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BSP-32-92
BLDG. PERMIT # -or -FILE# 92 R SP -32 Related File # ( ZE -23- 89,152 -8 ,104 -83) F.3 Project Name INDUSTRIAL LOTS SITE ADDRESS SW /JACKSON / BOWDISH/ S/ R.R. No. Lots 19 No.Acres 22.2 ectton - Townshi y j 57 PARCEL # 09543 - 9016 -:i; 5 6 73 Applicant's Name TED GUNNING - NORTHWOOD PROPERTIES Phone # X 924 - 50 Address 9616 E MONTGOMERY -SPO, WA 99206 Contact person FLOOD ZONE Yes No ✓ Engineer / Surveyor's / Architect's Name Water Address Sewer — School Planning Contact Person JOHN HARRINGTON Work # Date Conditions mailed _ �(� �• Phone # SIMPSON ENGINEERING 909 N ARGONNE 99212 926 -1322 Phone # 456 -2205 Date Submitted Description Initials �J 3 U / 'FZAGREEMENT TO PAY FEES COMPLETED P Q J_? -FINAL PLAT FEES COMPLETED p NOTICE TO PUBLIC # 1 3 4 6 COMPLETED - OR NOT NEEDED _ NOTICE TO PUBLIC NEEDS TO BE SIGNED - - Z c A- e . o Su ;?, -4 Z 2 ve , �?LVqk I i mk,�_ w C1 - 42_ le0 PL v 60 I — I'2 —"►L s r 1 U u >>` L c. roar .lz,2,c g , c� R3 fe 2' 7- c5 -- 3 (f, K \p \1UCV1CW.1Vr A Date to Review 04 -22 -92 Time Date to AA & DR Time Date Received 04 -08 -92 f PLAT NAME ].fill STATISTICS DATE Plat Check Fee _ /p 2 c) _6 Number of Lots Number /7 Road Miles (New) v Total Area 2.2.2 Ac S U MAP North Arrow Scale Legend Procedures & Equipment Basis of Bearings Plat Location By Title �� CPI Official Signature Blocks cow.t�wrL. cuvtlLSS +oniePa ck Surveyors Certificate Road Names NG —C—.D ON R� Road Widths 51now FUG +6>1 S SRc1zb0 rp Adjacent Area 5 ' 4n , .. SST NcCRO Lot & Block Numbers R/W Dedication designated 1 Foot Strips r fl 3 RPS on GLO Corners Tract X l7 Lot Areas Bench Mark y Closure DEDICATION Description (To Map) Description (To Cert) G _ F AZC— f Owners Certificate to Plat _ Wbe wl Uit 1 Foot Strips RID - CPR Statement Access Prohibited R/W Dedication me✓cz 4 + � fs 5&1 As Drainage Language ' Food Insurance Stormwater Management 0 76 Private Road Doc. #'s _ i a odd a 3 0�2 Private Road Warning Road Plans N FG(J Bond (�C Signed By En ineer 4 1asoz % , 4 C 7 T— — 0P:, 17 VIAOMMASM k/j /f/platlist.ck MEMO TO: FILE FROM: BILL HEMMINGS DATE: JUNE 1, 1995 RE: PLAN CHANGE FOR BSP NO. 32 On May 31, 1995 the Development Engineering Services section received a plan change drawing (mylar) for changes made to the approved plan of March 11, 1993. The changes involved the deletion of approximately 205 feet of curb and 228 square yards of asphalt. The reason behind the deletion was as objection from the owner, Ted Gunning to fully improving an offsite frontage when that improvement could be accomplished at building permit time for that parcel. The trade off that was agreed to previously for the paving of the gravel stretch in from of the corner parcel at Jackson and Bowdish Streets is still judged to be in the best interests on the public and Spokane County and therefore this change is approved. Bill Johns, Acting County Engineer concurs with this conclusion in a conversation in his office on May 31, 1995. SPOKANE COUNTY Description: 9 S P X10.32 CaIc. by: 6 . Checked by: Notes: Reference Calculations 0Q6�aAL c,�la'tFi = 4o I I DRlloi two D.!sl 0�{ Iwt_PRoV�YU i Qyr}uT P 4 I i I 'TPIn �jiO�u Sf ' P, O�w�ut Q) 6 A>z 3�or (��kSoN Fl 13; \ y 9 0 2�Z.z YD' b35 z Fi 0�1 x `lb,zo> g•5 � �F, _ iL�fB,00 59z�. �b 5 �Z 5�o t�I i Y Lx,i�,,zu ae ' I �" J t 335 z 1 6 1 I I � yv` 0'0 7 -205 ' A1 = C.QGG(a Z a (� ' T — 1 — _7z$ _ i b� -- fD' X433 ( — I PAUIrvr; 20 T 1t5 z I 3/. I 38� 'r� = DFJ2o— 2 598 FT c�, r, s- — q c y 3.8 eY. — c z5. fns Date: Date: OFFICE OF COUNTY ENGINEERS Project No.: 495 nco. �2 Titia, Sheet t of CALCULATION SHEET Pt-A 014A cG'r: tbimpson Engineers, Inc CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road • Spokane, WA 99212 (509) 926-1322 • Fax: 926-1323 TO: R�ll �Ae-mmm5s avi SUBJECT: DATE: s i N' �'e-u-j 0--spko-14 Bow SPOM:'i- ' 9 =.. fwmm_'M�M . BEFORE THE SPOKANE COUNTY PLAIINING DEP JUL 1 41992 SP@i *E CM"l ENVNEER IN THE MATTER OF PRELIMINARY ) BINDING SITE PLAN NO. BSP -32 -92 ) FINDINGS OF FACT, "FED GUNNINGINORTHWOOD ) CONCLUSIONS AND PROPERTIES ) DECISION THIS MATTER, an application from Ted Gunning/Northwood Properties . has en received and decided upon, pursuant to Spokane County Subdivision regulations, on the q r of July, 1992. The individual signing below has been properly delegated the responsibility for rendering the decision by the Spokane County Director of Planning. FINDINGS OF FACT AND CONCLUSIONS 1. The proposal is to divide 22.2 acres into 19 lots for the development of industrial use lots. 2. The proposal is located in the Spokane Valley, south of and adjacent to Jackson Avenue and north of and adjacent to the B.N.R.R., 2200 feet east of University Road in Section 9, Township 25 North, Range 44 EWM., Spokane County, Washington. 3. The current zoning of the property is Light Industrial (I -2). The proposed lot sizes, frontage and intended uses are allowed within this zone. The property is also covered by the Airport Overlay Zone, and is within the Conical Area (CA), which has specific land use limitations for the property. 4. The Spokane County Comprehensive Plan designates this area as Industrial. The development and uses proposed are generally in accord with this planning category. The proposal as submitted with its environmental checklist and proposed mitigating measures will effectively accomplish the intent of the Comprehensive Plan. The Transportation Section of the Comprehensive Plan, in the Arterial Road Plan, indicates a need to plan for Montgomery Avenue as a Minor Arterial. The review by the County Engineers indicates dedication of roadway(s) is needed now, while the Comprehensive Plan indicates the need for additional future right -of -way, with structure and improvement setbacks from the future right -of -way widths. 5. The required notice was provided for this proposal and no one in the area commented upon the proposal. Agencies having a potential interest in the project were notified and their conditions are contained hereinafter. With the recommended conditions of approval and Spokane County development standards, the proposal: is not detrimental to the public health, safety and general welfare; implements the underlying zoning as well as the Comprehensive Plan; and complies with the adopted Binding Site Plan Chapter 4 of the County's Subdivision Regulations, Board of County Commissioners Resolution 89 -0511. 7. Pursuant to the provisions of Chapter 43.21C RCW, the SEPA Rule (WAC 197 -11) and the Spokane Environmental Ordinance, a Determination of Nonsignificance has been issued at least fifteen (15) days prior to this date. The Determination of Nonsignificance was issued and circulated to eight agencies and no comments as to the proposal's likely significant adverse impacts were received. DECISION Based upon the above Findings of Fact and Conclusions, Preliminary Binding Site Plan BSP -32 -92 is hereby APPROVED, subject to the following conditions, which shall be complied with by the applicant, sponsor and/or successors in interest prior to finalization of all or a portion of the Binding Site Plan. This approval is granted until August 1, 1995, at which time an extension of time may be granted pending receipt of a qualifying request. CONDITIONS OF APPROVAL These Conditions of Approval apply to applicants, heirs, or any successors in interest to property I ✓ BSP -32 -92 FINDINGS Page 2 2. This decision applies to the following- described real property: That portion of the south 1/2 of the south 1/2 of the northwest 1/4 and a portion of the southwest 1/4 of Section 9, Township 25 North, Range 44 EWM, described as follows: Beginning at a point which is 641.55 feet north and 20 feet east of the west 1/4 corner of said Section 9, thence north 89 °32'30" east 1870.00 feet along the south right of way line of Jackson Avenue; thence south 00 °00'38" west 386.46 feet parallel with the west line of Section 9 to the true point of beginning, which is also a point on the southwesterly right of way line of Montgomery Drive; thence continuing south 00 °00'38" west 256.57 feet to the south line of the northwest 1/4 of said section; thence south 00 0 13'17" east 662.92 feet parallel with the west line of the southwest 1/4 of section 9, to the northerly right of way line of the Spokane International Railroad; thence south 80 °26'13" east 779.79 feet along said northerly line to the east line of the southwest 1/4 of said section; thence north 00 °08'33" west 424.62 feet along said east line; thence westerly along the north right of way line of Montgomery Drive to a point that is 30.00 feet west of the east line of the southwest 1/4; thence north 00 °08'33" west 373.27 feet, parallel with the east line of said southwest 1/4 to the south line of the northwest 1/4 of said section; thence north 00 °08'10" west 404.22 feet parallel with the east line of said northwest 1/4 to a point lying south 00'08'10" east 259.50 feet from the centerline of Jackson Avenue; thence south 89 °32'30" west 125.00 feet.parallel with said centerline; thence north 00'08'10" west 229.50 feet to the south right of way line of Jackson Avenue, thence south 89 °32'30" west 612.69 feet to a curve concave to the southeast having a radius of 335.88 feet; thence southwesterly through a central angle of 38° 19'39 ", an we distance of 224.68 feet to the beginning of a curve concave to the east having a radius of 25.00 feet; thence southwest, south and southeasterly, through a central angle of 108 °57'29 ", an are distance of 47.54 feet to the beginning of a curve concave to the southwest having a radius of 1030.00 feet; thence southeasterly, along the northeasterly right of way line of Montgomery Avenue through a. central angle of 18 °38'04 ", an arc distance of 334.99 feet; thence south 39 °06'34" east 50.26 feet; thence south 88 °53'35" west 76.14 feet to the true point of beginning, EXCEPT Montgomery Drive, situate in the County of Spokane, State of Washington. PLANNING DEPARTMENT CONDITIONS The final binding site plan be designed substantially in conformance with the preliminary binding site plan of record as legally described and advertised. No increase in the number of lots shall occur without a change of condition application submittal and approval. However, the final binding site plan shall be flexible within the terms of the conditions of approval, and lot lines may be adjusted in a manner prescribed by procedures established by the Planning Department. 2. The Planning Department shall review /approve any proposed final binding site plans to insure compliance with the conditions of approval. 3. The preliminary binding site plan is given conditional approval for three (3) years, to August 1, 1995. The applicant may request an extension of time by submitting a written . request at least forty -five (45) days prior to the above expiration date. 4. A final binding site plan number shall be approved before the final binding site plan is tiled, such number to be approved by the County Planning Director/Designee. Phasing of the final binding site plan shall be allowed if appropriate improvements and intent of this approval is met, as determined by the Planning Director and reviewing agencies. 5. Appropriate road names shall be indicated on the final binding site plan. 6. Appropriate utility easements shall be indicated on copies of the proposed final binding site plan. Written approval of utility easements by utility companies must be received prior to approval of final binding site plan(s). 7. Three current certificates of title shall be furnished the County Planning Department prior to filing the final binding site plan. The following statement be placed in the final binding site plan dedication: "No lot shall be further subdivided for the purpose of creating additional lots, ownerships or leased parcels without first filing a replat or altering the final binding site plan." The final binding site plan map shall indicate by a dashed line the required 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, except that some judgements may be made on this final binding site plan BSP -32 -92 FINDINGS Page 3 document as to side or rear yard status. The setbacks indicated on this subdivision may be varied from if proper zoning or variance approvals are obtained." See Arterial Road Plan Section for special setbacks related to arterial roads. 10. A plan for water facilities adequate for domestic service and fire protection be approved by the water supplier, fire protection district, Spokane County Building & Safety Department and county health authorities. The agencies will certify on the WATER PLAN, prior to the filing of the final binding site plan or any phase of the preliminary binding site plan, that the plan is in conformance with their respective needs and regulations. The WATER PLAN and certification will be drafted on a transparency suitable for reproduction and be signed by the sponsor. 11. The purveyor will also certify on the Water Plan that appropriate contractual arrangements and schedule of improvements have been made with the sponsor for construction of the water system in accordance with the approved WATER PLAN. The time schedule for improvements will provide for completion of the water system and inspection by the appropriate health authorities prior to application for building permits within the final binding site plan. 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 sponsor to satisfactorily complete the approved water system. 12. The final binding site plan 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 Binding Site Plan, 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." 13. No building permit will be issued for any lot within the final binding site plan until certified by a Washington state- licensed engineer that "the water system has been installed pursuant to the approved WATER PLAN for the final binding site plan," 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 the WATER PLAN as a schematic map showing the "as- built" water system. 14. A survey is required prior to the filing of a final binding site plan. 15. The final binding site plan shall comply with Sections 8.030, 8.050 and 8.055 of the Binding Site Plan chapter of the Subdivision Ordinance. 16. No certificate of occupancy permit or use of the parcel or lease area(s) being created by the final binding site plan shall be issued or allowed until all necessary improvements and requirements as specified by this decision and this binding site plan chapter have been satisfied. 17. Any future development on the subject site will comply with the Light Industrial (1 -2) zone as amended. A landscaping plan for the site perimeter along Montgomery Drive and Jackson Avenue shall be submitted and approved by the Planning Department prior to finalization of the final binding site plan. The landscape plan should utilize as many existing trees as possible and provide screening and buffering to Montgomery Drive and Jackson Avenue and the 35 foot setback areas can be included in this landscape area. The landscaping plan shall, by reference in the dedication, be a binding portion of the final binding site plan. 18. Prior to final binding site plan approval the sponsor shall provide the Planning Department with a copy (auditor stamped) of "Restrictive Covenants" which includes acceptable wording that communicates clearly to owners and/or potential buyer(s)/lessee(s) that County enforceable restrictions /conditions exist and run with the property, which restrictions provide, but are not limited to: Required maintenance and/or replacement of landscape plants of the approved landscaping plan; Screening of existing or future truck/loading docks, truck/heavy equipment parking (exterior storage of same is prohibited) including temporary storage, except as provided for in the Planning Department's Condition #18 -e., below; r ESP -32 -92 FINDINGS Page 4 c. All on -site manufacturing or industrial activities (including temporary activities) that do not conform to die Aesthetic Corridor policies, shall be located within building(s), except as may be provided in the Planning Department's Conditions of Approval; d. Any restrictive covenant shall be binding and enforceable by Spokane County at its discretion and perpetually run with the tide(s)'of the property except when extinguished by Spokane County (an extinguishing statement shall be included in said covenants); e. Temporary storage, building truck docks, truck loading, truck or heavy equipment parking and storage areas shall be screened from view of the freeway and the proposed collector arterial by buildings, berms with landscaping including evergreen trees or fencing and that said screening shall be to a height that effectively screens the above and shall be maintained to provide a campus -like appearance at all times; and f. Control the use and storage of potentially hazardous materials for the entire site. 19. The Spokane County Planning Department shall prepare and record with the Spokane County Auditor a "Tide Notice" noting that the property in question is subject to a variety of special conditions imposed as a result of approval of a land use action. This "Title Notice" shall serve as official public notice regarding conditions of approval affecting the property in question. The "Tide Notice" shall be recorded within fifteen (15) days of final disposition of the approved land use action and shall only be extinguished by. the Spokane County Planning Department. The "Title Notice" shall generally provide as follows: The parcel of property legally described as (legal description and tax parcel number) is the subject of a land use action, imposing a variety of special development conditions, by a Spokane County Hearing Body or Administrative Official on (date) and as maybe amended, altered or supplemented by official action or as already changed. File No. (Planning Department File Number) is available for inspection and copying in the Spokane County Planning Department. 