 20.00 EC,e= Z025.94' A4C,e_20Z56,5 4? _ 5CR =Z0Z5 30 3138 29TH CT. o N 89°1700 A CU28 De6P 6 STA. /4-/ 3/.38 ( BC2-Z025.30 3 . MCe. 20E5.44 Ece. ZOZS. 38 ,et" TUR'Al 4 .54 3 Z7 ,e 20. L. /8. T /0.24 m ch V N �►N ,PET11etJ 4 g.. 2000 L = 3/.42 T's 20.00 0 /00 0 /0o 0 / 3 5 42' 0 __34.34 8 ............... ............................ - „0 /427 .... ............................... /0o 'VG. a 20.30 caes .- / .vE 2..02.0 I 0 45 • m W . o 0 w . co (...1 'ERA c 0 E Lo to CM CI o0 CO 10 v)1 kJ, e7i L L 1 kW It! 1)4 Qpt� 0c o Lk] NL ... ............................... 20,E Q LEFT cue 202 201 2020 CCJi28 201 3 3 5 e t 0' RE TU/24/ a _90 R.20.00' L_3/42' 3 T- ZD.00� 5 CR. 20/53 MCR. 2O/5. 59 EcR ZO /6.O( 105.00 • 1 3 469.00 1 4 RETURAI 4.901 O/ R_20.00' L 3/.42' T.2000" • -cR zoic.o6 MCR 20/5.75 BC/P-20 /566 COWJTY'BM 1110. 1/5 S. E. CORNER OF TOP CONCRETE STEP AT /38/5E. 32 A/D. AVE. N.W. COQ'. EVER'GREEN 4/VD 32 AlD. 4 VE. EL EV_ 0D/3. 674 CU,e8 DROP5 6t/8 6t32 5 ,10 r 85.00 35' BOTTOM OF POAIOEL. /8.86 208_ DETAIL £CR. 2o2/ 19 MCR_ Zo 2/.43 BcR= 2020.34 5' /05.00 3 // 5 R TVR 4.90°0000 g L - 3/. 7._0 :00' CURB D2oP5 5TA S. to t 1 / 1 { -' 85.00 CONSTRUCT 7Y /NL ET W /METAL FRAME i7 GE'ATE0 (',QATE Et. /9. 2 /E /O CMP- /7.5 S TA 4,147 , LT 38' • COY `B " v D2YW NSTRUGT ELL W /T 3 F24ME aRATE }„ aRATE EL.� 2/.08 k /E /o ;MtE. 17. 35 • C1 /E /0'CMP S. .. 17. /0 W 5TA.(.4- 7,LT38' VI 0 85.00 . 6' 0' A e\ (07 1Z94 / RETURN 4.90100'00 R.20.00' L. 3/.42' T= 20.00 44 44' BCE 202/.86 MC/Z=202/76 1 ECA_ 2021.99 /08.00 BOTTOM PN/D 2020.58 ' "20,5 ETA 1 L EVERGREEN 85.00 Z4 "z06 "DETA /L N 1 6 °. ATMCRR`P N00 °4304 .80L /V4R ROAD 85.00 RETUR 4.90 °0000 R- ZD :00 g L_ /.4Z T- 20.00 EC2- 2025.30 MCR_ 202544 ,BCk : Z0Z5.38 • 108.00 EVERGREEN PO %t/T f= POND 8 K. W � N 3 5 0' CURB Deop AT BCE. EGe O / 85.00 COAI5TA'UCT Ty 1 IkILET 5T4. 6 +57 RI 25'. W/ METAL FRAME /i EAT. 6A?ATE EL /E /0 20/15.09 BOTTOM OFPOND,Uo. 8 EL . _ 2019.34 BOTTOM OFPPA/D iVo.7 EL. = Z049.73 8 X35/ 3. Vat 94- 78 10 2ETORAl .90°00•00" R.20.00 L .3/.42 /3 T= 20.00 10 $c,P 20Z530 HCR_202565 CORB DeoP5 5T4 5. 9t Si/ T /0 7 85.00 SE 26 7:Z5 Al R. 44FW.M ECR. Zozs. 99 108.00 MIN 85.00 RETUR,U A .90°0000" R. 20.00 �¢ L = 3/.42 T 2000 EC 2030,5/ A CR'. 202957 8 CR. 2028.89 /02.50 69.75 SCR- 2028.8 /KCR_ 2029.29 EC R. 2029.45 RE TU. / 90730;0010 R =20.0 L 3 /. 4Z T. 2000 I 3 5 (0 0' 1; 1' 13 R ETU2AJ D .90 R = 20.62 L =3/.42 T. 20.00 3 BCE? 203051 MCR= - 2030, 7/ EC /C': 203 /.Z3 4 /020 /2-i 78.50 /3 i 75.00 EC,P 203/. Z3 _ _ 203042 8022029.45 /ZETURiL/ IL I 90 6 0000 "" • 20.00 L _ 3/42 T. 20.00 t_ 14 u N ....... 7 .0.700... 2050 L_EF 7 cue ' Z040 05Q 040 2050 R /HT coza 20 � m 1 m W G • o • m w ° ® c Ewa u) a OC Q CQ k Ict R'ETURA1 s .90°00'00" R..30.00 L .47. /2 T. 30.00 1 13C ' 2022.79 /rICR: 202 /. 87 EC2_ 2020.32 1 65.00' 5,00 ECR_- Z020.39 McR_ 202021 Bede. 20/9. /G ( RETURAI l 14.90 ° 00'00 " `R. 30.00 L.4712 T:30.00 REnneAl 4. 90 °00'Oo" R_2000 L..31.42 T. 20.00 3 EC A? 20U .06 ZD/5. -E �BC I?. 20/5.36 90.00 55= /0'CMP CCA/5T,OCT T .. / /A/LET WITH METAL FRAME AND GRATE. GRATE EL.. /4.64 /E /0'eMP r 2.6. 4 STA. = 2+91.5 , RT. 25 BOTTOM OF Pc,UD EL 1414 55:10 CM` 2 % .- ' i /05.00 CURB DROP AT BCR' 3 f 34 CURB DROP AT EcR "208 "DE7A /L SOTTO/ OF POND 20/9./G COUNTY BM ' Jo. /15 S.E. CORAJER OF TOP COUCRETE STEP AT 138/5 E..3,? AID AVI JV.W. COMP EVERGREEN AHD 32 wo AVE. ELEV. _ 20 13. 674 20/ 2020 DEFT CURB 2010 7 - , OZ 05 ` �N.. � ...... o. NI N : p o , - o z05 ' m to N 0 -. 0317 0 �p N N -0317 - 031 .2 0c) c. oo SEE 90.00 O fy N V1 ,0 . 0 .60.e30 080 /0 0.00 SEC. 26 7725 5 Al. X2.44 E. W, M. ct- LQ STA. 3- -05.2, LT. 28.8' COAISTi?UCT TYPE' o',YWELLW /TyPE 3 FRAME 4 . GRATE GRATE EL .= ZO /4. 66 /E /Q'CMP�. = //.88 , /E /D 'CMPS.. //. 51 coAISTRUC T TY / /X/LLT W/TH METAL FRA/7E 4WD GRATE. ORATE EL.= /4.98 /E /0 "/ /2. 5TA.34-4Z.8, LT. Z8.8' 208 DETA1 L SCTTOM OF P0/ID EL.. /448 E VER BEEN PONT E TURN RETL/RX/ D= 54 °/3'2'7' .6.90'0000 A?. ZO.00 e. 20.00 ki L _ /8.93 L . 3/ 42 T. /0.24 $ T.. 20. Ec,C 2027.8 MCA 202/ 78 ` !352.202199 E 1 6- z E rr GEIR& 2020 . 0 1Z/G NT CU2 B 0 ZO 7 m D 45 . 5 35 . 2404 31.38 3 0 T1-1 C T. o N 89' - 14/ 4) f3CA'_ 20Z /. 9 9 3' MCA. = 2021.4 ECR-2020. . 4 eETVPAJ 4.54 °/3 27 " R. 20.00 /8.93 T. /0.24 31.38 ,PETOA'A.l 1 .90 °CO 00" R.:20.00 L.3/42 7;00.00 3 3 5 0 3 #34 3 .................. ......... ............................................ ............................... }Fr .. ....... ... i.. a .©c78 ko /41 : V C. 2023:30 /32 .20=0 .0084 k's;' 30 CURB G /A/E 0Z.0 v , op W H 20 20/ 20/ 20Z0 ......... ......... ..... ... ......... .... . .... ......... .. . ..... • ..... . . . ......... • • • • .... ....... • .... .... ....... • • • • .. . . ... . ......... ... ... • • • ......... ....... . . . . . . . . . .. • • • • • ......... ......... ... • • • . ... • • • • • 21 1 ......... ......... . • . . . . . . . . . . . . . . . . . . . . . . . ". . . . . . . IY D./TG/7' 7? GR. 9/1<1 ,04w.../ 6,4/7 AT Aim/ SLOPE .cvc c.o ......... ........ : (C) .N ......... 7 ......... .Q2w /00. See= 20/9./6 Mee. 2020. 