20. The Spokane County Planning Department shall prepare and record with the County Auditor a Title Notice specifying a future land acquisition area for road right -of -way and utilities. The reserved future acquisition area Tide Notice shall be released, in full or in pan, by the Planning Department. The notice should be recorded within the same time frame as an appeal and shall provide the following: a. At least 8 feet of reserved future acquisition area for road right -of -way and utilities, in addition to the existing and/or newly dedicated right -of -way along Montgomery Avenue. NOTE:. The County Engineer has required dedication of 2 feet on both the north and south Montgomery Avenue frontages, where applicable, of additional right of way along Montgomery Avenue which shall equal 64 feet. b. Future building and other setbacks required by the Spokane County Zoning Code shall be measured from the reserved future acquisition area. C. No required landscaping, parking, '208' areas, drainfield or allowed signs should be located within the future acquisition area for road right -of -way and utilities. If any of the above improvements are made within this area, they shall be relocated at the applicant's expense when roadway improvements are made. d. The future acquisition area, until acquired, shall be private property and may be used as allowed in the zone, except that any improvements (such as landscaping, pairking, surface drainage, drainfield, signs or others) shall be considered interim uses. . The property owner shall be responsible for relocating such "interim" improvements at die time Spokane County makes roadway improvements after acquiring said future acquisition area. COUNTY ENGINEER'S CONDITIONS The conditional approval of the binding site plan is given by the County Engineer subject to dedication of right -of -way and approval of the road system as indicated in the preliminary binding site plan of record. ( 21 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 binding site plan; road plans to be prepared under the direction of a licensed Professional Civil Engineer. BSP -32 -92 FINDINGS Page 5 /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 binding site plan. Drainage plans to be prepared under the direction of a licensed Professional Civil Engineer. Construction within the proposed public streets and easements shall be performed tinder 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. 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 binding site plan, 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. Individual driveway access permits are required prior to issuance of a building permit for driveway approaches to the county road system. Dedication of 2 feet on both the north and south Montgomery Avenue frontage, where applicable, of additional right -of -way along Montgomery Avenue which shall equal 64 feet, is required. Existing county roads providing direct access to the binding site plan shall be paved and/or curbed to Spokane County standards. 10. Sidewalks are required along the arterial(s) on Montgomery Avenue. 1:. The word "applicant" shall include the owner or owners of the property, his heirs, assigns and successors. ✓ 12. The County Engineer has designated Typical Roadway Section Number One, Local Access standard for the improvement of Jackson Avenue, which is adjacent to the proposed development. This will require the addition of varying amount of asphalt along the frontage of the development. The construction of curbing and sidewalk is also required. 13. The County Engineer has designated Typical Roadway Section Number One, Local Access standard for "the improvement of Bowdish Road, which is adjacent to the proposed development. This will require the addition of approximately 32 feet of asphalt along the frontage of the development. The construction of curbing and sidewalk is also required. 14. The proposed private road(s) as shown on the binding site plan serving less than 8 lots each, is approved by the County Engineer. 15. Private road(s) shall be improved to Spokane County standard for a private.road Urban /Suburban standard serving 8 or less lots each, and are subject to approval under Section 10.207 of the Spokane County Fire Code. 16. All vested owners shall sign and record private road documents as prescribed by the Spokane County Engineer. These documents shall be reviewed and approved by the Spokane County Engineer prior to recording with the Spokane County Auditor. Recording numbers shall be referenced in the dedicatory language of the binding site plan. 17. The following statement shall be placed in the binding site plan dedication: "WARNING: Spokane County has no responsibility to build, improve, maintain or otherwise service the private roads contained within or provide service to the property described in this binding site plan. By accepting this binding site plan 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 or provide drainage or snow removal on a private road. This requirement is and shall run with the land and shall be binding upon the owner(s), their heirs, successors or assigns, including the obligation to participate in the maintenance of the private road as provided herein." BSP -32 -92 FINDINGS Page 6 18. 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. 19. The County Engineer has examined this development proposal and has determined that the impact of this proposal upon the existing county road system warrants the dedication of additional right -of -way and the roadway improvements herein specified. 20. The following statement shall be placed in the final binding site plan dedication: "The private road as shown hereon is an easement which provides a means of ingress and egress for those lots within the subdivision having frontage thereon." 21. The County Arterial Road Plan identifies Montgomery Avenue as a Minor arterial. The existing right -of -way width of 60 feet is not consistent with that specified in the Plan. In order to implement the Arterial Road Plan, in addition to the required right -of -way dedication, a strip of property 8 feet in width along the Montgomery Avenue frontage shall be set aside in reserve. This property may be acquired by Spokane County at the time when arterial improvements are made to Montgomery Avenue. 22. There may exist utilities, either underground or overhead, affecting the subject property, including property to be dedicated or set aside for future acquisition. Spokane County assumes no financial obligation for adjustments or relocation regarding these utilities. Applicant(s) should check with the applicable utility purveyor and the Spokane County Engineer to determine whether applicant(s) or the utility is responsible for adjustment or relocation costs and to make arrangements for any necessary work. 2 Applicant shall demonstrate to the satisfaction of the County Engineer that safe sight/stopping distance can be met at the private roads and Montgomery Avenue intersections. L4 Driveways to individual lots shall also meet applicable site /stopping distance criteria. COUNTY HEALTH DISTRICT CONDITIONS The final binding site plan shall be designed as indicated on the preliminary binding site plan of record and/or any attached sheets as noted. Appropriate utility easements shall be indicated on copies of the preliminary binding site plan of record for distribution by the Planning Department to the utility companies, Spokane County Engineer and the Spokane County Health District. Written approval of the easements by the utility companies must be received prior to the submittal of the final binding site plan. 3. Sewage disposal method shall be as authorized by the Director of Utilities, Spokane County. 4. Water service shall be coordinated through the Director of Utilities, Spokane County. Water service shall be by an existing public water supply when approved by the Regional Engineer (Spokane), State Department of Health. Prior to filing the final binding site plan, the sponsor shall demonstrate to the satisfaction of the Spokane County Health District that an adequate and potable water supply is available to each lot of the binding site plan. Prior to filing the final binding site plan, the sponsor shall present evidence that the binding site plan lies within the recorded service area of the water system proposed to serve the binding site plan. A plan for water facilities adequate for domestic use, domestic irrigation use and fire protection use shall be approved by the water purveyor. Said water plan must have been approved by the fire protection district and the appropriate health authorities. The health authorities, water supplier (purveyor) and the fire protection district will certify, prior to the filing of the final binding site plan, on the face of said water plan that the plan is in conformance with their requirements and will adequately satisfy their respective needs. Said water plan and certification will be drafted on a transparency suitable for reproduction. 9. The purveyor will also certify prior to filing the final binding site plan on a copy of said water plan that appropriate contractual arrangements have been made with the binding site plan sponsor for construction of the water system, in accordance with the approved plan and time schedule. The time schedule will provide, in any case, for completion of the BSP -32 -92 FINDINGS Page 7 water system and inspection by the appropriate health authorities prior to application for building permits within the binding site plan. The contractual arrangements will include a provision holding Spokane County/City of Spokane, Spokane County Health District and the purveyor harmless from claims by any lot/tract purchaser refused a building permit due to failure of the binding site plan sponsor to satisfactorily complete the approved water system. 10. A public sewer system will be made available for the binding site plan/project, and individual service will be provided to each lot/tract prior to sale. Use of individual on -site sewage disposal systems shall not be authorized. 11. A statement shall be placed in the dedication to the effect that: "A public sewer system will be made available for the binding site plan, and individual service will be provided to each lot prior to sale. Use of individual on -site sewage disposal systems shall not be authorized." 12. The dedicatory language on the binding site plan shall state: "Use of private wells and water systems is prohibited." 13. The final binding site plan dedication shall contain a statement to the effect that: "The public water system, pursuant to the Water plan approved by county and state health authorities, the local fire district, County Building and Safety and water purveyor, shall be installed within this binding site plan, and the subdivider 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." COUNTY UTILITIES DEPARTMENT 1. Any water service for this project shall be provided in accordance with the Coordinated Water System Plan for Spokane County, as amended. 2. Applicant shall make connection to public sewer system. Sewer connection permit is required. Plans and specifications are to be reviewed and approved by the Utilities Department. COUNTY BUILDING AND SAFETY DEPARTMENT The applicant shall contact the Department of Building and Safety at the earliest possible stage of design/development in order to be informed of code requirements administered/enforced by the department, e.g., State Building Code Act regulations, such as requirements for fire hydrant/flow, fire apparatus access roads, street address assignment, barrier -free regulations, energy code regulations and general coordination with other aspects of project implementation. Requirements of Fire District No. 1 need to be satisfied during the building permit process. SPOKANE COUNTY AIR POLLUTION CONTROL AUTHORITY All air pollution regulations must be met. This includes but is not limited to the following: Air pollution regulations require that dust emissions during demolition, construction and excavation projects be controlled. This may require use of water sprays, tarps, sprinklers or suspension of activity during certain weather conditions. Haul roads should be treated, and emissions from the transfer of earthen material must be controlled, as well as emissions from all other construction - related activities. Measures must be taken to avoid the deposition of dirt and mud from unpaved surfaces onto paved surfaces. If tracking or spills occur on paved surfaces, measures must be taken immediately to clean these surfaces. All debris that results from this project must be disposed of by means other than open burning. All traveled surfaces (ingress, egress, parking areas, access roads) must be paved and kept clean. 6. SCAPCA Regulation 1 Section 6.04 addresses odors and nuisances. Effective control apparatus and measures must be taken to reduce odors being emitted to a reasonable minimum. BSP -32 -92 FINDINGS Page 8 SCAPCA Regulation I, Article V, requires that a Notice of Construction and Application for Approval be submitted to and approved by our agency prior to the construction, installation or establishment of an air pollution source. Notices of Construction will likely be required for several of the industrial facilities that will build on these lots. Failure to comply with federal, state and local air quality regulations may result in the issuance of penalties. APPROVED ON THE 11NAY OF JULY, 1992. r HN W. RRINGT , JR. Planner II 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. If you desire to file such an appeal, you must submit a letter along with a $120 processing fee, payable to the Spokane County Treasurer, 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. c: Division of Engineering Division of Utilities County Health District Department of Buildings Fire Protection District No. 1 Ted Gunning, 9616 East Montgomery Avenue, Spokane, WA 99206 Simpson Engineering, 909 North Argonne Road, Spokane, WA 99212 RECE FO 6 impson Engineers, Inc. CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road • Spokane, WA 99212 (509) 926 -1322 • Fax: 926 -1323 DEC 3 1 1992 SprighE CGOTY ENGINEER TO: Q P• E, S Po IcAoE Cwt A G N S SUBJECT: 90JD,QG SCrE PLn+-,J DRAIl.IPkGE DATE: nEC• 31 TTf2'kI eD Fop— Rel/IEV.1 ' AAOrJ Go-r`t t'7Ra ( SIDE cu K + UT77`'1= t SVP02E26'UAD O)J CALF[.- M�.ot�1s e --VISOb PeP_ '10U2 MOEM MG w/ CkLCl_ s1M sCQ 12- Z4 --92-. RA oiunL Fo2U.tuLA HYDPoLoc RECALLS Fob 2F-WSEb 6RSr/.13 12-S 9:r I IZ I SEA TE K CALLS. 2 - Q P- 4 .JS�-I_s lr s-rw . 1?-54-19. IZS +49 IZS+ 0 130 +-'10 . PR ti1TS of uR- LM.i PenF11F wrti REVlSlUJ Hl6H[�G HTFJD i Yn PREVIOVSL — CHCZL'ES dA . A+J P krr . S Pe 7t A Gu""tOGS Co NV o -j W tTK AT FLAP E� S 1DEvJALKS A"NJ G , PGKSD t�1 j tI Bo E gerE ) C I_ Meu A�jo K4PN MIMO 46-A� Signed Dov G Cf-IR.ISTElJzCfJ • GUSU RO31>CI' ,� !/ NA211 � , L,5 o Cent 0 Dra i na l;e 1. cems Un i. t:: OUa 11 ice Co: ;C Dr yWC 11 - Type A EA -) Dryuell - Type B LA )) Crate -Type 1 EA fiti� S w i) Crate -Type 2 EA � vAVe. >) Crate - Type 3. EA / (T 5) Backfill for DW CY BS P 7) Concrete inlet EA _ 8) C.M. pipe 10" dia. LF 9) C.M. pipe 12" dia. LF ,JN e 15" dia. LF 10) C.N. pip w , 11) C.M. pipe 18°' dia. LF 'V � 12) Precast Manhole - EA 13) Solid Lid EA 14) Ditch Excavation CY 15) Sod SF Non Standard Drainage Items V 1) 2) 3) 0 7yye 3 g Std DWI DWI - �Conc Dia \ Dia f Pa e Wl DWI IIR Inlet P Pip Pioc u 2) 3) 4) - - - -- - -- — 5) 6) J 7) 96/ J a C1 vo MEMO TO: JIM RADKE FROM: BILL HEMMINGS `, .4- DATE: DECEMBER 21, 1 RE: REQUIREMENTS FROM YOUR DEPARTMENT FOR TESTING PROJECT: BINDING SITE PLAN #32 PROJECT #: BS -32 JIM, PLEASE REVIEW THE ATTACHED MATERIAL AND LET US KNOW THE TESTING REQUIREMENTS FOR THIS SUBDIVISION. THANK YOU. BILL - b EC.. �� , t99L (DATE) Me � en G„*. jt.,, ,*4 e. Mer r, _ , } 6i (DEVELOPER'S NAME & ADDRESS) Dear Mr SUBJECT: TS A tr: 9AA 0 of L S ,s P6 PROJECT A 95 Additional information with respect to the above projects subsurface soil conditions is required to complete the plans review process. Specifically, representative values for soil percolation rates and soil - subgrade "R" values are necessary to evaluate the proposed pavement section and storm drainage disposal system. The Spokane County Materials Laboratory has reviewed the proposed development plan; made a preliminary investigation of the on -site conditions; and has determined a minimum number of percolation rate tests and stabilometer "R" value tests are required. This information may be supplied by any qualified soils firm. The tests and methods must meet Spokane County standards, and be inspected by Spokane County personnel. Spokane County should be notified at least 24 hours in advance of all sampling and testing. Respectfully, William Hemmings Senior Review Engineer cc: ENGINEER k\g \flr-valu -p.tes SPOKANE COUNTY ENGINEER'S OFFICE Geotechnical Analysis TO: MATERIALS LABORATORY FROM: 0 6i & L. 4 C M A "'t 6 Date: Z)Se. Ll 1492 Please furnish Stabilometer R values for the soils on the following project, in accordance with the attached agreement with the developer_ Sectio Township ?,6y, Range q E (See attached section map) Project # '& 3 1 Activity # 1111"M m il l - ) ROAD NAME R VALUES LOCATION B DtS l� �bl.l' S lTd"{ CS M Atl. QA Other Tests Needed Listed Below: Drainage - Percolation greater than 72 "1hr. Yes No Est. Act. Drilling Request Estimate (2) Estimate of 'R' value and perc given. These estimates can be used as a basis for plan approval with note "actual su,4acing depths will be based on 'R' value tests." ( Estimate of 'R' value and perc given. Not necessary to drill. Remarks* 4 !