21 Ece. 20Z0.4 1 eE TUC A/ 4. 90°0060' R.30.00 C. 42.43 L.,.4712 T. 30.00 . ........ ........ ........ • ......... .0490 0 0 • tC ki 4 rn CONSTRUCT TYPE 'A DRYWELL W/771 TYPE 3 FRAVIEG.eATE GRATE EL 2021.38 STA 7#5.0 \so 3 5 LOT 6, MOU/t17,4//t/ 6 5 so' ......... ......... .035 N 0 4 34-69.0o 9 5 . 00 ECR.,2022. /NSTALL 202/ .87 -F REET 13CR.,2020.4/ 572.9P 5/6/V 1 REMR'J 4.90 R.30.00: C .4Z.43` L 47 /2 T. 30.00' ......... 0 \9 01* 0110 ......... C N N 0 ......... ......... .(\‘ }4 VI Y1 I CONSTRUCT - SPEC/AL CURB z .5/11A 1A/LET5 : I 1 54.85 BOTTOM OF POAID EL.. 20Z0 0047 5 44 4 ......... ......... 54.35 0 ki) tt) 5 /08 LOT 7 BLOCK 2, "208"DETAIL ......... kn o O 0 to 0 Pri 0 PA In N 4. N t 0 \9 C \I N N ......... 6 3 - 0.05:3 ......... ......... 0 •,3 L0 4 T: 1-13 32' 196.30 6 ......... ......... - ZX/51.. A.C.PAVEMEAIT 00 6 EV GREEW CURB ...5/..DEW. IAJZ.ET - STA. g 8+04 N • 0 7 ......... ......... 0081 0 Nj SEE ......... ......... 54.85 8 ......... .N ........ 54.85 EVER6REfA1 PO/A1T SEC. 7725 AJ R.44 E.W/fri COUNTY BM No./15 S.E. CORA/fg OF TOP CatICRET( _STEP AT 13815E32A/0. AVE Al.WC04 ARID 32 AID AVE. ELEV. 2043.674 ......................... .................................. ................... ........... .. ................................... ...... ... .................................. ..... ................... .. ............. ..................... ................... ........ • • .......... ....... ....... .......... ............... ................. .. a, ..... .... .. ...... ........... ......... ...................................... .................. .......................................... ........... .................. .... • • . .................................................... ............ ..... ......... . . . . . . . .... ..... • • • • • .... ....... ...... . : ........................... , ................... : ..................... .. ...... e iNj VI C . 4- G: . m rn c) N /0 ......... 0 04,10 9 9 ......... 0t 0 k) Nj ti) N 00/0 19(',.30 / ......... N OZ80 /0 /0 8 ........ . 4717' ... /2 ,01.1;50. 1 / 54.85 7 ......... 92 . 50 /SC'. 2034_73 /VCR ..-: 0035.80 ECR. 2036. 39 ......... / ADD17 , 12 eETO/e/t/ 4.90°00'00 30.00' C. 42.43' T.3000' ........ ......... . 3 5 0' 5 • N ........ 0.62 /.3 /78.5O , /3 ReTORAI d .40°00'0o R. 30.00' L.47/2' ......... 04;OP . (11 tp. • • 4- : N . • • tsj 0 N 4 • 92.50 >-- EC R. 2040.93 IX /v1C12.203, /8 Bc/e.-, 203743 .. . . 0400. /4 , / 4 0 •■•• ... 3 A ................................... 50 uJ uJ 1- g o SHEET /0F5 JOB NUMBER 81005,