& &a 40,a axps w Np( -MtS Al" • 7 L] Priority (1) Needs to be drilled 'Please note any unusual characteristics of soils andlor topography. Are the soils suitable for the use of drywells? Are there any unusual drainage considerations? XSECF0RM.ON2 g / • -. •` t ". �,�,r� pFl k +., a " fir S> Iy, s L u.� a .. f } l K 'I 12t Count pA\LRO 7 u I ; y F zt Iz<• it ii it rs �s ✓� A iI- .1 G7 f e � 13 _. 1361 - __ yY.�l r )• c J J z .� • .e � o ,,.� _ — Tf- ' �p ' �" �' Via' • s` > _ r s �-' A t �f i iJ ,{¢ ! .: n i. is ✓c ¢;'�':' dti• Q'f? o::: .�� G F I VIE �c lI L• A E. Z' i 10N II 12 1) 5 I l;l 16, .Jf a • n� ra 4 s q �:� i �. c J 4 .•.�. AY RVIE •s.. 9 .. it i> i Ai i `u ¢ i] it I tf is is m0 ol •� Getz C 36 3 5 3a 3 K:. .:`�': 'I ;'• -1 I . y (� > c s s 1 ' B • /0 •.> - rt. i .O '.ra' '1t r ` i' 10 ) G CID ___ — _ _ __ _ __ ___ a s �. if'. 'u iz v ✓EY i n / /a n iz , • iF7 C _ 49 50 51 !2 5� 5'. SS 56 57" frr�,f.f, t. ;::`yid' 6 jr .; _ f i t, • .. 9 51' - m D - 3i0 °RT. 07 h a `' •. y {. .. c. i ia: T= 1;9 . 5 A . m �`:• . I I I O: . z > � a .n ♦ e .. ord' i O� as �a1 U l= 2 JACKSON zoA ra' zo ° _ , __ — \_tP.LD3.6T.9 t• V /389 t. 2In consideration DECLARATION OF COVENAaYT of the approval by Spokane County of (hereinafter referred to as the "Development "), the undersigned covenants and agrees that: 1. The subdivider /sponsor will construct the.`. private roads and associated drainage facilities in conformance faith the approved plans on file in the County Engineer's Office. 2. A lot is served by a private road when: a. the only road frontage for the lot in the Development is on the private road, or; b. a lot having frontage on more than one road(public or private) constructs an approach to the private road. 3. The owner(s) of any lot created by the Development or alternation thereof and served by a private road shall be responsible for maintenance of said private road, including associated drainage facilities in conformance with approved plans on file with the County Engineers office. 4. Maintenance financing of the' private roads and associated drainage facilities shall be in a manner determined by the owners of: the majority of lots served such private road; the majority of frontage of 'lots served by such private road; C. the majority square footage of lots served by such private road; or d. S. In the event such private road, including associated drainage facilities is improved to Spokane County standards for public streets, and the County is willing to accept the dedication of such road and facilities, each lot owner shall execute any documents necessary to accomplish such dedication. 6. Owners of lots within the Development are served by such road, may sue and recover damages and attorney's.fees from any owner of any lot within the Development which is similarly served who refused to participate in the road and drainage facilities,.construction, financing, and maintenance. 7. WARNING: Spokane County has no responsibility to build, improve, or maintain or otherwise service the private roads, including associated drainage facilities, contained within or providing service to the property described in this Development. By accepting this Development or subsequently by allowing a building permit to be issued for 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 of nature_ whatsoever to establish, examine, survey,.rconstruct, alter, repair improve, maintain, provide drainage snow.;removal orr "a' private road, or associated drainage facilities. 8. This covenant and agreement shall run with the land and shall be binding upon the owner, their heirs, successors or assigns, including the obligation to participate in the maintenance of th� riya t/ road, and drainage facilities as provided herein. ` /// OWNER STATE OF WASHINGTON ) DATED this day of Pe-( , 19 9 Z r County of Spokane ) On this day personally appeared before me GCIVI% known to . me to be the individuals) de ribed in and who executed the within and foregoing instrument and acknowledged that he /she /they signed the same as his /her /their free and voluntary act and deed for the uses and purposes therein stated.. GIVEN UNDER MY �VAh"J Ob,rgFFICIAL . SEAL this 3� day of Dec.e_Ml�a , 19 E e� >'a'•� Notary Public in an for the State of Washington, residing at Spokane m ,v i401'RRY f N' t g k \j \f \declara. 3/90 �T `'JST 1 `. h Op S P O K A N E OFFICE OF THE COUNT' ENGINFER Ronald C. Hermann, P.E., County Engineer O U N T Y fl DIVISION OF TI IF PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director Date: f4 OJ • 17 / C1 9Z Do u Co 4„ �e / s'15:;�l S O4 �i+yifSoa.1 r: (totg¢�� 43 G. SUBJECT: t • v 3 z � Z- Gentlemen: A review of the road, drainage, and parking plans for the above - referenced plat, short plat, binding site plans 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 i color. If you have any questions about this review, please contact us at 456 -3600. Thank you. Very truly yours, Ronald C Hormann, P. E. Spokane County Engineer William H. Hemmings P. E. Senior Review Engineer N. 811 Jefferson Spokane, WA 99260-0180 (509) 456 -3600 FAX (509) 456 -4715 TEEN YEAR STORM CAL.0 G1 = -1.00 G.^_ _ .03 LENGTH OF V.C.= F.I. STA. = 525.00 F.I. ELEV. = 1870.47, 5 +25 1870.81 5 +75 1871.45 . 00 G1 = -1.00 62 = -.14 LENGTH OF V.C.= 150.00 P.I. STA. = 12550.00 F.I. ELEV. = 71.10 124 +75 71.85 125 +00 155 +23.11 125+50 125 +63.11 1.25 +75 126 +0V 126+06.11 126 +25 126 +35 126 +50 G1 = -.14 G2 = P.I. STA. = 12650.00 126 +25 126 +35 126 +50 126 +75 71.62 j 71.44+/ 71. -6 71.19 71.14✓ 71.0 71.03 71.00 70.98 70. 98 .80 LENGTH OF V.C.= F.I. ELEV.. = 70.90 70.94 70. 93 ✓ 70. 96 71.10 ✓ 50.00 G1 = .80 G2 = -i.i)4 LENGTH OF V.C.= 100.00 F.I. STA. = 12725.00 F.I. ELEV. = 71.50 126+75 71.10 127 +00 71.24 127 +25 71.27 127 +50 71.18 127+75 70.98 4 1 S P O K A N H OFFICE OF THE COUNTY ENGINEER Ronald C. Hormann, P.E., County Engineer lb O u cn e N 21 s'R:r1s o K( O U N T Y A DIVISION OFTHE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director Date: OCT, 91)9q? "S I M P -5oo-A C"CO INS6?-s ,7o.C- . SUBJECT: 3,S, P. 3Z'-9Z Gentlemen: A review of the road, drainage, and parking plans for the above - referenced plat, short plat, binding site plans 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 resubmitt mark all changes on the revised print in co lor. If you have any questions about this review, please contact us at 456 -3600. Thank you. Very truly yours, Ronald C Hormann, P. E. Spokane County Engineer William H. Hemmings Senior Review Engineer N. 811 Jefferson Spokane, WA 99260 -0180 (509) 456 -3600 FAX (509) 456 -4715 which b Y .� ;a, _. x:.v eWG.•.r r dnsa s....�'"'�' =' _nurr�a_�rrx . -. 5.1}.d_. =cM:. covenants recorded under auditors document a a� 1080235 reference is made a part Z hereof. QQ 0 A public sewer system will be made available for the binding site plan, and individual service will be s1 O o m provided se each lot prior to sale. Use of individual on -site sewage disposal systems shall not be W authorized. Use of private wells arid water systems is prohibited. z ,n The plattor does hereby dedicate foreyer the streetsszhownhere`Rn f public roa purposes. e D /+ _ _ :3 r\) Drainage easements, as platted and sh eon, which are for the purpose o installing, he ring and m ;.4 a maintaining drainage ponds and drainage facilities to dispose all runoff are hereby granted. The County li D Spokane is hereby granted the right of ingress and egress to all drainage easements adjacent to the public 5 N right -of -way. The property owner shall maintain the drainage ponds with a permanent live cover of lawn W/ turf, with optional shrubbery ;and /or trees, not obstruct the flow and percolation of storm es, which do drainage wilier in the drainage easement as indicated by the approved plans. v_ The property owner, , or his representative shall . inform each succeeding purchaser of all drainage B� 1. w easements of'the property and his responsibility for maintaining drainage facilities within said easements: rn rid maintaining the path ;L The owners of Lots .6- ,and.7 Block 1, shall be held responsible for keeping open a of the natural or man -made drainage flow over and across the property. ~ _� s,far I 16 �ncrefe in J corner of S 65 W, 45.90 ay Individual driveway access per shall be required prior aches shall be consar building In permit f Nwiththe approaches to the County road system. Driveway app a Ian on f=h!ch Engineer's office. This Ptat is rate Declaration of esnCtry Hants recorded under auditors by reference is made a part hereof. Utility easements are provided as shown hereon. IN WITNESS WHEREOF, I have "hereunto set my of ,-_1993 RANDY J. KLOETSCH WILLIAM E.PULLIAM . partners in B.R.G. a Washington General Partnership hand and affixed my seal this ,day JOHN M. SNEAD Ill Childrens Trust and his Separate Estate C ci 7rta� 3 42- TRANSAMERICA TITLE INSURANCE COMPANY V r L Northwood Properties 9616 E. Montgomery CC; Simpson Engineering RECEIVED MAR 10 1993 Cou* Engineering YOUR LOAN NO. Northwood Properties BSP 32 -92 PURCHASER OUR ORDER NO. ME 167256M SUPPLEMENTAL TITLE REPORT No. 2. The following matters affect the property covered by this order: ❑ 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. ❑ Paragraph Is I No. of our preliminary commitment is eliminated. ❑ The policy is being issued in accordance with your instructions. ❑ Our inspection of the premises on discloses: Delete exceptions 33,34,35,36,37, and 38 from certificate to plat. X4 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. Id.t. ut mss repor0 Dated as of March 10, 1993 at 8:00 A.M. TRANSAMERICA TITLE INSURANCE CO. By Micki Erwin Form 3177.1 (Rev. 12 -73) J TRANSAMERICA TITLE INSURANCE COMPANY 720 NORTH ARGONNE ROAD SPOKANE, WASHINGTON 99212 (509) 922 -2222 /FAX 926- 1519 PREPARED FOR: TRANSAMERICA NO.: ME- 167256M RE :. NORTHWOOD PROPERTIES NORTHWOOD PROPERTIES 9616 E. MONTGOMERY cc: Spokane County Engineers cc: Spokane County Planning SUPPLEMENTAL TITLE COMMITMENT NUMBER .l. ------------------------------------------------------------------------ ATTENTION: This Supplemental contains changes which impact title to property set forth in the above - referenced commitment. ------------------------------------------------------------------------ S C H E D U L E "B x Paragraph Nos. 42, 43, 44,.45, 46, 47, 40 and 49 are added as follows: 42. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: The Washington Water Power Company, a corporation PURPOSE: Electrical distribution line and associated fixtures; with right to inspect: line and to remove brush and trees AREA AFFECTED: Portion lying SW of Montgomery and other DATED; May 15, 1992 RECORDED: October 1, 1992 RECORDING.NO.: 9210010020 43. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: The Washington Water Power Company, a corporation PURPOSE: Electrical distribution line and associated fixtures; with right to inspect line and to remove brush and trees AREA AFFECTED: Portion North of Montgomery and other property DATED: May 15, 1992 RECORDED: October 1, 1992 RECORDING NO.: 921.0010021 44. Declaration of Covenants, Conditions and Restrictions of Mid Valley Business Park imposed by instrument recorded on February 23, 1993, under Recording No. 9302230156. Order No.: ME- 167256M Page No.: SUPP 2 48. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: Ei NT01 AND: DATED: RECORDED: RECORDING NO.: REGARDING: William J. Lawson and Carol K. Lawson, husband and wife North Creek Analytical, a Washington corp. United Security Bank February 24, 1993 9302240443 Subordinates unrecorded lease dated March 11, 1992 to Deed of Trust recorded under No. 9301190317, shown as Paragraph NO. 45, herein 49. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: William J. Lawson and Carol K. Lawson, husband and wife AND: Jamie R. Boese, dba JRB Distributing AND: United Security Bank DATED: - - -- RECORDED: February 24, 1993 RECORDING NO.: 9302240444 REGARDING: Subordinates unrecorded lease dated June 2, 1992 to Deed of Trust recorded under No. 9301190317, shown as Paragraph No. 45, herein x There has been no change in the title to the property covered by this order since August 12, 1992, EXCEPT the matters noted hereinabove. Dated as of March 3, 1993 at 8:00 A.M. TRANSAMERICA TITLE INSURANCE COMPANY By t' Micki E win, fficer and TRANSAMERICA TITLE INSURANCE COMPANY 720 NORTH ARGONNE ROAD SPOKANE, WASHINGTON 99212 (509) 922 -2222 /FAX 926 - 1.519' PREPARED FOR: TRANSAMERICA NO.: ME- 167256M RE:. NORTHWOOD PROPERTIES NORTHWOOD PROPERTIES 9616 E. MONTGOMERY cc: Spokane County Engineers cc: Spokane County Planning SUPPLEMENTAL TITLE COMMITMENT NUMBER 1. -------------------------------------------------------------------- ATTENTION: This Supplemental contains changes which impact title to property set forth in the above - referenced commitment. ------------------------------------------------------------------------ S C H E D U L E ,IBII: x Paragraph Nos. 42, 43,.44,.45, 46, 47, 48 and 49 are added as follows: 42. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: The Washington Water Power Company, a corporation PURPOSE: Electrical distribution line and associated fixtures; with right to inspect line and to remove brush and trees AREA AFFECTED: Portion lying SW of Montgomery and other DATED: May 15, 1992 RECORDED: October 1, 1992 RECORDING.NO.: 9210010020 43. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: The Washington Water Power Company, a corporation PURPOSE: Electrical distribution line and associated fixtures; with right to inspect line and to remove brush and trees AREA AFFECTED: Portion North of Montgomery and other property DATED: May 15, 1992 RECORDED: October 1, 1992 RECORDING NO.: 921.0010021 44. Declaration of Covenants, Conditions and Restrictions of Mid Valley Business Park imposed by instrument recorded on February 23, 1993, under Recording No. 9302230156. Order No.: ME- 167256M Page No.: SUPP 2 45. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: William J. Lawson and Carol K. Lawson, husband and wife TRUSTEE: p First American Title Company BENEFICIARY: United Security Bank ORIGINAL AMOUNT: °� l "' $536,375.44 DATED: 1� January 15, 1993 RECORDED: January 19, 1993 RECORDING NO.: 9301190317 AFFECTS: Portion of said Real Estate ASSIGNMENT OF RENTS AND THE TERMS AND CONDITIONS THEREOF: ASSIGNOR: William J. Lawson and Carol K. BETWEEN: Lawson, husband and wife ASSIGNEE: United Security Bank DATED: January 15, 1993 RECORDED: January 19, 1993 RECORDING NO.: 9301190318 AFFECTS: Portion of said Real Estate 46. FINANCING STATEMENT AND THE TERMS AND CONDITIONS THEREOF: SECURED PARTY: United Security Bank DEBTOR: William J. Lawson and Carol K. Lawson, husband and wife COVERS: Beneficiary's interest in that certain Deed of Trust recorded under Recording No. 9301.190317, records of Spokane County RECORDED: January 25, 1993 RECORDING NO.: 9301250328 47. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: William J. Lawson and Carol K. Lawson, husband and wife AND: Placer Dome U.S. Inc., a California Corporation AND: United Security Bank DATED: - --- RECORDED: February 24, 1993 RECORDING NO.: 9302240442 REGARDING: Subordinates unrecorded lease dated November 26, 1991 to Deed of Trust recorded under No. 9301190317, shown as Paragraph No. 45, herein Order No.: ME- 167256M Page No.: SUPP 2 48. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: AND: AND: DATED: RECORDED: RECORDING NO.: REGARDING: William J. Lawson and Carol K. Lawson, husband and wife North Creek Analytical, a Washington Corp. United Security Bank February 24, 1993 9302240443 Subordinates unrecorded lease dated March 11, 1992 to Deed of Trust recorded under No. 9301190317, shown as Paragraph NO. 45, herein 49. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: William J. Lawson and Carol K. Lawson, husband and wife AND: Jamie R. Boese, dba JRB Distributing AND: United Security Bank DATED: - - -- RECORDED: February 24, 1993 RECORDING NO.: 9302240444 REGARDING: Subordinates unrecorded lease dated June 2, 1992 to Deed of Trust recorded under No. 9301190317,, shown as Paragraph No. 45, herein x There has been no change in the title to the property covered by this order since August 12, 1992, EXCEPT the matters noted hereinabove. Dated as of March 3, 1993 at 8:00 A.M. run. TRANSAMERICA TITLE INSURANCE COMPANY B Micki E wificer tbimpson Enc)ineers, Inc. CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road • Spokane, WA 99212 (509) 926 -1322 • Fax: 926 -1323 r \t TO: GAQ p,E. SPOKA Chu E SUBJECT: p 3 Z -9Z ; ST -ear PuvJ- PRORLES DATE: Jft"vatty 10, 1993 �M OF- S7'2E)Vr P[..NJS I To SHOW wJ Bn. 1 TZ J Ndj -& �J A+-AIN RAD IUS w W S W I o EN . OM i CiJTS bWeI6 I — I I -93 6 w OU P— P-- G-1 .Cr— PRJIJTS AS PM N U v T IS Gq 19 n 1 5 g S B. AV - - - -- - - r 1,L� p� �(v�. il v.--- f FAX COVER SHEET 4 U N , ^ Puouc WOR DCPAItTMEN SPOKANE COUNTY FAX # (509) 456 -4715 DIVISION OF ENGINEERING & ROADS N 811 JEFFERSON SPOKANE, WA 99260 - PHONE # (509) 456 -3600 NORTlle111EFFE[WN q l Sl' KANE.I'/nMNGTONM2l IM, DATE: S - / J� FAX #• q A - / 3 cl � TO: COMPANY: CITY / STATE: NUMBER OF PAGES (INCLUDING COVER SHEET): FROM: MESSAGE /SPECIAL INSTRUCTION s p -W 3 /ti NS eO 1 K , d � ` ^ � � I � � x ' MAY 03 1 94 11:08 SIMPSON ENG. 173 P02 UtiL /rr EASEMENT \� LOr 9 ALOCk / Tz -si a• B• fV 1 C �. :_� Ew FR R ^ ,q V._ _ F-NO LVAreA �Gu /slr/O L ua6 + N _ N CvAB / S,DEu:w,[ M TO BE REMOVED AND DEPLwc" I LsNV r— CONSTRUCT DOUBLE BARREL DRYWE (L rYAf B • SPORAI/C ' CounTr <rANDARD ML7AL I%AMfj SOLID METAL GRATE CMANMQI! C.W APWA S r0. PLAN 4 p4 Z) SrAl. /3ot23 34,S'Lffr 'GRADE rb O muss W/ EA13ri'vo C +RUU,vD, 3 ' ,� MN P �5� i r eLZa1[f P!A lotAro of DRYWELL DR / v c 'COUNrr �rsi oAeiD, 130 +i3 - ii.ow'cr. CpN1vEcr Tp 0,#'L &4 "1 1 PVC 0'40,-V, wr. 3-1. Grode, SC ALE % /:2 CO/vCREY6 /wLEr TrvE Z, sPDA:A.rLr S--3 -9y GRATE ELEV. oF /NLEr' rp R ,(p7; Betow EA1sT Ter CvAB ( S � .. FOR: 6L/NNIN6 84114DERS R T M to 0 51 M Os6 .Y EfVG "VFERS 1 //YC:. N. 909 9 RG oNMP ROAD .SrDKANE, k/A•. 93oZ12 I MAY 03 1 94 11:08 SIMPSON ENG. 173 P01 Founded 1946 impson Engineers, Inc. Civil Engineering. Land Surveying d Land Planning N 909 Argonne Road/ Spokane, WA / 99212 Phone ? 926 -1322/ fax If 926 -1323 FAX TRANSMITTAL DATE s- 3- yy TO: _B /GL /STEM M /NGS iFOKAivE �D E�'G /Ati EQ$ FAX 3ZH -3y78 FROM: .SYEyc Tie /rP RE: A"ywal/ Re % _ca�'e„ - BSP ?Z- COMMENTS: 7A-- I /n%: / r. Eu s� itch Is /0 - 14 sew c, L .;, L R r.n ni.ra 9/o g A* , "Pazge /T /eo.Es >o n,* �f_ #-n 7 a- ,hR Cl ip �n� J/' the- Gem, 4 ever heels Yo .e,. - /tce f 6 Aew D / tl.h/ ed"I.l LG� &s ,l s 7 a Mg, Sb ee7 - lc- NUMBER OF PAGES: z (INCLUDING THIS SHEET) IF YOU DO NOT RECEIVE THE ENTIRE TRANSMITTAL, PLEASE CONTACT US MAY 03 '94 10:02 SIMPSON ENG. 172 P01 Founded 1946 6 impson Engineers, Inc. Civil Engineering, Land Surveying 6 Land Planning N 909 Argonne Road/ Spokane, WA / 99212 Phone 1 926 -1322/ fax 9 926 -1323 FAX TRANSMITTAL DATE: TO: B /LL I�CMMiN(s$ PC �S�OKHNE CO ENG/vEE FAX 3Zy - 3y76 FROM: STEVE TRrPP RE: IFS/ 32-92 COMMENTS: RE L06,9 T,oN OP DR Yw E LL .o wo P�P/NG FROM Comte ETE /NLLT J 1/� a, G// Py TO N.Y EK/ST /NG W4ree Z./,ye/r N10 _ 606 RA TELEPNK.ve r:fAJL LOG/ITCO A T r PKA" tocAT /O/V S'S& PLANS `o.f MoNT GoM EeY D.P vF B /NO /NG $'/re —94 ,PLEASE LEY ME knew u4yi97 -,r NEED TO DO n GET This aire0✓EO 5o r//c cov rRr riov ao �E COMiL ETED T/1 /n.t YOG NUMBER OF PAGES: (INCLUDING THIS SHEET) IF YOU DO NOT RECEIVE THE ENTIRE TRANSMITTAL, PLEASE CONTACT US / .il, `�A."L.Z- 6A°k C6 /0722 A'K, 'rlv* y MAY 03 '94 10:03 SIMPSON ENG. GOT 7 / \ \ Q /ND /N4 S /TE Pf�1N a• 3z -9; VR q 1. END WArEA IV MQ�G °'!? Eye �N GVRB � S,pfuant M To 9E RElnaYED AIND 4EALNGGOI r— T Y., CONSTRUCT UOUBLC BARREL. PRY WE L rYAf 'B' SAO,c CDuNTr STANDARD METAL IRAMECI SOLID MCTAL GRATE (MAVfte Cove; APWA STD. PLAN 'e4Z) STA. /30x23 30,5 GRADE )b AE fLVSf W/ 4fx ST/NV GaovNO. �J 3 MN " PbWE A . ! E L N 1 ptES _r ec PA lL. t91(f P[A, N LOCAr��! " Il Df ORYWEL4 OR /v _ -7 - SG.94E %l =Z COy,G RE TE /N4ET TTPE -7- , SPO YO{/NTY STAN,DARv, /30f23 2 /.ov 4CONNBGr TO PRYWELC W /O P 8 • 40.01 AT 3� /a Gred2. GR!+TE fLtY. oF. /NLET TO q 1 ,(07: LtELOW EAfsT. ToP CvAB, I II M M Y 11 Y1 E. �J I EXPIRES 7117 I 172 P02 FOR Gu/VN/NG BU /LDEQS. SLMPSON E1V4 1VEERS , /A/C N. 909 , qRGONNE R0,4C SPDXAN6 WA. 992/2. S impson Engineers, Inc. CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road • Spokane, WA 99212 (509) 926 -1322 • Fax: 926 -1323 TO: I I H e-mming s P G SUBJECT: I 32.-9 Z- DATE: r 15 3 P\ti G C � cc_ 4 7 0 1 c k. ' F C-- s 5 t 1. Yom Ic s 3 . , �• s � w �. _ v c o a ✓J h v (f- S' . r •.iHi\ �1 W �6 e' vj vo /I I �D-(� ° � � is N 5 � � t\S Vqlkk 0 0 -OF --- P69MOOOF MohjTGo DpltoE__.._ LQ,_rKttj_ Tl�iE_ PL-A" 7 .,OE T`IPG - - — - - ----------- -- 4-E - F r7VTTU:i2_ I"e ( of?! T) AS 114 3 e_-rs = 9 17 tin - - -� -- c� ° 18 -- �FiG 18 --- ------- - Yn7i__ 1,93' is + 14-5 Iz 59 0,97 Pr. mjAj. 4 Tap G, _T6 J�A 70 VJAg� __TFfo '1 0 .�' S P O K A N E PLANNING DEPARTMENT MEMORANDUM RFCEIVED FEB 2 6 1993 `I O U IV T Y WALLIS D. HUBBARD, DIRECTOR '[Q Spokane County Engineer Spokane County Utilities Spokane County Health District Spokane County Department of Building & Safety Fire Protection District #1 Irvin Water District FROM: John Pederson, Planner II DATE: February 25, 1993 SUBJECT: Final Binding Site Plan #BSP -32 -92 NORTHWOOD PROPERTIES Enclosed is a revised FINAL BINDING SITE PLAN NO. BSP- 32 -92. Please review this proposal and return any comments and recommendations you may have by March 11, 1993. Enclosure c: Ted Gunning, 9616 East Montgomery, Spokane, WA 99206 Simpson Engineers, 909 North Argonne, Spokane, WA 99212 WEST 1026 BROADWAY AVENUE ' SPOKANE WASHINGTON 99260 -0240 • (509) 456 -2205 i BINDING SITE PLAN 32 -92 FEB. 23, 1993 SIGHT DISTANCE ANALYSIS: CARLISLE LANE For a car waiting to merge from Carlisle Lane onto Montgomery Drive, we will make the following assumptions: 1. Driver's eye is 16 feet behind the gutterline of Montgomery Drive. In terms of street stationing, with the centerline of Montgomery as station 0+00 of Carlisle Lane, the gutterline of Montgomery is Carlisle station 0+22, thus the driver's eye is at station 0+38. 2. Driver's eye assumed to be 3.5 feet above finished grade. At station 0+38, the finished grade elevation is 72.45, thus the eye elevation is 72.45 + 3.5 = 75.95. 3. The centerline of Carlisle is at Montgomery Drive station 123+98.76, so the driver of the merging vehicle is at about station 123+95 of Montgomery Drive, 38 feet left of centerline. 4. Existing ground in this area is generally flat to gently sloping, approximate elev. 73.0. Thus, the natural ground to the driver's left and right is about 2 to 3 feet below the eye, and therefore does not obstruct the view of approaching traffic. Montgomery Drive pavement grades average about -1% 5. Montgomery Drive is designated as a "minor arterial ", with a design speed of 45 mph and a current posted speed limit of 30 mph. SIGHT DISTANCE TO THE NORTHWEST (Driver's right) P.T. of nearest curve: Montgomery Drive station 120+23.5 Distance from driver's eye to P.T.: (123+95) - (120+23.5) = 371 feet. Distance to see approaching vehicle: approximately 700 feet. SIGHT DISTANCE TO THE SOUTHEAST (Driver's left): P.C. of nearest curve: Montgomery Drive station 126 +97.86 Distance from driver's eye to P.C.: (126+97.86) - (123+95) = 302 feet. Distance to see approaching vehicle: approximately 450 feet. I.RECENED MAR 91993 Gnudy Engineering SIGHT DISTANCE REQUIRED to turn left onto Montgomery Drive across one lane of traffic and merge with traffic from the right: at 30 mph, sight distance = about 310 feet to the left and about 380 feet to the right. at 45 mph, sight distance = about 450 feet to the left and about 700 feet to the right. Conclusion: Sight Distances are adequate in either direction at either speed. SIGHT DISTANCE REQUIRED to turn right onto Montgomery Drive and merge with traffic from the left: at 30 mph, sight distance = 380 feet to the left. at 45 mph, sight distance = 700 feet to the left. Conclusion: Sight Distances are adequate in either direction at the existing posted speed limit of 30 mph, but the sight distance to the left is insufficient for a driver to turn right and merge with traffic at 45 mph approaching from the left. SUMMARY: Carlisle Lane intersects with Montgomery Drive at a location specified by the Spokane County Engineering/Street Department. Originally, Carlisle Lane was to be located one lot to the southeast (160% but Spokane County Engineers recommended it be relocated to its present location to have adequate sight distance. The approach from Carlisle Lane onto Montgomery Drive is satisfactory at the existing speed limit. Since development along this corridor will increase traffic volume, the speed limit through this section should never be increased to the "design speed" of 45 mph. The location of Carlisle Lane provides better sight distance than the seini -truck entrance to West Coast Grocery Co., which is just west of this project. 5 F. S/. Reference: AASHTO - "Geometric Design of Highways and Streets ", distance at an at -grade intersection. ,. 596] � k ccrrt� S - NAL ..71RE5 7:17 9 7 6 impson Engineers, Inc. CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road • Spokane, WA 99212 (509) 926 -1322 • Fax: 926 -1323 TO: 13111 Nan, i k s SUBJECT: a s p 3z -9 L STCL6ET Profi Ics DATE: 3 / l i 9 3 A i ar r v RECEIV 93 Signed �e DATE: DECEMBER 30, 1992 TO: BILL HEMMINGS FROM: JIM RADKE RE: BINDING SITE PLAN #32 Bill, Yes, Garrison soil groups. Can hang my hat on the Drainage Guidelines with respect to drywells; therefore, I do not require any percolation tests to set my mind at ease. With respect to pavements: I still feel it is best to require at least one "R" value test for each significant soil grouping. In this case that equates to one test. J. R. ir FV C.. (DATE) t99Z /VI.L , 1�� 6 Ls *4 s4 P." & (A , ►q.0 t. (DEVELOPER'S NAME & ADDRESS) Dear Air_ 60ur,-J,r4(. SUBJECT "T score.(► PenQui(bfe.r'- a T3 F6 C, L oj./. 'Zrs P�A-,t �" 3 Z PROJECT # 9 S — 3 -�L Additional information with respect to the above projects subsurface soil conditions is required to complete the plans review process. Specifically, representative values for soil percolation rates and soil - subgrade "R" values are necessary to evaluate the proposed pavement section and storm drainage disposal system. The Spokane County Materials Laboratory has reviewed the proposed development plan; made a preliminary investigation of the on -site conditions; and has determined a minimum number of D percolation rate tests and 1 stabilometer "R" value tests are required. This information may be supplied by any qualified soils firm. The tests and methods must meet Spokane County standards, and be inspected by Spokane County personnel. Spokane County should be notified at least 74 hours in advance of all sampling and testing. Respectfully, William Hemmings Senior Review Engineer cc: ENGINEER k\g \t\r -valu -p.tes t5ampson Engineers, Inc. CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road • Spokane, WA 99212 -_ (509) 926 -1322 • Fax: 926 -1323 TO: D,o\/ Ff 3 C- P- — to SUBJECT: 5-P 4,3Z DATE: Signed 6 impson Engineers, Inc. CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road • Spokane, WA 99212 (509) 926 -1322 • Fax: 926 -1323 p� 03 799? TO: DAME i3ER -'a SUBJECT: S. S, P. 32- -97 - , IZ/3/`TZ - . 6 imp6on Engineers, Inc. CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road • Spokane, WA 99212 (509) 926 -1322 • Fax: 926 -1323 JAN 1 1 1993 ya t, E ," ENG TO: C�aeti Na soN. P,E. S o E C UIJT4 ENC N s SUBJECT: &lPDINC SITE Putty 32- : SMEETS k DRA'WAGE DATE: j FNwvN s at) NTFPC -H S STZFEr Puy-- PR-o FiI.E A E Ch o,J S P eg- YOVP THE =r- PENT$. oTE Ti-Wr E P OSED LAJQ-L- Afr - MOM VE sw, ISO +90 ms Eel AepuceD v TUJ0 - T`1PE B DR - yuj &, c AT srpm o N S is o -t- 4 AND is 1 +o o. gi4koKLs Ac, PnQ Signed 1�uG Ctc21STJ��1 I i ' - rFne .r?_ E._G.14..25tro_e.�. +T1.� LFC _......_..-.._...___._ �_ �_ �. �-...__ Zi.: �20_...— .2- .C.:`7Q�J__..= _.•_�i 28. �o_S4- .FT_.. _,- __,_..___.._ _ .____._'__._. .. _. _ I I TYP.E_" cvk.6 __ -. Zo s._sq., Fr. &Ab PR6 D-.._ o-me_5 - Dcl 2_. . ---^- �._ 208 TP o N�_ - G._LoS� BL ' ------- - ` - ---- ---- -- ---- -- ---------- - - -. _ _.- -- -- -I— -- - -- ---- - - - - -- --- --- - -- - -- --- '__ -l.= _ 4. v.__ hN. D __ ACe�---- -436_sy.- Fr.. ✓ ✓ ✓ _ - - -- --. _ 35+ \ -- f_TfA _ARe?s _.43G +.11o .t_I q94 _1,59.0_ SQ..FT l.E J T___..__ _. 795 +778.. I = H 1,3 Cu, FT, ✓ --.813_>_8f Rs4 D.._ •'_.Foul _oh F�ATIONAL FDRAIMI-11 HYDROLOGY DATE - 10/ DESIGkIlER D.H.C. PROJECT MIME = DINDINED SITE PLAN - -' ,- 2-92 DESCIF"IF''TION L 7t p, C� , I -EXMI"P% LANE: SUBAREA 1 =_ 178 ACRES SUBAREM C017 FFICILNT 9 TOTAL AREA Z173 A c R , E S COMPOSITE CGE 1 F C.)VERLAND 1 VALUES Ct L C) 16 ✓ CHANNEL FLOW VA Z1 waa -ry 12e 9- ox 7'- N -016 T ID 2C)4 COMPL.] I 'VIILIJJ DUR = 5. . 18 VVV - BO ATRIND CALCULATIUNLi DATE 10/27/92 DESIGNER = D.H.C. BASIN I PROJECT NAME BINDING SITE PLAN 32-92 .DESCRIPTION = STREET DRAINAGE L Intensity Odev. bill Vou t" Storage (min. ) (EEC.) (in. /hr. ) W. f .4. ) - (cu! ft.) (cu. ft.) (c". ft.) 5.0 300 3.18 1.37 too 90 460 1. C) 6,0 c::) 2 24 .96 676 180 1 9b 15.0 900 1.77 .76 Y63 270 W1 20.0 1260 1.41 ..62 012 0 fl".2 25.0 1500 1.21 ...52 834 450 384 3010 1000 1.01 .15 •51 540 .311 35.0 2100 .91 .39 862 610 212 40, (�l 2 -10 B2 130 883 720 16 45.0 00C) 74 32 892 810 82 50.0 3000 .6b .29 907 V00 7 55. 0 .28 917 990 1 60Z.) 3600 61 .26 071 Anoo -109 65.0 3900 Ao .26 1024 :1 1.70 -146 7010 4200 1.50 1 .25 1071 1260 -137, 75.0 4500) .24 10 Q V 1010 -251 a0." 406c) .23 111B 1440 -322 85.0 5100 .52 .22 Ilbs 1030 -377 90.0 540() o .22 1183 1620 -437 92.0 5700 .49 .21 1223 1716 -481 foo.0 6000 .4R .21 '1260 1800 -540 THE MAXIMUM STORAGE IT 4 CU. FT. "QS" pCot, 14awme: CT G" WTH CLI. FT; The tima•cvf concentration is 5 mknutes. The Ukdavaloped +ICIW Out is -3 C-00- TEN YEAR STORM CALF F ' 1 ti- .P. 32 -52_ sT i - DRAItJ7aGE _ Kt1ns� 10- 2'1 - 9Z ,BPSlNS 2 r 3 (A� ST TIOt`l AP 0 +22 TO EfZ 0+52 (5 0 ) (9 0) .. — _ 2. ( PADII C: I '//i Tf 30 '70'7) = 1, Z Co 5 c . Fir) _ Z S IDE-- of RLi+p = G43 sq. Fr' Ll.c.H SIDE (s) STAnaJ e7P_ 0 +52- To E-9, Ibl. Cos LF. X 15 WIDTH. E SIDE = 2, 25 Sq. Fr. o�cH SIDE aF Y 1 I (c� CuL_pt -SAC- 6 2+33. G5 To ENp �PuwIMET+kk� 4,108 SQ,Fr ON MOUTH SIDCOF F'sr.J� AND fit,. +05 5Q . Fr. on1 5ev TF-1 SIDE OF ROAD I - MTAL. At \S SP.SII-I 2� NO2TH SIDE OF e-o AP = 71,9G 5Q. FT x' /z = JII.S cv.Fr• .. 2.08 " V oLV nqE OA-511--1 j, Sou T?A S(DE' OF ROA17.= 1,"7 SQ.F T X 17 Z = Cv. FT aob VOLume S Femp vo"me ' G" DEPTH WITH 4-* 1 SIDE sr_oPCS = OS AkcA +0= Perc'nETEK i _ Foti. t7CFl .PONp F-06P-AfEA= B (Go ) +5� a Z �) _,''....$ �✓ 480 +'7E5 SS5 .1 AWO PEP-Irtie-?DZ-= co r8 +G.O+10 +: -F 20 LF i 555) 4- O 5 163) = 359 cu . FT. 0 0 >.311..5 CV. FT, KEQ.IP.ED Fob ZASW 2 :• Fc nlp cK I ✓ 8 359 > 323, y Cv.FY, QSQvIPt-b r` 6ASh1 3 PcND o CAkL_I L.AIJE A x 4 )(I'TE = 9/23192 DE'�IGNER = D.H.C. To ,jc OFF F-'R'GQE NAME BIA'ADIENG, SITE 1 C-'2-92 r7;.. 123 6 %, "ESCRIPI = STREET DRAINAGE I'S • S , - .U , - . AREA .4 1 = 172 ACF:ES SUBAREA RU N Ci F COEFFICIENT 11 . TOTAL. PREA = 172 ACIRES COMFT)SITE k'LJN0l- 71- COIEFFIElEl41- CIVERLANID FLOW VALUES Ct = 15 L N 01.6 S 02 CHANNEL FLOW L U E 9 L C) N .016 S = n7.3 Ill J. COMPU I VALUES OUR I10 _ .13� ci 10 = .49 Q �n y �� " ~ BOWSTRING CALCULATIONS jNjG Q DATE 9/28/92 DESIGNER = D.H.C. BASIN 2 PROJECT NAME = GlNDl}�G - SITE PLAN 32-92 , ~r ��� ������ ���n���� ��,� DESCRIPTION = STREET DKAINA6E t t lntensity Wdev. Vin ;out GLorage (min.) (sec.) An./hr.) (cu. ft.) (cu. ft") (cu. It.) 5.0 300 3 . 1 8 .49 198 9; 108 10.0 600 2.24 .35 243 100 63 15.0 900 1.77 ^27 275 270 5 20.0 1200 1.45 .22 292 360 -68 25.0 1500 1.21 ^17 300 450 -)50 30.0 1800 1.04 .16 306 540 -234 35.0 2100 .91 .14 310 120 -320 40.0 2400 �82 .13 318 720 -4O.2 45.0 2700 .74 Al 321 810 -489 50.0 3000 .68 .11 327 930 -571 58.0 3300 .64 .10 337 990 -653 60.() 3600 .61 .09 350 1080 -730 65.0 3900 .60 .09 369 1170 -831 70.O 4200 58 .09 7-86 126,10 -874 75.0 4500 .56 .07 390 13n0 -955 80.0 4800 153 .08 402 1440 ' 85.0 5100 .52 .00 415 1530 "1115 ' 90.0 5400 .50 .08 126 1620 -1194 95.0 5700 .49 .08 440 1710 -1270 100.0 600O .48 .07 453 1G00 -l3 THE MAXIMUM STORAGE IS 107.890120 CU" FT. ./ '' �) You� ooLv*E(� , �r �� ��nt�� . � 2 �� I The time of concentration is 5 minutes. ~ `~ The Undeveloped flow out is "3 c'f^s. � l~�/�u��Kx�o���,~��/n��"A^ TEN YEAR STORM CALC I gG on * we o� gd*o &) RATIONAL FORMULA HYDROLOGY ' SYDE - DATE = 9/28/92 DESIGNER = D.H.C• BASIN 3 1 1OUV4 OF cu�DssAC— - m NE- Orr P",.rrs.qwu�j PROjECT NAME - BINDING SITE PLAN 32-92 DESCRIPTION = STREET DRAINAGE t0e SUBAREA 1 = ACRES SUBAREA I RUNOFF COEFFICIENT TOTAL. AREA = .178 ACRES COMPOSITE RUNOFF COEFFICIENT .9 OVERLAND FLOW VALUES C L N .016 S = .02 CHANNEL FLOW VALUES L 330 Z 3 = 30 Z2 - .172 N .016 p - S 01 TO 1:" CONPUTED VALUES OUR 3. ou 110 1.12 010 .31. F ° � ' ~ BOWSTRING CALCULATIONS le DATE 9/2R/92 DESIGNER = D.H.C. BASIN 3 ' PROJECT NAME = BINDING SITE PLAN 32-92 DESCRIPTION - STREET DRAINAGE t t Intensity Odev. ;in Vout Storage (min,) (sec.) (in./hr.) ft.) (co. ft.) (Co. ft.) 5.0 300 3.18 .51 205 90 1l5 10.0 600 2124 136 . 252 160 72 ' 1510 900 1.77 .20 284 270 14 20.0 1200 1.45 .23 302 360 -5B 25^0 1500 1.11 ^19 311 450 -139 30.0 1G00 1.04 .17 317 540 -223 31.0 2100 .91 .15 321 630 -309 40.0 240O .82 .13 329 720 -391 45.0 2700 .74 .12 332 610 -478 ' now 3000 .68 .11 338 900 -562 55.0 3300 .64 .10 319 990 -641 � 60.0 3600 .6l .10 362 1080 -716 65.0 3900 .60 ^10 381 1170 -7R9 70.0 4200 .5B .09 10V 12bO -860 75.0 4500 .56 .09 407 1350 -941 - BO.0 4800 .53 ,0U 416 1140 -1024 05.0 5100 .52 .08 429 1530 -1101 90.0 5400 :50 .u8 441 1620 -1179 75.0 5700 .49 , .08 155 1710 -125 100.0 6000 18 ^08 469 1G00 -133l ^r � � � THE MAXIMUM STORAGE I5 114.793272 rU, FT. ``C08''fn.^b voWvwE � cu.F7', I The time of concentration is 1 5 minutes. The Undeveloped flow out is "3 c.f�s, �� �L-�.ua�s��wu��-I}el^/c�� Tj�s`�/\'` TEN YEAR STORM CALC • r 1 i P g y gasrN . &: JACXSor� Avo.ruE FROM EXrSn( JG Clk& L ASPFJALT e. S7A7lonJ 5+65 3 i 70 Low PoWT o' t�'.P- CURB O+ S IZ So u')'Fl hwlp EgSY Sip E OF RogDJ . R To-.cup &.= ZO + G SIDEk1ALK = 26 'IDIAL wIAM Lwyzx = so9 • I 0 AP-�? _ �ZG �� 509. I e� - . 13 238.7 sq. FT. = 0.3 A ck.2 6 try = C 86.z3- 60,90 5 = I,oS ° 70 =0. 85 CFS coNSte�cT -. Dou3�C. &Af-e. 'DP1wt1L f TYPE��E @ EP.. eu/q O+S(o�12 20 -KT. _ f 6 5 t I 1 _ r•rl .� RATIONAL_ FORMULA HYDROLOGY" DATE = 11/20/92 DESIGNER = D.H.C. BPS IN 4 = so rr 1o^-r S'Dt OF ,Ip•c"Ce hv�nl�E PROJECT NAME = BINDING 91TE FLAN - -92 DESCRIPTION = STREET DRAINAGE —RECALCULATED SUBAREA 1 = .3039 ACRES SUBAREA 1 RUNOFF COEFFICIENT = 9 TOTAL AREA = 30.9 ACRES COMPOSITE RUNOFF COEFFICIENT = .9 OVERLAND FLOW VALUES Ct == .15 L = 20 N __ 0 16 S = .025 CHANNEL FLOW VALUES L _ 519 Z1 = 40 Z2 = 17.^_ N = .016 B - 0 S - .01 TD = .1505 COMPUTED VALUES DUR = 5.25 110 - _.12 6110 , .05 —> cetisTRUCT 1-7 DouBL-E &AZkrzDa- qwb I.a.�r1PE OA = .85 C4 Ow :'PoWT ER curs ot56•I2 Zo' RIGHT 0 g,5, P, 32 -92 -'I r��T DRfiINhG gR51 n1_ I J _.�AChSOI�I_HVE�r. 1L1E�_.h�OKT}-I.AND. wEST :iDE of k.O AD Fko r� ... .. _ _&z s - nN G g lACKSoN AvE e FT ;+22 To LovJ F1 ". C-EP O�Y�y 2z LEFT AQD INGLUDW Ca A%PWV Ii ErwCF_N LEI`I c RI: lva L' E JAC LEN GTN = _ 29Q ALA 4 �� - APeq �Panrnhlerer;�= '71 130_,sQ; FT. = or 1C.4 Aek_E ..... "AV6. S"PE :... ._ ov gzuwp = __ 8on - )l 21. = f'. 3001, C mot . PT . ... C_or.ISrgijc - r- -- Poudf.E eWvP ELDRYwELL.., T`IPE Of-. CVi,$ 0 +31._. 53� ZO r LT. (= P OIrJ'r \__.. :.._ .. .. ^ � ~ ` RATIONAL FORMULA HYDROLOG\ DATE = 7/29/92 DESIGNER = D.H.C. BASIN 5 (NW JACKSON AVE) PROJECT NAME BINDING SITE FLAN 32-92 DESCRIPTION STREET DRAINAGE SUBAREA 1 - .164 ACRES SUBAREA 1 RUNOFF COEFFICIENT .9 TOTAL AREA = .164 ACRES COMPOSITE RUNOFF COEFFlCIENT = .9 OVERLAND FLOW VALUES Ct = .l" L = 210 N S CHANNEL FLOW VALUER L = 57 Z1 40 Z2 .172 N ^0lb 8 4:) S ^0l1 T3 = .125 COMPUTED VALUES BUR = 5.00 110 3.18 010 = .47 ��_.]�^v«�/��^«�s�Z}�v*ez�,'�/yec� Q;� ���� `� �47 _�+/*'��Sa�.cj' � � Pt uo�� �u p ���»� / �x _^ ' DATE = 9/30/92 DESIGNER = D.H.C. BASIN 8nNUlSH RATIONAL FORMULA HYDROLOGY ' DATE = 9/30/92 DESIGNER = D.H.C. BASIN 8nNUlSH PROJECT NAVE BINDING SITE FLAN 72-92 DESCRIPTION STREET DRAINAGE SUBAREA 1 = .2416 ACRES ` SUBAREA l RUNOFF COEFFICIENT � .9 TOTAL AREA = .24160 ACRES COMPOSITE RUNOFF COEFFICIENT OVERLAND FLOW VALUES Ct = 1� ^^ L = 20 ~" H = .016 S = 025 ^ CHANNEL FLOW VALUES _ 420 � Il = 4O � I2 = .172 H = .016J ' E: - 0 S* = .022 ^ TD = .126 COMPUTED VALUES DUR 5,00^/ '/ 110 � 3,18 R1� = "69 �r . art = .69 ' y ~ ' ^� ^ ^ � BOWSTRING CALCULATlON3 � DATE - 9/30/92 DESIGNER = D.H.C. BASIN BOWVISH PROJECT NAME = BINDING SITE PLAN 32-92 DESCRIPTION STREET DRAINAGE t t Intensity 2dev. Vin Vout Storage (min.) (sec.) (in./hr.) (c.f.s.) (cu. ft.) (cu. ft.) (cu. ft.) 5.0 * .300 3.18 .69 278 90 188 10.0 600 2.24 .49 342 180 162 15.0 , 900 1^77 V30 386 270 1l6 20.0 1200 1.45 .32 411 360 51 25^0 1500 1.21 .26 421 150 -29 30.0 1800 l.04 .23 ' 430 540 -110 35.0 2100 .91 ^20 436 630 -1V4 40.0 2400 .82 .18 446 720 -274 45.0 2700 .74 .16 451 810 -359 50.0 300o . 6O 15 � ' 459 900 -141 55.0 3300 .64 .14 473 990 -217 60^0 3600 "61 .13 491 1080 -589 65.0 3100 ..60 ' .13 518 1170 -652 70.0 4200 .58 13 543 1260 -717 75.0 4500 .56 .12 551 1350 -79� 80.0 4800 .53 .12 565 1440 `S75 85^0 5100 .52 .11 583 1530 -947 90. 5400 .50 . .l1' 598 1620 -1022 95.0 570O .49 .11 618 1710 -1092 100.0* 6000 .48 ^10 637 1800 -1163 THE MAXIMUM STORAGE IS 187.9665984*CU. FT. ^3u0`Po^/[>voL"'°e 8 {,'�D� 6� Cu. FT� � The time of concentration is 5 minutes. The Undeve]�oped [low out is ,3 � � c.f^w^ � �- �,uau�Qu00I}m,w0^ ^^x ..'� 7\ TEN YEAR STORM CALC - — SPOKANE COUNTY, WASHINGTON SOIL LEGEND . 1 h firs ccpimi letter Is the initial one or The so;l name. A b capital letter, A, E, C, D, or E, shows the slope. Sams s wirhom c Sap, el er m, a of nearly le.el or gentl slaving soils or land type%, bw sanc arc for s r s -r land -• types that have considerable range in slope. A final number, 2 or 3, in symbol means mot a sail is eroded or se.uel, coded. ,IE SYMBOL - ;NAME - SYMBOL not slcpes - G.C3 'Garfield sit, clay loam, 0 m 30 percent slopes, PoC P.10„se .ant slopes c ,.Iy cradled I 20 a 3: rr r slcpes GgA Ocirn,ort gravelly Imo, 0 a 5 percem slepes i'LC:; Pela..s, e t slopes GgB - " Garrison'gravelly Isom,' 5 10'30 P,rcenr zlcpts Pac Pclmse a 30 percem slopes -GmH • Garrison very gravelly loan, 0 a 8 percent step =s PcF Pals.'. 0 m 55 percem slopes - ' GnE Garrizob very amt, lawn, 0 a 20 pores, slopes P.A P=ane >i GpA - 'Glenrose - ti It loam, 0 10 5 percent - slcpes • Ps A- Peon, s. slopes ): ^p GpB Glenrose sill Imo, 51a 20 p-r,nr slopes , -A "bet,. s Par ebi zI.Pes CPC Glen,. n. slh loo , 20 ro 30 ,,,Icvnl slopes P'E Ptaebe percent slopes .GPO GI se s,1, loam, 30 a 55 percent el...s ly sballow, G Glenrose grdvell, s'I, loan, 5 a 20 percent slcpes R3A ReaN:n G,D GI - se gravelly s - h loam, 20 a 55 peo=n slopes R e R,"tr:n ly shallow, '- - .a." G.D . Glenrose stony sill loe r, 20 ro 55 nercert slopes Rsi8 32 Re..m.n - ' GrA - Green Hl.ff sill loam, 0 is 5 pert =m slops Rn Rm:w -n R.v , 0 is 2] percem slops percem slopes n, 0 t. to - GrB „ - Green 31 aff s ill loom, ! m SO p,re =m slopes R Ro R . z-r a oc a. n, 20 ro 55 percem slopes - - HiC Hagen loamy fine sari), 0 ro 30 percent slap =s c slopes .. H,B -� _ Hagen sandy Isom, 0 tP 20 percent slopes - $c9 - Scnume -r to 30 percem slopes HnA Hardesty sill loam, 0'td 5 percent slopes - ' " ,0 30 a 55 percent slopes IimA Hordes, sill loom, mod.,mel, zhollpv,, 0 a 5 S.0 Sch„mae ,0 8 perc ent slopes - - er :Pcetd slopes I. ScC? Suemca: - looms, 0 to 6 percent slopes HPH Hesselob. silt loom, 0 a 10 percent steps SaO Seh.ne:l A, looms, 0 so 20 percent 1a6 Hesselline silt loam, modmotel, deep, 0 a 8 - ScC Sciwmcc Percent stapes $cC2.aau oar looms, 20 to 30 percent ' HrB Fes se pine . gravelly sly IOam, 0 a 10 percent slopes erwt.. - Hs3 H... shine slab, sill learn, 0 a 20 percem slopes - - Sri) S<kurat Js, 0 to £0 percent slopes H,B Hesselline stony silt loom, mo,oded, 0 to 8 percent 5c02 S- narrat : slopes - slopes ;` er.cc,; 10 20 1.1—ol slopes H.0 ' He ... lint e very rock', comple•, 0 ,0 30 per nr slcpes _ - " ' slppes. H2O Hesselline wry rocky [ample., 30 in 55 parent zlcpes Sm a 20 percem slopes H.0 SHessehine e ...... el, roc by comp)=., 0 ro 30 Per< Sea .y, i Per slopes - .. slopes Snt, Sn.w ,. > K Kobber z Try clay to nrnv: SnC - 5or - Spa ,ia . " - .Iv Kit Kanner :ill, lay loam,)d,..ned :;pC pakc.e enr slopes - .. L L.kesol silt loam, 0 percent slopes SrC $pckcn.n er t sl . L.D - Lakesol r loam, :9 m 55 percem slopes sti 5 SVa. roc ip=s percent s met, -L,f L keton s'h loam, 0 to15 Perc,nt slopes `21 SrC Sp.rao' - � Left Laketon 0, loam 5,a , 1 par cent s:er, Spa. c..: 1 m H percent s p I- f;, L k .n I 010 S lap =s ,loa ,;ucev s^. - Sic SPa4 are p,rcebr slap s ' LmC - - L n sill loam, 0 to 30 percem slcpes E Sp..L arc 0 0 0 to percent. slopes L.,C3 Lance l 0 silt oan., ro 3U r la .e I Veroen s P =z, s m y S SaE 'Spokane rile =, 0 to 30 percent. slopes,; 0 m 6 perce m lopes s LnA2 . Lerkibs ill loam, 0 to 5 percent slopes, erode) S.,3 SpFngdc'. 6 percem stapes - Loll Larkin sill loam, 5 10 23 percem slopes, added S.H $pring.pm 0 5 ercent slopes p Ln02 Larkin silt loam p , ra 45 percent slopes, erode) slop=s 020 per enr slcpes � - � L1 _doh slit loam � S > C Staring cl slopes - ' FtaC hbrble loamy sand, 0 tc 30 percent slepes • 5eC S1 „,::l t since. Mcc marble loam coarse ..J, 0 a 30 P,rtc t slopes - T.B Tek star slopes b ' M'B - Marble s and, .l.am, O 6 percem 'I.P,s T=C t.:.0 - - )dd htando.isih loam ` - - - Teo Te:oa gr. yenned MmC fdosco., ill, loam, 0 ,0 30 percent slopes TkD L }aa .e - t slopes lA.0 f& sit, loam, 30 to 55 percent slopes slopes - bb C - Moscow zi It loam, .hollow, 0 to 30 percent ta spes UnA UrAlg z,I z P.1—ill !.,a. • 1 MoD _ Abscow silt loam, shallow, 30 to 55 percent stapes Ui.e Urd ,sit , v ant, 010 20 - MzC fbzcow very rocky comic., 0 to 30 percem slop=e - UmC Unllg if - -. - MsE '' f t,cow vary, rocky carry le-, 30 ,0 20 Percent slopes step.: r slopes - - PInA Neff silt loom, 0 to 5 percem slopes VoC s Vasar >30 percem slopes r NuA2 Naff oWloom, 0 is 5 P.rr,ol slopes, ,roded : aD sot - ro 55 percent slopes N.0 N.ff sill loam, 5 to 30 p,rc =m slap=s 'D ,easor ,. 20 to 55 ..rcenr slopes ., N.C2 '• half silt loan, 5 a 30 percent slcpes, eroded ant slo pas b.C3 _• 'Naif s11, loam, 01. s0 p,r<,m slcpes, ....rely Xh vl I: P4rhe, h 0 a 30 percem to s pas , eroded _ - •,a PI its 30 a 55 percent slopes •� N.D_' half silt loam, 30 to 45 la dad I psrcua slaves erg Not N... isse sill loam, 0 a 5 percem z pes I.Pes ” .. No - Nez Peirce silt loam, 0!0 5'Percent slopes " slopes N,3 N,z P,rce .111 Icam, S cc 20 pramv slopes uceor stapes, se verely ' Np(33 Per Pence sill loom, 5 io 20 pert enr slops, s,vu,. 1, - - emd,d perwm slopes, severely P.R P.louse sill loam, maddrmely shallow, . .. .� .. , _ 0 to 20 percem slope:, 1 IN Ell RATIONAL_ FORMULA HYDROLOGY DATE =- 12!=/ DESIGNER = D.H.C. BASIN EXISTING PROJECT NAME = BINDING SITE PLANT 32 - -92 DESCRIPTION = MON'IGOI "IERY DRIVE: STATION 11.6-1-28.96 FO 120i00 SUBAREA 1. __ '283_£9 ACRES SUBAREA I RUNOFF COEFFICIENT __ 4 SUBANREA _ _ .0741 ACRES SUBAREA 2 RUI'+IOFF= COEFFICIENT = .55 TOTAL AREA = 3 °i79 ACRES COMPOSITE RUNOFF COEFFICIENT = 82?75= 5624476 OVERL.JiND FLOW VALUES BASIM INCLUDES BOTH SIDES OF Nonr) o..c'R.y De1�E (_,t = 15 Iw1 SuPERF1EV growl SEC.Tb-- FRnM STA. 11612B.9b lD L_ _ 36 IZo+oo 6ErW "[ST QG E P LE .two N = .016 PuN2E Wi2L4w+E C'27_' gIGH'f IucwDES GLhU 6C SYICVLpM S = .04 ew+ KIGHT 114+50 To 119+001 A�D ow.f lr =Y-`r FF-aM 119 { 5o - ID IZO tOO, CHANNEL FLOW VALUES L = 0 TD = 0 COMPUTED 'VALUES DUR 110 O10 94 C ?A = O.i)ii n RATIONAL FORMULA HYDROLOGY DATE = 12/=/92 DESIGNER = D.H.C. BASIN PROPOSED PROJECT NAME = BINDING SITE PLAN 02 -92 DESCRIPTION = MONTGOMERY DRIVE. STATION 116 +2E3.96 TO 120 +00 :SUBAREA 1 - .3793 ACRES SUBAREA 2 = . 0667 ACRES TOTAL AREA = .446 ACRES OVERLAND FLOW VALUES Ct = .15 L =- 50 N = .016 S = C .)4 CHANNEL FLOW VALUES L = 0 TD = 0 COMPUTED VALUES DUR - 5.00 110 = 3.18 L10 - 1.20 ('i.(:)Q SUBAREA 1 RUNOFF COEFFICIENT = SUBAREA 2 RUNOFF COEFFICIENT = COMPOSITE RUNOFF COEFFICIENT =- .9 .55 84765695067.S 3 4tS113 (Ncz lDES 3o Th SIDES of MoNTGon M-f DPIVE 10 SECno'J FP-.OM 'STA. 116 +2b .9 (n 'TD Ion +00 00 BACl -F SLD6W,LK ON L.ETT - A*+D FV 94E CuR&5 "E a Z.Z' RIGHT, 1NOWDEI GR�,vGZ_SNOUL.Dt, ON RIoNT lt(n+ TO 119+00. --� Ir- +=REnsE off oPLI OTlo � (z'1.7°l =� o cAton"G AS SNowN YY 1POT ELEl/An er1S 0111 �u.� -1- PRaFII.E SN EZ"f 2 of 4� STDGAwA'ft� R -vNOFF IS sw SHECT F� is wrrzD SeuTN ouTO wEST eenST Sea '-I to. PROPfR, e "m&n"? oF GRASS Berw4x'N A%PHA.T PwQCL" S w4'm G ASH L— K �ST 1t,Q,FF wtu_ dZWn"VC T'C MOEN Fi.ow Fl�aH PyhDwn-y T o TK1 pL Pao Pap-T`T vsmt_ zvW n4nr A$ RIGHT Stb(F LS O.0 Leeb TFy RavGK 'TI'IIS SECn.". wE ''ID No DRYONGE Fnu un ES BE cnNST( �cTt'D uNn L_ WEST ",r GRx , y Co, IS CEQvi RzD To t. FS THEY FRO.+TV.GE. G ov - Dv') �VPT °' • AspLwlY core rete pavement, Class "B" Construct (e' -widE inte.sml curb ! sidewalkA .53cc npaeted Depth Type "A" curb (Spoluan Co. e+d) Asphalt Content 5 q. to G' /47, wS.DOT 5pec) CruShed 5urfacinq Top Course G' Compacted DeRk '(� EX I S [ 1 NGi pA,)EA TT= 12 pr- 0.2.838 Ae RLE G RhvtZ Ho uLDe�S a 3226 Frz_ O. o't 41 fteR$ 2 1 20 .Q DAWS�AY 70 / K I 6 OC. C a y10 �asrERY Co. Fi CURB DATA Z� = 106 R = 20.00 L = 37.25 . DEDICATION CONST0.UGT .Co' lhjTEG TYPE A' CUR N S AD SI EWA K- p7 9� EX ISTING CWPZ AND S�DEWA1 -K• IP v� pis? . nom ��� •'573' 1412 i ` DRIVCW.AY TO I I WcsT Co ST 1 "dc.RY o.• C �' SS . e.I CURVE DATA 0 ° 22' 96' 21 " R = 4000.00 T = 199.87 L = 394.55 �'I� S01 O Co s+ruct G' -wide 1'. f inteyrml curb? sidewalk, Tt 'A" curb (spokes. - CO. s +d) Gr"ske ( 5urfacinq Top CourS� C. r ,Mpactea(Depfk (vJ. S .D.o.T. Spec) 1 2 - Aspkmlt Concretepavemerrt, CIO-55 "B" 9Y Depth ASpkm4Content 5 /q%t- 4` /47o '�WS DOT, Spec.) CURB DATA CONSTRUCT 0 = 106 0 43'16 ° &' INTEGRAL R = 20.00 zo $ L = 37.25 No W \ Exe. Asn+41.T wEsT COAST 6ti0C6 Co. Fr Z = o. 3't 93 Aca.E G KINQ— SHov(.T 1'L�RT.� 2,906 F;� A Z' DGDIcATION EXISTING CURB ACID SIDEWALK' C URB AND SIDEWALK \" RY _DRIVE `�// � 1 \B �'��...+ "' �.. -- �� -.15.f •TSB / INUVE AY TO wroT COAST CO.' N.SS >it E16.6 4 BI/ �. CURVE DATA — 22' 9Co' 21 R c ICCO.0 T = 199.87 L- 394.55 3 v� / n — SO I RATIONAL_ FORMULA HYDROLOGY DATE = 11/24/92 DESIGNER = D.H.C.' BASIN 123 RT PROJECT NAME = BINDING SITE PLAN 32 -92 DESCRIPTION = MONTGOMERY DRIVE: STREET DRAINAGE TO DRYWELLS SUBAREA 1 = .24E ACRES SUBAREA 1 RUNOFF COEFFICIENT .9 TOTAL AREA = .2443 ACRES COMPOSITE RUNOFF= COEFFICIENT = .9 OVERLAND FLOW VALUES INOW DES $o TH SIDES JF -a AD UW7� To TWIN S�noN Ct = 1.J F - NORIML S "o" L _ 5f 1 FKoM suPt t a.Evrn oti] N = 5016 +so �M sra. 12oroo ro jzo t 80r T.1 RI C NT V�� �NLN FFdM 17- - TN Si = .025 oO RIGHT Gon6�L+NE. T`tpc " A DR-`IW�L AT IZ3t CHANNEL FLOW VALUES L = iul Ate+ (.)�80� Z1 = 40 = 4,46 + 61 6 j / Z2 = .172 c !� 40 FTZ = 0.z x43 ACRE N = .01.6 B = 0 S = 009 TD = .15 COMPUTED VALUES DUR = 5,00 I10 3.18 010 — . lit RATIONAL FORMULA HYDROLOGY DATE = 12/28/92 DESIGNER = D.H.C. BASIN 125 RT PROJECT NAME = BINDING SITE PLAN 12-92 DESCRIPTION = MONTGOMERY DRI;F: REVISED STREET DRAINAGE SUBAREA 1= .1403 ACRES SUBAREA l RUNOFF COEFFICIENT = .� TOTAL AREA = .1403 ACRES OVERLAND FLOW VALUES Ct = .l5 L = 22 N ;0l6 S "027 CHANNEL FLOW VALUES L = 215 Z = 44 Z2 = .l72 N = .O16 B = 0 S .0l TD .115 COMPUTED VALUES DUR 11 0 � Qlo = QA = 0 � COMPOSITE RUNOFF COEFFICIENT = � ^ Dks/u `w P-(aHr S|PE OF 9-�b 17-It-00 Tn Z � 44 »� RATIONAL. FORMULA HYDROLOGY DFITE = 12/28/92 DESIGNER = D.H.C. D"SIN 126 RT PROJECT fiAhtE = BINDING SITE PLAN - .2 -92 DESCRIPTION = MONTGOMERY DRI'V'E: REVISED STREET DRAINAGE SLIHAREA 1 = .0296 ACRES SUEIAR'EH i RUI'JOFF COEI=FICIENI' - 9 TOTAL AREA = 0296 ACRES COMPOSITE RUNOFF COEFFICIENT = .9 OVERLAND FLOW VALUES ° fjps,�j IMC4G WDES. QtGHT SIDE eF RaYkJ, 'rRoM 1Z5 +19 Ct = 15 To IZS +GS C - KT. Cr. = -1 ° b t L 175 +65 IS "F1,nT x- SFC.TUr -t� N ._ .016 THVS S = .017 Low po r 7 e 1?-5+49 CHANNEL FLOW VALUES �p = 2B x 4C = iLkB Prl = 0.0296 Ac. L = Z_1 = '0 8v ov Ee D Sui E 3 DiFF Z2 = .172 N = 016 0 12 = o,o1b1 su�E Zy Z, IZS +19 = ,01 — nVt�knGE - = S 5 TD = .O i - to 10 a . Z-, I COMPUTED VALUES I / C L DUR = 5.00 _.113 [7 1 {) _ fi'u' RATIOI\AL. FORMULA HYDROLOGY DATE = 12/23/92 DESIGNER = D.H.C. BASIN 129 LT PROJECT NAME = BINDING SITE PLAN 2 -92 DESCRIPTION = MONTGOMERY DRIVE: REVISED STREET DRAINAGE SUBAREA 1 = . ACRES SUBAREA 1 RUNOFF COEFFICIENT = 9 TOTAL AREA = .3953 ACRES COMPOSITE RUNOFF COEFFICIENT = .9 OVERLAND FLOW VALUES �rlS�r�1 iNCwDES CC = 1.5 LEPf SIDE of CaRi.)� IZ(, +oo To I'L8 +90� Atjb L = N = 44 . 016 K.tG HT SIDE aF Pn h�� 125( -65 Tc �20t7� S = 021 CHANNEL FLOW VALUES = g IT,o + 9,100 L = 290 = IR ZZO FrZ = 0.3953 Ac, Z 1 == 16 Z2 = .172 G �'rt'� TM N = ' 01 B = I an, Guru -, (onion. ;i = ., f41 • rJt> SLOP C. 1"+00 ; E OvC� TD = . 25 2T. 6. v - = 7 11 COMPUTED 'VALUES DUR = 5.O0 010 = Z 14 44 Gr'a = 1 1.3 Z� C•' IL8 +00 Lr. 6 w Fr e-La c C = 13'1 1 •3� RATIONAL FORMULA HYDROLOGY DATE == 11/24/92 DESIGNER = D.H.C. BASIN 123 LT. PROJECT NAME = BINDING SITE PLAN 22 -92 DESCRIPTION = MONTGOMERY DRIVE: STREET DRAINAGE TO DRYWELLS SUBAREA 1 .1=414 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .9 TOTAL.. AREA = .1414 ACRES COMPOSITE RUNOFF COEFFICIENT =- 9 OVERLAND FLOW VALUES Ct = . 1.:i f Put 6 PAO NN ILO +BO TD L - qC�G PEA w-az- e I? Z +OO LEFT 6-rixuN e N =_ .016 ✓ / S = .02 \ i AK eft= �28)C2zo / 1 = G, 16c Fr. = o, X414 ac-r-e CHANNEL FLOW VALUES L 220 Z.1 = 44 Z2 = .172 N = 016 B = 0 S - .009 TD = .117 COMPUTED VALUES DUR _ 5.00 V I10 1,18 Q10 4j V Tit RATIONAL FORMULA HYDROLOGY DATE = 1/B/93 DESIGNER = D.H.C. BASIN 130 +40 \ C �E PLe�[.E °. EF =111 130 _ T PROJECT NAME = BINDING SITE FLAN 32 -92. DESCRIPTION = MONTGOMERY 'DRIVE: REVISED BASINS SUBAREA 1 = .113 .ACRES SUBAREA 1 RUNOFF COEFFICIENT = .9 TOTAL AREA = .193 ACRES COMI"=OSITE RUNOFF COEFFICIENT = .9 OVERLAND FLOW VALUES �gSIN INC uCE SoTF-k SIDES OF S�poz �^TZI .x^D Ct = . 1J FpnM IZS t50 o Nth T PE B DRy —CL.L AT L = 50 N = .file 130 +40, LeFT GuTTE'z>aNE. S _ ;04' = 0,192, Acre = 8�4 Fti CHANNEL FLOW VALUES 6 :.ND SLept @ 125 + L 150 Rr, a 65.3.i Lr. WTM-= 6116f Z -BIZ = ,o4 04 50 Z1 = 24 Z2 = .172 N .016 o 4Z4- B = 0 S = .O1 TD = .163 COMPUTED VALUES DUR = 5.00 Ilo = _.iB 010 _ .55 QA = .55 RATIONAL FORMULA HYDROLOG'r DATE == 1 /B /9Z: DESIGNER = D.H.C. BASIN 131 +00 PROJECT NAME _ BINDING SITE PLAN 32-92 peP�cES'�nsl� i3o�r 1 DESCRIPTION = MONTGOMERY DRIVE: REVISED BASINS SUBAREA I = .077 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .9 TOTAL AREA = .077 .ACRES % COMPOSITE RUNOFF COEFFICIENT = .9 OVERLAND FLOW VALUES ens IS JEST oFF - lE = efc- of MAT, ANil IN c�Vj)ES L`oTl siDES OF Ct = .15 SU P6�ca t nTao �G�h l7 rR6M 0",Qa c- 130 9 - O . L = ;SCI T. N TJPE •'Ex, � �y wc1!_ CE i31 +o o LL - N .016 o�= 3,3 GO Fr, o. o'l - I ACRE S = .0 25 0 Ov6Y= L.A-NC 4e-a PE �' 13o ts0� CHANNEL FLOW 'VALUES zr. c,.,T,a= G'7• -o, t-r. Uvrrc - �l= GG.23 Z 1 = 40 so Z2 = .17:2 N = .U16 B = 0 S = .005 TD = .1013 COMPUTED 'VALUES" DUR = 5.00 Il0 = ..lu 010 _ .22 DA = .22 RATIONAL FORMULA HYDROLOG'r DATE = 1/S/93 DESIGNER = U.H.C. BASIN 1:3-1-50 PROJECT NAME _ BINDING SITE PLAN 3-2 -92 �Ka� ncES �ASIti 133�T DESCRIPTION = MONTGOMERY DRIVE. REVISED BASINS SUBAREA 1 = .177 ACI3ES SUBAREA 1 R'UNOFI= COEFFICIENT = 9 TOTAL AREA _- .177 ACHES COMPOSITE RUNOFF COEFFICIENT = .9 OVERLAND FLOW VALUES EPSu-I IS TOTtlw -1 OFF -SITE Tn eAST OF FI-A - r Ct = . 15 IN cLUb ES go TH =IDES of R-OA� FF-o Hl 13l 00 L = 5C) To eNO of Sup- -e- _ v, n onl 2 I? I+ ZS± N = .016 - 7HeN LEFT SIDE ONE( To EX'Sn�JG T`IPE ..h.. S = . C127 133 +So LE'P1 Gvrn=, =u i.l E. CHANNEL FLOW VALUES kfZek = 6��25� t�yB)�2z5, I�goo + L = 2 5CI oo FF'•" O-e = o.i 19 Ac 71 = 37 Z2 = 17:' N = 016 ovtruv- L SL4Pe : G 131 + EI fl PT, Cv EJZ GI.ZS LT G Tzk = S = . C11 TD = 1:-5 So � = COMPUTED VALUES 37 — OZ� DUR = 5. 0U I 10 =- '.. 13 07.0 = .51 C)A = 51 0,( CFS of o�IGV iL 6ASW I� I-T �i fZEG V C.b'1� F-K° M / Dr,rEC 11 (25 (92 No -Iran �II,r„ �til =Ev Akt =i� 13�+s0� Is S�Le2 TFiM�I o�D4'rtSIN 13z LT" pvE TO ADD 106 D�•`(wELL AT 131 +00 C FD P xelrJ - I PI - ^^'N� A IJEV,� CiKN wci F1T 130{ 7Fly� 2cv1';eo ZALIIJ 1334 SO IS 301 RATIONAL FORMULA HYDROLOGY DATE = 11/24/92 DESIGNER = D.H.C. BASIN 126 LT PROJECT NAME BINDING SITE PLAN 32-V2 DESCRIPTION = MONTGOMERY DRIVE; STREET DRAINAGE TO DRYWELLS SUBAREA l = .21 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .9 TOTAL AREA = ^21 ACRES COMPOSITE RUNOFF COEFFICIENT= .9. OVERLAND FLOW VALUES Ct = ^15 �v'a Ty�s�)\` L � 22 � ' N .,"6 S "023 �\^\ y� � -/ h� + , ,"} CHANNEL FLOW VALUES - '`- -`- / ` �8 +4o+ r7 46o / L - 290 Zl = 44 \ Z2 = .172 N = .016 B - a S ^O1 TD 134 COMPUTED VALUES DUR 5"00 110 = 3.18 010 �� 60' [L QA (/) Y0 � 4 KwLrrGoRef -If DAWG: .5TaZ1 Nov,vl_ 172yw6-!.. 4RAT65 _-- -_ - -._ ..-- - -... -- -- I 123 RT 17RAIr`IS_To .EXISTING TiPE "A" DRYw F 0 0 - Go"m"u00a GRADE G sTATYopI _123 +.god_ RICzHT- GvTfEPJJnJE 40 -- n = . DIG ✓ - - - -- -- - s. - - -- (o.5 (s()( = 2.80 -I PPs V i 2_a �z F FT. MIN, PEQ'D, Le1.14TH _ LC"GTHJSS 0K._.... v O�7 I. S ' - GRATE WIDTH S.G — x =29 �o 0 70 -WIDTH OF oqo cFs = 0.4'(0 c -ps INT B1 GRMS I h ' 0,70 — 0,30 = 0.40 C - es PASSES El To SAS(k) IZ5 KT tgASIrJ IZ5 .RT. = DR, VNS -ro tjaw ,T.tiPE (3 DRYwEC.L .onl. C-WYnNL1oUS.GRADE +_ 1 9 .21GHT GUTit�J. -INE i ;.� 0 ,.. i 0 FROM BASInI 123 KT = ow G - ps . 5 0, o I �i . ��t, v F i n = 2,750 0L 14 (FI6. w = mod, = 6• IG 4 0.90 V L - v Iz o 1 'Z b �,14 +.145� C - i 0 50 F mw. RE 4 L.EN GTH k --0.50 Fr. G AAI L-Ew GT}H� LEN 671-1.1 0L< e - — - 1,6 6RA7E WIDTH - ww,N 1N7E Tt� = w = G.16 Fr. - 0.24 = 24 0 7o it FIG. 15) Z4°7o 5 4 07 ° Q s i _ 54 of 0.80 C•FS = 0.4'3 -C JMTEPCz YE B'-1 GRATE. r T`1 YE .•B.. DP-`IWE14 UJILL_ TAKE 1.0 C. 0 ,80 — o. 43 . = 0. . r- PASSES B y Ta 3i'v5W IZ(o RT I I . ACV, 12-zf - -- - -- - - -- - -- - w PoINTi -- - - -- - - -- ------ - - i --- -- --- - -- ---- - GRrtTE - - - � - - - -- — - -- — !— �F lSi�l_4� —P =- L_3__c�s— P_t -F-T• - -- -- - - - - -- - - - — - ------ - - ° -'- 1,3 -- -------- - - - - -- _ _ _.. -- - - -- - - -- -- - - - - -- -- - i -dS• - t-AAX ... Acceeret SV GRATE 0,08 -- -- -- -- - -- - 0.30 C'Fs IT_kN -- 811- 1?.l.F`X LF PVC- cVL--O ..T_.� -. SET_t- �EVEt- la t4T"_AT _ - Q. ��J -CTS INTEP� •�l??t �__�- E'L(.�G_T1_t'E .• A� � 25 ±4�-- --- - - -- -- _ — O, 88 Fs IuTSVrEVr_ _ - ou7F ow cAgrcir� = -- 1.3 cFs__ .- . - -- -- -- - - - - -' ---- - - - - -- - -- - -- - -- - - - -- ---------- - - - - -- - -- - - - S -= -- -- 1 \.. , . BASIN-- 123_ L-T Dwg1r.15 T4 ExfsTINU TYPE A DpyWELL d - oN. CoNTINUouS GRADE 6TAT1oN 123 too LEFT I5u71ERLIh1E 6 h = .01G .. ✓Q =. 0.4o c-Ps 0. cog... 0 n =.2150 f I s ) - F . - 8+ (0.11� = I. 50 TPS L= 2 Cy +d) = 1Z �o.l1+,145)�Z o.75 �. SOS ) .. .. = 0 ,38 / FT, MtN. Re4D, LENGTH .' ;._.----- <._.1.7 F GRA t- JGTK IS OK..- - --. --. _-- - ---- .-- ___ --. - -...- -0..38 -T.. _:•LEwGTH - - o-7 ° lo k, _ � /o wiUTN lu�CePrt = w = 4` — 0 . 1 31 4.8 _ .... �' (Fla. Si O 7, wtDni '� �c �f" Q 4 i r (,4- of 0,4-0 cT5 = 0.2Z�5 IN'TSRCEPTEI*� &y GRATE ... .. o = 01 l 4 C, - PS PpISSES S`1 To BASIN 12-G LT e l i - ------- ----- I 9R5t — DR AINS.. _rP, EXIS - N?6:_"A" - r>"VJELL GF*,t)G: Ro21__12(O_+00 ___rA VM94,4 NEE_ 77 = 0, So . 1 A- so 0.74 'TE 6 w cf� pAs5es al TD rhsi" 129 L---r - Y 4 I { Izw.12 -ZS -9Z $$ASIN 129 A LT. DPAIOS To EAISTIWCz TINE , DR7Wrz -L oiJ co"Ti"Ljous GRADE 7 i STATloJ .128 t9o� LEFT GvTrE9.L4AJE II `i I, 1- cis t 0,44 cfs FPnm BnSlnf IZ& LT = 5 7.C:ps S= 0,01 -FT' /-(=t. 'r 1.5' G RATE kn DTH W DTH 1 FJTE2cc97BiD = w = 1. 92— FT r p CFIG. 15� 78 98 Y f 9.8 `l0 of I.5'1 c , Ps = I,53 c-�s I jTmccpTEv . a7 GCE HouJEV6P ExISnuG DK4 wu.c_ onuY TYtKE o3o c-'FS I, 1.57 —o PASSOS sq T BASw l N ........... . A gZA.FPOM EX U. PP - I LYel!- 128+90 �CASIrJ 1291 - T) IPE 130 ................_ ...................- ..._. . ...... ......... L!"f'P_100 OVEP- Fr_'^'M 1,2._ 7 —ed 7. 2-... K tvy; C) t - ) of Dcr-. S), 1992) 0. O.L.-FT, /FT. L5 (-:too t40— r+s 3 0 r 4o ---- --------- --------- CL --------------------- 1/ 3.08 C ^ 52 -- L - (57 OK 2c) ...... ..... ----------------- J. � . 0 F,5P_3Z-92 Nov. 20 09 2_ ......- -. — C" PhC' IT1.- QF P_PInI.T_ - 0. - -- TYPE OF INLET: WIILB�T UAUL.T CO. pKoDuG.T No. 1840 Low.POIQT OF 1- F CCuRB, 3oWDlSK KO", CvRB ST'A 3 +50. 13. ------ .__. -.. LEn1G?Ta_.4F_. OPENING..:_ 2 o.F_r. ..._ -_- - To 7v, h = o, 41 Fr. .._ _ .. r DEPREsSibn3 C- GuTTt 0.08 F-r. _. . F 0 00 / -. F! 6RA _G. ��__NomoP H I . IN " Gvt�E- twF_s F°F ST?RM ' N wPTEia_ RGcMEtXr ,I wtTK h = o.AJ FT. AND Q /I- = 0.345 CFS PeR F° . -- H /lk = 0.55 FT, Pee FT, 44 _ _ 0.22_ .FT. - ___vcb?Tti_^eovE 6v"iT = nEPRE SS1o�1- _,V1` -- �` _. -- .. �'__.. _._ -._. �•.i`?. .FT._ _DEPTH 4&o vE . GvTrEIL GRADE: is ✓/ s i II ovg6 sTn.3 +5o I -- -- . Gorlc_R -= 9A wq�SUKFK.fi - E - o i4 DEPM .Ty.�9 -_._.. _. v SPBCno wioM= 4.95. FT.. p5 63 0.0 4.95' 0 11 p. LO 2/f $1W. 3r, 8 "' . 75 -_ 4 k' 92 x I ls� rl D 1 3 r^ t-I r-C=: GUT- re-p au4E, PP-OPOSE'D q- C G 0—ro I -m -.11 516H--r- Top of +So - 7 4-,Li - -Is - - 7 55 1 -is - . I - - 8 6 ---8 —7)AAL 0 9 IA� '73 AP '1 36 9 . 9 135 6 5 2s 7 324 '13 25— -1354 92- 73 bo 7 8 3 63 - 13 3 i3 lt�- '713 -- 171 1 7256 72 135 8 —'I-1 90 - 72--E- '7 70- - 2 ll b--e +50 - 11 13l- 2--� -8 -VC- -63 , — - OG 5 O'1 13 rl 1 o b . - 7 . 1 56 '1 . 0 7 5 10 - 72- 7 70� '70' - 1 7 - 7 0 - I C, r7l- 15 71 65 C, v TTLP, Fx t,3EvJ C � - EP ar7q�c�T,- -S"FE- 705c- . 0 -7p I MG �71 8 060 3 1 r77. -7o L 50 '7 '7 O'lS + 0 L 7 L) 2- 7O 19 t 5 .20° -- 7b 2 - 3 .) + 5.1 8'7. 7 ,1 1 - _13 1.. - - C31 5.557. &9 4 4 _ 3,8(o 0 7. 6 8 31 (r? 8s 4.0 0 6 Z-' So 2 0 -4z8 77 26 4 6 52 50 ' z u .,. '75 YI 99 C7 It c7o AW. PMRO, G�bE-5 .(2-7 1 -9 W. ..... ... ... R LE FT" R'l 6 HT eF-CP C;en ... . ..... ......... 11 5.. .. 4,(87. 3, 18 + . o I M., . I / SAM _z ;b. 01 , -0 5 atoll . , 14 ? LZIN. t,s?, 80 I q9W . - . I ., '. lzr Z-7 4o8`/0 X55 _70 A , - + 5; C) 4% 78 Igo JJGTY 76' '79 'All r Sl 71`° 1. L Slit 'I o Z 7 63 9 . Z cEFT _79 �777. i Jpp. Yen 95 � $0 803 X 848 48 90 803 .98 78 80 48' 804 78 82 7b 74' 170 4,(87. 3, 18 98 v . I / SAM _z $0 803 X 848 48 90 803 .98 78 80 48' 804 78 82 7b 74' 170 4,(87. 3, 18 98 v . I / ;b. 01 , -0 Wt. 1.31 4o8`/0 4 54% 78 Igo JJGTY 76' r Sl 71`° I . 1 u. 1 .. 1 1 15 s- 75 6O IS I A +50 +50 R ---------- ------ - ...... - ------ . ......... .. . ............. .... T1 IES� ............. — -mom 9. -.(a METHor> 7 C - 7 9 313. . ............. EXISTING — J E CTEID ELEVATIONS DISTANCES Ci RAID E-S G LrrTER AND R ' LEFT R I C4HT EP EP 6F-ep E:P-s - E P- s Fp-ep cp -ap = E? ow G 04 35`7 22 92� 31 15 2� 7 -0.2 1 7 '7 0 5,12 '71 71 6B!D I LS 4 10 Iii OL' G9 55 '7 o-' ? 1 3 93z 4.55 B 0 '1 o �' 70 6,09 6 90 0 11Z a 27 s C .0-ft 0_' Ab- Z =k - L5-L Al-- ----- ------ (. 7 :68 15� 2 -9b i 1 -.4-74 -A 85 y6 14 6 19 (,b -44- -(S�- -X - 6-783 -I.L ---------- ------ - ...... - ------ . ......... .. . ............. .... T1 IES� ............. — -mom 9. -.(a METHor> 7 C - 7 9 313. . ............. 1,4 - ,93 94 ( - 5 — ow G 04 35`7 22 92� 31 15 2� 7 -0.2 1 ---------- ------ - ...... - ------ . ......... .. . ............. .... T1 IES� ............. — -mom 9. -.(a METHor> 7 C - 7 9 313. . ............. C EXG 0 8)+5(0 EX G&g 78 - e __77. I -- .-.- - -._.. _-.-- _�,..--- -------- ii ...__ -. 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"P F I-. +rl5 evc 60 'It DO '7 I o 80 (D 1 '7c 7 02±7 7 0 2- g I z - 4 -lo 4,41 oj 110 6 '7 1 J I-T Eve_ 7048 go 90 tS-2,0 010- 0 23 23 43 +S + 69 44/ t2.53 51 ±17 0 i [3.0 4.0 6b +3.56 &8 s - s 68 0 71' 0 0-L - (°1 63 - (67 (�,5 C- �s . -17. If I 6G G — 7 a-- 15 7 a + 15 (� G7 - Cj +50 (15 rl? '75 _P_r_ ±23 i i 7(0 — — r 7 5 — U l ' +So 7 7 7 r15 1 1581 r —J� q qs r7r, 21 g g5 22- 1 15 ° $ 1 1 4 91 co 92- +50 ' '1 4- 9 94 G4- AP r 7 AP +.So 9 9392 1 1 f A 9,3 r r73 L 4/ 7 AP g?, 1 13 2-5 / - -1351, 1 113 Lo ' '73 L' X 3. 3 ' '72- �-9 8 8 , ,7 1 13 2 g I 2-L + 12 X X2 _ _ 8 85 1 1 2 - 90 G Gc 1 + 50 7 72 !-5 8 86 7 7 3 3 I I 11- 2 2 +95 B BVc r rl I 1 Z�5 56 1 > 12 6 62 + ' - 0 - -- 0 0-�-8 . 90 1 10 14-1 r . - r 7 0 '�' 1 10 ' '112-- 7 -'I I N GuTrER Vc- 0 0 45 y ys 435. 7 - ' 70¢6 _ ' '10 -- ' r .' r .a d., „t .. !�: w e�a�f' •,� fd. , %q � "(:: , .g - . .: a:i- i.' � .., r t�;7 , { 11i ' . 1 ; ;:a� N 5 ti� i , I I S-cc� Gr0.d T C �l T f IJ ,r EK r a � y j 1 p 1 f( I F' r f 1 v t L? it � Ll � _ _ Cj� ��' a C �.j.��( 4 v� ��` .�. 1 � �• ,.I �r.� - ; .. � 5 �. �' /J. Lc. ! .._ . - .,_ SAW 713- E'F,;_ ! 19:IS 3.5��..1 fJ l f0 41 L Cur F C -..._A - t ort S I , l 7-7-7-7- . _.... _ _ .. . 77 I Y/ .__.� -_ l -. _..___ .......... ...... .,. . ,.._.. ., . ... - ....... .._ _ _. " I�Lf.o �. �- J U t n c l� r, L.) 4.S I .. Gr4dc To�. ; P''. Cur .G��4' _V V��e_>^ Jr� 3 5 7623 _ ;1 � ° ' (S jar? 74, l 7_549.: U� s:. S OS ° - : 7. 14-5 7r n 9 Q� (c4 _1 _ 4 71 .. c t OF �.� _ /_? L" _L� _ J G•o ' , 7?L 'au °-c�e =� �wil'f o DEC 00, 1110, I C, IZ5 ll� ..7 1`� 3 7t � ii i °�. ,. t . a;..•i -r � • .(l� .��01 't �r' '17o.V5 2 . O�a� �. 1— !.( /J _ C, vtttat�:- 1 ?� 70' ':7o L ,.f4s. 70x7 '70 ,p C., �.'� 71 =�p� { �o `69 vZ 70 r 12�.•r '� I�GI� � ± '1- ...4 -1.1 . ✓. �n � 6s >, r: Sc7 , 66- Gz G,9.Z 13 4 X8,7 + - t �` >! ✓ a� - 1G 9 q 'S s" �c7 �7i 2 L 68 � -.t;� ° ti o ! T f.7 ° Y ✓ .. 6 �,� 6��°� ,i Q R'�I "�� 4-O� r✓ 14 , I�� ° o + f;� /'� Lo (y Ji t T ` ♦ r t a .. r i - 9 K T. G r'r,...__ + I l - L _ r v cT al EL C� L JLj C7. i _ -- -- - -�� -- `- 4t a 2 5 { LL t .... .... wo Irl _ . I. :. I t 5o f4o �9 GL _Y_ . -fin 805' n °G oL t 15^ y $oRG` 81'o blrt(= hl_�I ✓ A5 9 �r r '�( + A 82 g C1 .. { X25 •.' 1 , ,, ' ' i , , � _ +CEO �6 91 N �k ok fq Ex4_�cur3 — ._ +55._ __:.. ,� _ _ _.• I _ ,� _ t3�r c'r5 �f�l t fi,BC S impson Engineers, lnc. CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road • Spokane, WA 99212 (509) 926 -1322 • Fax: 926 -1323 TO: o E n p` r �7 .7 SUBJECT: p 9 7 DATE: d 1 e 1993 _ _ c Oulu n .� d in R w I i ^ mil I I __ I I ii T I T T11 �,� I T 1 i 1 I �I �' I � -i X 1 1 I ' I I i I� - ` i► ii�� i'!i i I Ii i�il l ► �! mw illy TT ,o. i , l I I TTTI ! 19n.�] T T.r�' � � r -. r � I I; I jii IT � I ' r1 � - 'j 'il ij rt Iomll � IiT ill �j Illi I ! � _� i ►_I _ 9 ► �_� I_� _! �_�_� i_�_ �_ IT � �1r� r� i' I _ �� I _� C� _ _ ��� l_ _ _ _!_ <<��,� _ _ � 11'i III _ _ H _ i' _ - it _ I I �'' _ 1: _ i i � I � �i o - . � _� 'I m 's I � IfTIT i - TI'I T - FI T T T T T T �.i ITT_ IT Tip_ iI� 1 i TmT !1 I `I �'r r �_- _ -_'i_. , ! 7 l i I I ' rrr l i i r I! J I I I l T I I_I - I r - I t I -1-1— — ; I r, <.;— I ! ►� T TT �� � � �� �� !I! 11!I��T 11!� I► �I I lli �l1__ ���I , 1i1 ,III � ! :�tIII �II� i1 II �i, ..I �l.l!IIIIIII - �; r r�._. III STABILOMETER R VALUE 0 t0 20 30 40 1 60 70 80 90 3.0 2.9 2.8 2.7 2.6 2.5 2.4 2.3 2.2 2.1 2.0 1.9 1.8 A 7 I.6 w .5 LL .4 .3 w 1.2 ° 1.1 w 1.0 a 0.9 � 0.8 z 0.7 0.6 0.5 0 0.4 0.3 0.2 0.1 0.0 pe►wiw■w i■mwwwn i■p■■npiap■■nu.....�.Neswiww iii � l is n ioi� O ■ i // w EENN■ iiiiiiiriiiiu■iii iiiiiiiiuiii� .� ..o.�'w"� •• ■ � ° .i ° %i ! swum ■■ iuuuamommoniiii ■oi■niriiiiiiiiii� wsooar 1Wnnum umnw■n[npnu.. i usi ■ . ■ riu ■i a °iiii ommumiiiiiiiiiiiiiiiii' a ►w■■■■■ eaumm�umnappmmpu. p!► n■w► 1■ an■■ un ■W■■nuuunuuu.u■wo..a...■•�.orw em �1■■■ man ■■■N on ■a■ossm" 3■ ■wwui s•a�ei�ss M ` iJiTv ■ rai ■■ W�t11t� ' WWm nna■n■■Wn■ue O iMi=ieuri=■ °m Nn \ ■■ ■ ■ ■■ •■ p W nW N • !■ ■ V■■ .W... ern m 1 w�i ■ i■■n■n■WSw..s�ns�.ir p omm w W■ •�i �WWnua�...� i.■+v ®sw� [[ ■A n4 \wi■[ \■ Wu , ■ m ■ vn�e ■■ • n w w ■�VY.V1 /OI IO�fI ii■ii■■n. a►isn v■ii=inis>s quo. �IS �.■>_s>_ ww ra�c�i V� O o mm ® aO.A� ii iiiii■ af[ � �ORriMMMO B, i.�..�..s'ssssssss>I iiro■ Wn \ani McA n■nm■■a■ � �i3�.• j: w nu■wa■[■■[■ •rsW \\ vi V ■ I w. ■nnww■■�■ s! ■ Vt It■ p ■ ■awpp ■ ■pw ==l =�i�••Y.. i[:Y Bosom NINI N•. 10 `- 6 . C 0 0.5 1.0 1.5 2.0 2.5 3.0 MODIFIED SURFACING DEPTH (FEET) EXAMPLE: Given an R value of 25 and a traffic Index of 6.0. cover thickness requirements can be determined as follows: An equivalent gravel depth of 1.65' (round to 1.7) at point A. A modified surfacing depth of 1.05 feet at point B for a povement of 0.35 foot ACP + 0.35 foot ACB. A modified surfacing depth of 1.41foot (round to 1.45)for pavement of 0.35 foot ACP. STRUCTURAL DESIGN CHART FOR FLEXIBLE PAVEMENTS Figure 520 -1a Design Manual PROJECT bs32 HEC12 Version: V2.90 Run Date: 12 -18 -1992 INLET NUMBER 123rt LENGTH 2.0 STATION 123 +00 TOTAL PEAK DISCHARGE = 0.70 (cfs) GUTTER SLOPE = 0.0090 FT /FT PAVEMENT CROSS SLOPE = 0.0227 FT /FT SPREAD W W/T SW SW /SX Eo a S'W SE 5.97 1.5 0.25 0.0227 1.0 0.54 0.0 0.000 0.023 XXXXXXXXXX GRATE INLET ON A GRADE XXXXXXXXXX CFS INTERCEPTED= 0.45 CFS CARRYOVER= 0.25 --------------------------------------- INLET NUMBER 125rt LENGTH 2.0 ------------------------------- STATION 125 +49 TOTAL PEAK DISCHARGE = 0.86 (cfs) GUTTER SLOPE = 0.0100 FT /FT PAVEMENT CROSS SLOPE = 0.0227 FT /FT SPREAD W W/T SW SW /SX Eo a S'W SE 6.32 1.5 0.24 0.0227 1.0 0.51 0.0 0.000 0.023 XXXXXXXXXX GRATE INLET ON A GRADE XXXXXXXXXX CFS INTERCEPTED= 0.52 CFS CARRYOVER= 0.34 ------------------------------ INLET NUMBER 1231t LENGTH 2.0 TOTAL PEAK DISCHARGE = 0.40 (cfs) GUTTER SLOPE = 0.0090 FT /FT PAVEMEN SPREAD W W/T SW SW /SX 4.84 1.5 0.31 0.0227 1.0 XXXXXXXXXX GRATE INLET ON A GRADE CFS INTERCEPTED= 0.29 STATION t CROSS SLOPE _ Eo a 0.63 0.0 XXXXXXXXXX CFS CARRYOVER= 123 +00 0.0227 FT /FT S'W SE 0.000 0.023 0.11 ----------------------------------------- INLET NUMBER 1261t LENGTH 2.0 TOTAL PEAK DISCHARGE = 0.74 (cfs) GUTTER SLOPE = 0.0100 FT /FT PAVEMEN' SPREAD W W/T SW SW /SX 5.98 1.5 0.25 0.0227 1.0 XXXXXXXXXX GRATE INLET ON A GRADE CFS INTERCEPTED= 0.47 STATION P CROSS SLOPE _ Eo a 0.54 0.0 XXXXXXXXXX CFS CARRYOVER= 126 +00 0.0227 FT /FT S'W SE 0.000 0.023 0.27 ----------------------------------------- ------------------------------- INLET NUMBER bowdish LENGTH 2.0 STATION 3 +50.13 TOTAL PEAK DISCHARGE = 0.69 (cfs) GUTTER SLOPE = 0.0100 FT /FT PAVEMENT CROSS SLOPE = 0.0283 FT /FT SPREAD AT A SLOPE OF .010 (ft. /ft.) AND 0.69 (cfs) IS 5.07 (ft.) XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX P EFFEC. LENGTH (ft) = 5.60 H (ft) = 0.330 DEPTH OF WATER (ft) = 0.14 SPREAD (ft) = 5.02 t impson Enc)ineers, Inc. CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road • Spokane, WA 99212 (509) 926 -1322 • Fax: 926 -1323 TO: E S o u tQ SUBJECT: , P g Z-92 ; s met�r L,�,,"s DkAf"AfaE DATE: Oc Z OU 1LQ/�C.w N S INAG A oN S y 1 . G a a(J a3Mi rT 45ammon Enaineers. Inc. CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road • Spokane, WA 99212 (509) 926 -1322 • Fax: 926 -1323 fW OCT 0 5 1992 TO: r)AV E SEP � � G unT1' Es �i@7EEW SUBJECT: 3 S P 32 -9Z DATE: 10 / 619 z a.c- G c -#- 32- - 4�- Foy OuYr -O c�cl rC.VtGw,T��S IS uv.�ev c� v'lovi� f'ce._. G YCG N.�e H..T 1 kAw S A E Date: Occ, 9, 1892 �Oute e�12�sTEriso�� SUBJECT: &S. P. 3Z_921 Gentlemen: A review of the road, drainage, and parking plans for the above - referenced plat, short plat, binding site plans 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 res ubmitted mark all changes on the revised prin in color. If you have any questions about this review, please contact us at 456 -3600. Thank you. Very truly yours, Ronald C Hormann, P. E. Spokane County Engineer &0 William H. Hemmings Senior Review Engineer N. 811 Jefferson Spokane, WA 99260 -0150 (509) 456 -3600 FAX (509) 456 -4715 OFFICE OF THE COUNTY ENGINEER A DIVISION OF THE PUBLIC WORKS DEPARTMENT Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director t5 impson Engineers, Inc. CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road • Spokane, WA 99212 (509) 926 -1322 • Fax: 926 -1323 TO: ILA Heriwlti !GS P. e, 5 E (no.0 En INEER_S SUBJECT: S.S,p. 32 -9Z : STIZEET' f'�s RhlQPGE PLAiJ — DATE: IG mg— ARE THGF FoU -0Wlk) ® PRIrJTS OF 4- PLA ROFILe SHgzETS 'vlSr Ar PC-� YoUQ CO'A.W6DLTS Da'El� oc7T. 9 1"2- YOUR- R.E» - Ll1.)e CHECK- PR11 (SPADE Sl -LESTS Pb I.A60'GoM DRIUE ZOWDISM AI R E UESTED dALC, Fop- Uotume or' Revlse 60D (' BouIDISM � ERMIh1A 708 poor) MoJ TD wE5'r A 61T So l S lofoP.VA - noo3 hS Reo j Trtfl o�IGI UPcL GALC�.1L/�TOiJ sN SvBrt tTrE'I� nc.T: 2 1992 A S COMMEJ - r 2E,ARDING fMTFCS6tM0tJ SIGur AlSrrroJCE WHt'(?E .SACK -SO/J W/LL- INTERSe�—T onlrC;otn RtvE wE Fitz cHEC Fog Aclrup,L Vt51BILt T THE SITE. Fo A D2tV wKMQG TD ME'PGE i 0'rO M0'1TCIOVA we A ssvmEt ' r-% -QePS e�E T fO SE I(� Fzom burl RwoI o MONTGOMeAH A- D 3 Fr, AF, RUISHED GkND5. IS CLE Z IN BOTH f>If -6 0,U - ro THI" u1 EST 6l>r_S A*-E! I (r 19 LE AT LEAST 450 . AwA D To TNE C.A9S P,P VISI ove2 1 , Awr314 . S de Q Signed DOUG CFRP- iSlz�JSaQ 6 6 impson Engineers, Inc. CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road • Spokane, WA 99212 (509) 926 -1322 • Fax: 926 -1323 ;, W OCT 2 01992 ` �� lrmst TO: P. . �5P OKPH , je CAuhI SUBJECT: g,S. 32 -92 : STP.EC -r DATE: TH 6ui.1 "JG PA AEQue5reb A AEv4 'sl6 #'-j " of o g%v ES 7 As A uL E Fo wtA,16 ATTAe-qmefjTs ovw vasMurEb FOK 77.40 S N I 6r ou c 2. s V9 H I • LPchl— OF 6R.UW LANE CRRL SLE ERMIN tk LANE vj P-EvtSr To P osma3 Low PT. AT Amrr +ZO w. o " OKM MnveO 7b 5 ss oF' L - -9 & - TWO oN w I I NNI M oM D I E CR64JCEZ C tX— "EI&J Po"D COAJFUSU 4 LAElM ArfePkS APE WJC KN069D )- T1OMA 19ow-STRiM4 CA Fob REVISED O Signed 17ou(; (",meomAlsoh) • Date: /� OV 17 / Cl q 2 Db u Ce ! S ?E7 S fP`4 S. SUBJECT: /7 ,S • 0 3 2 ' 9 Z Gentlemen: A review of the road, drainage, and parking plans for the above - referenced plat, short plat, binding site plans 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 If you have any questions about this review, please contact us at 456 -3600. Thank you. Very truly yours, Ronald C Hormann, P. E. Spokane County Engineer William H. Hemmings P. E. Senior Review Engineer re DEC D G 1992 - I . ,. . Jw�v +vr- N. 811 Jefferson Spokane, WA 99260 -0180 (509) 456 -3600 FAX (509) 456 -4715 OFFICE OF THE COUNTY ENGINEER • A DIVISION OF THE PUBLIC WORKS DEPARTMENT Ronald C. Hermann, P.E., County Engineer Dennis M. Scott, P.E., Director r �impson Engineers, Inc. CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road • Spokane, WA 99212 (509) 926 -1322 • Fax: 926 -1323 TO: P E SPOKA COWQ 1 SUBJECT: g.slP 32 -q2 : STZeGTS AND NR E DATE: 3 ov R AE THE FO u LNG A D S E v N OV. Z $ /z X 1(" S{ -(EFTS IN 43RD o SHEETS of MOMTGOM DR.1vE Su eajm- vP,noL.)G ES EXISTING J6C.7EO. o S F P94POSeD CuRLQ Gv G s m a"TGome - JL D2�VE. oNE 6'1?- L4 ` Po FILE QF= rti614 - uTMF- S 12.1 mon dorm Co NT4.4SnNG ?"POSCD ?"POs SMOOTH IN[o al IS'roNT PROJEG,TEb GRhDE IS IS wa u j HOW Oulz PmPOSEb GRADE FITS Co r-TeD 69NDC g v9 w tTtLOvT E SPOTS N bow" POFLE A�u6 eXISntA GRArDE'41.ELAS. GALLS, Fo P- T>RAAFJN6e (-P MOMT - G OME9-lf STA. 1 + 8.96 7D 12 rV R. - Is'n"G ArwD P poposeb cawbnoNS wiry( Two C.o PIES of As DRA1ukCE CAL 44 IZ Mo> R.wE 70 EWSnM6 uEw R.4Wfu -S 8 SHEETS mES OF W AAmss oN M0A1TG00AER" RAVE � SHEETS crtPAOvr4 of S >z1A cjpz imLE &– Law PaI..IT aF Souibis ( - SHEETS OP W ITM MIti ISfa"S PSl NAfAFS t)MCP.AM6 PEF41 VP- IJOTSS. U.ew oUS — SvBM - S EFTS . 2 7Jr y sG sums — 4 SHEET'S of eb P ,tES Keouu� PRANTS — � ' i ut1 rte,, I ( F' EXPmu in? 93 Signed �liv G G tK (STF�JSoti� SPOKANE COUNTY COURT .6.sE .,. 5 Ps d Y-�' RE: Gentlemen: 1F �'C l` OlraraOL Oz+' COUNTY ENGINEER RonaldrC Horinann,NR.E. COUNTY ENGINEER Sro%LxxE ,Wj saaxGw0x 99260 Date: 3 �-- 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 If you have any questions about this review, please contact us at 456 -3600. Thank, you. ` r , C1 r GSN287:sla Attachment Very truly yours, Ronald C. Hormann, P.E. Spokane County Engineer GRry N son PE Planning Engineer Public Works Building North 811 Jefferson Street Spokane, Washington 99260 (509) 456 -3600 i MEMO TO: FILE FROM: BILL HEMMINGS DATE: JUNE 1, 1995 RE: PLAN CHANGE FOR BSP NO. 32 On May 31, 1995 the Development Engineering Services section received a plan change drawing (mylar) for changes made to the approved plan of March 11, 1993. The changes involved the deletion of approximately 205 feet of curb and 228 square yards of asphalt. The reason behind the deletion was as objection from the owner, Ted Gunning to fully improving an offsite frontage when that improvement could be accomplished at building permit time for that parcel. The trade off that was agreed to previously for the paving of the gravel stretch in from of the corner parcel at Jackson and Bowdish Streets is still judged to be in the best interests on the public and Spokane County and therefore this change is approved. Bill Johns, Acting County Engineer concurs with this conclusion in a conversation in his office on May 31, 1995. K SPOKANE COUNTY Description: 9 s p CaIc. by: .�Checkecl by: -0 Notes:— CALCULATION SHEET Pi.* CgAftaLc I P4 Date: Date: OFFICE OF COUNTY ENGINEERS Project No.: Title: — Sheet of (o Nk_ U0 b (S cVuANTT7C5 T pp1 51 i ��,�0 1 � 3Z 14 770 , � � � .. _. .. .9 a L 701 PA\)) 6' AQ!LM -t I 904 I s 6 Y r6 L� 176 rO . k1L &66 I . - J 7 � . � . 1 7 -'19 1 6 q PL big t J; J . ..... q17 499 5 P fle 0 . - 1 2- 2 0 5 RECEIV BEFORE THE SPOKANE COUNTY PLAI•INING DEPART ME? I JUL .1 41992 SPOMK COUNTY EKINEEN IN THE MATTER OF PRELIMINARY ) BINDING SITE PLAN NO. BSP -32 -92 ) FINDINGS OF FACT, TED GUNNING/NORTHWOOD ) CONCLUSIONS AND PROPER'T'IES ) DECISION THIS MATTER, an application from Ted Gunning/Northwood Properties has �n received and decided upon, pursuant to Spokane County Subdivision regulations, on the day of July, 1992. The individual signing below has been properly delegated the responsibility for rendering the decision by the Spokane County Director of Planning. FINDINGS OF FACT AND CONCLUSIONS The proposal is to divide 22.2 acres into 19 lots for the development of industrial use lots. The proposal is located in the Spokane Valley, south of and adjacent to Jackson Avenue and north of and adjacent to the B.N.R.R., 2200 feet east of University Road in Section 9, Township 25 North, Range 44 EWM., Spokane County, Washington. The current zoning of the property is Light Industrial (T -2). The proposed lot sizes, frontage and intended uses are allowed within this zone. The property is also covered by the Airport Overlay Zone, and is within the Conical Area (CA), which has specific land use limitations for the property. The Spokane County Comprehensive Plan designates this area as Industrial. The development and uses proposed are generally in accord with this planning category. The proposal as submitted with its environmental checklist and proposed mitigating measures will effectively accomplish the intent of the Comprehensive Plan. The Transportation Section of the Comprehensive Plan, in the Arterial Road Plan, indicates a need to plan for Montgomery Avenue as a Minor Arterial. The review by the County Engineers indicates dedication of roadway(s) is needed now, while the Comprehensive Plan indicates the need for additional future right -of -way, with structure and improvement setbacks from the future right -of -way widths. The required notice was provided for this proposal and no one in the area commented upon the proposal. Agencies having a potential interest in the project were notified and their conditions are contained hereinafter. 6. With the recommended conditions of approval and Spokane County development standards, the proposal: is not detrimental to the public health; safety and general welfare; implements the underlying zoning as well as the Comprehensive Plan; and complies with the adopted Binding Site Plan Chapter 4 of the County's Subdivision Regulations, Board of County Commissioners Resolution 89 -0511. 7. Pursuant to the provisions of Chapter 43.21C RCW, the SEPA Rule (WAC 197 -11) and the Spokane Environmental Ordinance, a Determination of Nonsignifrcance has been issued at least fifteen (15) days prior to this date. The Determination of Nonsignificance was issued and circulated to eight agencies and no comments as to the proposal's likely significant adverse impacts were received. DECISION Based upon the above Findings of Fact and Conclusions, Preliminary Binding Site Plan BSP -32 -92 is hereby APPROVED, subject to the following conditions, which shall be complied with by the applicant, sponsor and/or successors in interest prior to finalization of all or a portion of the Binding Site Plan. This approval is granted until August 1, 1995, at which time an extension of time may be granted pending receipt of a qualifying request. CONDITIONS OF APPROVAL These Conditions of Approval apply to applicants, heirs, or any successors in interest to property BSP -32 -92 FINDINGS Page � This decision applies to the following - described real property: That portion of the south 1/2 of the south 1/2 of the northwest 1/4 and a portion of the southwest 1/4 of Section 9, Township 25 North, Range 44 EWM, described as follows: Beginning at a point which is 641.55 feet north and 20 feet east of the west 1/4 corner of said Section 9, thence north 89 °32'30" east 1870.00 feet along the south right of way line of Jackson Avenue; thence south 00 °00'38" west 386.46 feet parallel with the west line of Section 9 to the true point of beginning, which is also a point on the southwesterly right of way line of Montgomery Drive; thence continuing south 00 °00'38" west 256.57 feet to the south line of the northwest 1/4 of said section; thence south 00 °13'17" east 662.92 feet parallel with the west line of the southwest 1/4 of section 9, to the northerly right of way line of the Spokane Intemational Railroad; thence south 80 °26'13" east 779.79 feet along said northerly line to the east line of the southwest 1/4 of said section; thence north 00 °08'33" west 424.62 feet along said east line; thence westerly along the north right of way line of Montgomery Drive to a point that is 30.00 feet west of the east line of the southwest 1/4; thence north 00 °08'33" west 373.27 feet, parallel with the east line of said southwest 1/4 to the south line of the northwest 1/4 of said section; thence north 00 1 08'10" west 404.22 feet parallel with the east line of said northwest 1/4 to a.point lying south 00'08'10" east 259.50 feet from the centerline of Jackson Avenue; thence south 89 °32'30" west 125.00 feet parallel with said centerline; thence north 00'08'10" west 229.50 feet to the south right of way line of Jackson Avenue, thence south 89 °32'30" west 612.69 feet to a curve concave to the southeast having a radius of 335.88 feet; thence southwesterly through a central angle of 38 °19'39 ", an arc distance of 224.68 feet to the beginning of a curve concave to the east having a radius of 25.00 feet; thence southwest, south and southeasterly, through a central angle of 108 °57'29 ",,an arc distance of 47.54 feet to the beginning of a curve concave to the southwest having a radius of 1030.00 feet; thence southeasterly, along the northeasterly right of way line of Montgomery Avenue through a. central angle of 18 °38'04 ", an arc distance of 334.99 feet; thence south 39 °06'34" east 50.26 feet; thence south 88 °53'35" west 76.14 feet to the true point of beginning, EXCEPT Montgomery Drive, situate in the County of Spokane, State of Washington. PLANNING DEPARTMENT CONDITIONS The final binding site plan be designed substantially in conformance with the preliminary binding site plan of record as legally described and advertised. No increase in the number of lots shall occur without a change of condition application submittal and approval. However, the final binding site plan shall be flexible within the terms of the conditions of approval, and lot lines may be adjusted in a manner prescribed by procedures established by the Planning Department. 2. The Planning Department shall review /approve any proposed final binding site plans to insure compliance with the conditions of approval. 3. The preliminary binding site plan is given conditional approval for three (3) years, to August 1, 1995. The applicant may request an extension of time by submitting a written request at least forty -five (45) days prior to the above expiration date. 4. A final binding site plan number shall be approved before the final binding site plan is filed, such number to be approved by the County Planning Director/Designee. Phasing of the final binding site plan shall be allowed if appropriate improvements and intent of this approval is met, as detem by the Planning Director and reviewing agencies. 5. Appropriate road names shall be indicated on the final binding site plan. 6. Appropriate utility easements shall be indicated on copies of the proposed final binding site plan. Written approval of utility easements by utility companies must be received prior to approval of final binding site plan(s). 7. Three current certificates of title shall be furnished the County Planning Department prior to filing the final binding site plan. 8. The following statement be placed in the final binding site plan dedication: "No lot shall be further subdivided for the purpose of creating additional lots, ownerships or leased parcels without fast filing a replat or altering the final binding site plan." 9. The final binding site plan map shall indicate by a dashed line the required setbacks from all private, Tract X or public roads. The dedication shall contain the following statement: Side yard and rear yard setbacks shall be detem at the time building permits are requested, except that some judgements may be made on this final binding site plan ,- h BSP -32 -92 FINDINGS Page 3 document as to side or rear yard status. The setbacks indicated on this subdivision may be varied from if proper zoning or variance approvals are obtained." See Arterial Road Plan Section for special setbacks related to arterial roads. 10. A plan for water facilities adequate for domestic service and fire protection be approved by the water supplier, fire protection district, Spokane County Building & Safety Department and county health authorities. The agencies will certify on the WATER PLAN, prior to the filing of the final binding site plan or any phase of the preliminary binding site plan, that the plan is in conformance with their respective needs and regulations. The WATER PLAN and certification will be drafted on a transparency suitable for reproduction and be signed by the sponsor. 11. The purveyor will also certify on the Water Plan that appropriate contractual arrangements and schedule of improvements have been made with the sponsor for construction of the water system in accordance with the approved WATER PLAN. The time schedule for improvements will provide for completion of the water system and inspection by the appropriate health authorities prior to application for building permits within the final binding site plan. 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 sponsor to satisfactorily complete the approved water system. 12. The final binding site plan 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 Binding Site Plan, 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." 13. No building permit will be issued for any lot within the final binding site plan until certified by a Washington state- licensed engineer that "the water system has been installed pursuant to the approved WATER PLAN for the final binding site plan," 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 the WATER PLAN as a schematic map showing the "as- built" water system. 14. A survey is required prior to the filing of a final binding site plan. 15. The final binding site plan shall comply with Sections 8.030, 8.050 and 8.055 of the Binding Site Plan chapter of the Subdivision Ordinance. 16. No certificate of occupancy permit or use of the parcel or lease area(s) being created by the final binding site plan shall be issued or allowed until all necessary improvements and requirements as specified by this decision and this binding site plan chapter have been satisfied. 17.. Any future development on the subject site will comply with the Light Industrial (1 -2) zone as amended. a. A landscaping plan for the site perimeter along Montgomery Drive and Jackson Avenue shall be submitted and approved by the Planning Department prior to finalization of the final binding site plan. The landscape plan should utilize as many existing trees as possible and provide screening and buffering to Montgomery Drive and Jackson Avenue and the 35 foot setback areas can be included in this landscape area. The landscaping plan shall, by reference in the dedication, be a binding portion of the final binding site plan. 18. Prior to final binding site plan approval the sponsor shall provide the Planning Department with a copy (auditor stamped) of "Restrictive Covenants" which includes acceptable wording that communicates clearly to owners and/or potential buyer(s)/lessee(s) that County enforceable restrictions /conditions exist and run with the property, which restrictions provide, but are not limited to: a. Required maintenance and/or replacement of landscape plants of the approved landscaping plan; Screening of existing or future truck/loading docks, truck/heavy equipment parking (exterior storage of same is prohibited) including temporary storage, except as provided for in the Planning Department's Condition #18 -e., below; BSP -32 -92 FINDINGS . Page 4 c. All on -site manufacturing or industrial activities (including temporary activities) that do not conform to die Aesthetic Corridor policies, shall be located within building(s), except as may be provided in the Planning Department's Conditions of Approval; d. Any restrictive covenant shall be binding and enforceable by Spokane County at its discretion and perpetually run with the dde(s) of the property except when extinguished by Spokane County (an extinguishing statement shall be included in said covenants); e.. Temporary storage, building truck docks, truck loading, truck or heavy equipment parking and storage areas shall be screened from view of the freeway and the proposed collector arterial by buildings, berms with landscaping including evergreen trees or fencing and that said screening shall be to a height that effectively screens the above and shall be maintained to provide a campus -like appearance at all times; and f. Control the use and storage of potentially hazardous materials for the entire site. 19. The Spokane County Planning Department shall prepare and record with the Spokane County Auditor a "Tide Notice" noting that the property in question is subject to a variety of special conditions imposed as a result of approval of a land use action. This "Title Notice" shall serve as official public notice regarding conditions of approval affecting the property in question. The "Tide Notice" shall be recorded within fifteen (15) days of final disposition of the approved land use action and shall only be extinguished by.the Spokane County Planning Department. The "Title Notice" shall generally provide as follows: The parcel of property legally described as (legal description and tax parcel number) is the subject of a land use action, imposing a variety of special development conditions, by a Spokane County Hearing Body or Administrative Official on (date) and as maybe amended, altered or supplemented by official action or as already changed. File No. (Planning Department File Number) is available for inspection and copying in the Spokane County Planning Department. 20. The Spokane County Planning Department shall prepare and record with the County Auditor a Title Notice specifying a future land acquisition area for road right -of -way and utilities. The reserved future acquisition area Tide Notice shall be released, in full or in part, by the Planning Department. The notice should be recorded within the same time frame as an appeal and shall provide the following: At least 8 feet of reserved future acquisition area for road right -of -way and utilities, in addition to the existing and/or newly dedicated right -of -way along Montgomery Avenue. NOTE: The County Engineer has required dedication of 2 feet on both the north and south Montgomery Avenue frontages, where applicable, of additional right of way along Montgomery Avenue which shall equal 64 feet. Future building and other setbacks required by the Spokane County Zoning Code shall be measured from the reserved future acquisition area. C. No required landscaping, parking, '208' areas, drainfield or allowed signs should be located within the future acquisition area for road right -of -way and utilities. If any of the above improvements are made within this area, they shall be relocated at the applicant's expense when roadway improvements are made. d. The future acquisition area, until acquired, shall be private property and may be used as allowed in the zone, except that any improvements (such as landscaping, parking, surface drainage, drainfield, signs or others) shall be considered interim uses. The property owner shall be responsible for relocating such "interim" improvements at die time Spokane County makes roadway improvements after acquiring said future acquisition area. COUNTY ENGINEER'S CONDITIONS The conditional approval of the binding site plan is given by the County Engineer subject to dedication of right -of -way and approval of the road system as indicated in the preliminary binding site plan 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 binding site plan; road plans to be prepared under the direction of a licensed Professional Civil Engineer. BSP -32 -92 FINDINGS Page 5 31 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 binding site plan. 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. 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. All construction within the existing or proposed public right -of -way is to be completed prior to filing each final binding site plan, 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. Individual driveway access permits are required prior to issuance of a building permit for driveway approaches to the county road system. Dedication of 2 feet on both the north and south Montgomery Avenue frontage, where applicable, of additional right -of -way along Montgomery Avenue which shall equal 64 feet, is required. 9. Existing county roads providing direct access to the binding site plan shall be paved and/or curbed to Spokane County standards. 10. Sidewalks are required along the arterial(s) on Montgomery Avenue. 11. The word "applicant" shall include the owner or owners of the property, his heirs, assigns and successors. ✓ 12. The County Engineer has designated Typical Roadway Section Number One, Local Access standard for the improvement of Jackson Avenue, which is adjacent to the proposed development. This will require the addition of varying amount of asphalt along the frontage of the development. The construction of curbing and sidewalk is also required. 13. The County Engineer has designated Typical Roadway Section Number One, Local Access standard for'the improvement of Bowdish Road, which is adjacent to.the proposed development. This will require the addition of approximately 32 feet of asphalt along the frontage of the development. The construction of curbing and sidewalk is also required. 14. The proposed private road(s) as shown on the binding site plan serving less than 8 lots each, is approved by the County Engineer. 15. Private road(s) shall be improved to Spokane County standard for a private Urban/Suburban standard serving 8 or less lots each, and are subject to approval under Section 10.207 of the Spokane County Fire Code. 16. All vested owners shall sign and record private road documents as prescribed by the Spokane County Engineer. These documents shall be reviewed and approved by the Spokane County Engineer prior to recording with the Spokane County Auditor. Recording numbers shall be referenced in the dedicatory language of the binding site plan. 17. The following statement shall be placed in the binding site plan dedication: "WARNING: Spokane County has no responsibility to build, improve, maintain or otherwise service the private roads contained within or provide service to the property described in this binding site plan. By accepting this binding site plan 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 or provide drainage or snow removal on a private road. This requirement is and shall run with the land and shall be binding upon•the owner(s), their heirs, successors or assigns, including the obligation to participate in the maintenance of the private road as provided herein." BSP -32 -92 FINDINGS Page 6 18. 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. 19. The County Engineer has examined this development proposal and has determined that the impact of this proposal upon the existing county road system warrants the dedication of additional right -of -way and the roadway improvements herein specified. 20. The following statement shall be placed in the final binding site plan dedication: "The private road as shown hereon is an easement which provides a means of ingress and egress for those lots within the subdivision having frontage thereon." 21. The County Arterial Road Plan identifies Montgomery Avenue as a Minor arterial. The existing right -of -way width of 60 feet is not consistent with that specified in the Plan. In order to implement the Arterial Road Plan, in addition to the required right -of -way dedication, a strip of property 8 feet in width along the Montgomery Avenue frontage shall be set aside in reserve. This property may be acquired by Spokane County at the time when arterial improvements are made to Montgomery Avenue. 22. There may exist utilities, either underground or overhead, affecting the subject property, including property to be dedicated or set aside for future acquisition. Spokane County assumes no financial obligation for adjustments or relocation regarding these utilities. Applicant(s) should check with the applicable utility purveyor and the Spokane County Engineer to determine whether applicant(s) or the utility is responsible for adjustment or relocation costs and to make arrangements for any necessary work. C P Applicant shall demonstrate to the satisfaction of the County Engineer that safe sight/stopping distance can be met at the private roads and Montgomery Avenue intersections. �l )4 Driveways to individual lots shall also meet applicable site /stopping distance criteria. COUNTY HEALTH DISTRICT CONDITIONS 1. The final binding site plan shall be designed as indicated on the preliminary binding site plan of record and/or any attached sheets as noted. 2. Appropriate utility easements shall be indicated on copies of the preliminary binding site plan of record for distribution by the Planning Department to the utility companies, Spokane County Engineer and the Spokane County Health District. Written approval of the easements by the utility companies must be received prior to the submittal of the final binding site plan. 3. Sewage disposal method shall be as authorized by the Director of Utilities, Spokane County. 4. Water service shall be coordinated through the Director of Utilities, Spokane County. 5. Water service shall be by an_existing public water supply when approved by the Regional Engineer (Spokane), State Department of Health. 6. Prior to filing the final binding site plan, the sponsor shall demonstrate to the satisfaction of the Spokane County Health District that an adequate and potable water supply is available to each lot of the binding site plan. 7. Prior to filing the final binding site plan, the sponsor shall present evidence that the binding site plan lies within the recorded service area of the water system proposed to serve the binding site plan. A plan for water facilities adequate for domestic use, domestic irrigation use and fire protection use shall be approved by the water purveyor. Said water plan must have been approved by the fine protection district and the appropriate health authorities. The health authorities, water supplier (purveyor) and the fire protection district will certify, prior to the filing of the final binding site plan, on the face of said water plan that the plan is in conformance with their requirements and will adequately satisfy their respective needs. Said water plan and certification will be drafted on a transparency suitable for reproduction. 9. The purveyor will also certify prior to filing the final binding site plan on a copy of said water plan that appropriate contractual arrangements have been made with the binding site plan sponsor for construction of the water system, in accordance with the approved plan and time schedule. The time schedule will provide, in any case, for completion of the BSP -32 -92 FINDINGS Page 7 water system and inspection by the appropriate health authorities prior to application for building permits within the binding site plan. The contractual arrangements will include a provision holding Spokane County/City of Spokane, Spokane County Health District and the purveyor harmless from claims by any lot/tract purchaser refused a building permit due to failure of the binding site plan sponsor to satisfactorily complete the approved water system. 10. A public sewer system will be made available for the binding site plan/project, and individual service will be provided to each lot/tract prior to sale. Use of individual on -site sewage disposal systems shall not be authorized. 11. A statement shall be placed in the dedication to the effect that: "A public sewer system will . be made available for the binding site plan, and individual service will be provided to each lot prior to sale. Use of individual on -site sewage disposal systems shall not be authorized." 12. The dedicatory language on the binding site plan shall state: "Use of private wells and water systems is prohibited." 13. The final binding site plan dedication shall contain a statement to the effect that: "The public water system, pursuant to the Water plan approved by county and state health authorities, the local fire district, County Building and Safety and water purveyor, shall be installed within this binding site plan, and the subdivider 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." COUNTY UTILITIES DEPARTMENT Any water service for this project shall be provided in accordance with the Coordinated Water System Plan for Spokane County, as amended. Applicant shall make connection to public sewer system. Sewer connection permit is required. Plans and specifications are to be reviewed and approved by the Utilities Department. COUNTY BUILDING AND SAFETY DEPARTMENT The applicant shall contact the Department of Building and Safety at the earliest possible stage of design/development in order to be informed of code requirements administered/enforced by the department, e.g., State Building Code Act regulations, such as requirements for fire hydrant/flow, fire apparatus access roads, street address assignment, barrier -free regulations, energy code regulations and general coordination with other aspects of project implementation. Requirements of Fire District No. 1 need to be satisfied during the building pemut process. SPOKANE COUNTY AIR POLLUTION CONTROL AUTHORITY 1. All air pollution regulations must be met. This includes but is not limited to the following: 2. Air pollution regulations require that dust emissions during demolition, construction and excavation projects be controlled. This may require use of water sprays, tarps, sprinklers or suspension of activity during certain weather conditions. Haul roads should be treated, and emissions from the transfer of earthen material must be controlled, as well as emissions from all other construction - related activities. Measures must be taken to avoid the deposition of dirt and mud from unpaved surfaces onto paved surfaces. If tracking or spills occur on paved surfaces, measures must be taken immediately to clean these surfaces. All debris that results from this project must be disposed of by means other than open burning. All traveled surfaces (ingress, egress, parking areas, access roads) must be paved and kept clean. SCAPCA Regulation I Section 6.04 addresses odors and nuisances. Effective control apparatus and measures must be taken to reduce odors being emitted to a reasonable minimum. BSP -32 -92 FINDINGS Page 8 7. SCAPCA Regulation I, Article V, requires that a Notice of Construction and Application for Approval be submitted to and approved by our agency prior to the construction, installation or establishment of an air pollution source. Notices of Construction will likely be required for several of the industrial facilities that will build on these lots. Failure to comply with federal, state and local air quality regulations may result in the issuance of penalties. APPROVED ON THE 14 13AY OF JULY, 1992. 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. If you desire to file such an appeal, you must submit a letter along with a $120 processing fee, payable to the Spokane County Treasurer, 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. c: Division of Engineering Division of Utilities County Health District Department of Buildings Fire Protection District No. 1 Ted Gunning, 9616 East Montgomery Avenue, Spokane, WA 99206 Simpson Engineering, 909 North Argonne Road, Spokane, WA 99212 RECORDATION REQUESTED BY: Fn!q 930224 444 IIl4 IPrtim AELTmrT eAAet In. W IN �D�aM Rp,O ,,,,RE eaL WA r1 sea tl ;i A PH '93 W1EN RECORDED MAIL TO: U'mSEL - BANK P9. BOr IN oeWELAP, WA rIN SEND TAX NOTICES TO: W 411A. J. LAW SON And CU10. K. LAW SON N. SIN NORTNW000 DR SPOKANE WA null noeAMUE OaV, 6YU1 <Iq, J LUU I LPUJT Joi 1,g98�DCE 264 SPACE ABOVE THIS LINE IS FOR RECOROEP'S USE ONLY SUBORDINATION AGREEMENT - LEASE NOTICE: THIS SUBORDINATION AGREEMENT RESULTS IN YOUR SECURITY INTEREST IN THE PROPERTY BECOMING SUBJECT TO AND OF LOWER PRIORITY MAN THE LIEN OF SOME OTHER OR LATER SECURITY INSTRUMENT. ' ME SIAOROINATION OF LEASE AGREEMENT Is enla00 Nb behi WILLIAM J. LAWSON Nq CUICI K. LAWSON'•Dhow•'}, JANIE "\ A. BOESEDml JPB OISTPIBUTING IZe++ee} MO UNITED SECURITY BANK 11eMeel. LEASE LOftw his OeeM04 one v roe W»+ case, -02 -IM d Pe ldowlrq Orates, PWwry RN SWwOrnIeO L » »l whchsave -ff v rhoew In SPCMANE Comdr Sir. d W.U:nplN M uraa c UNPECORDEO RFIL PPOFEReY 0E5Ulp} ION. TN L»» ea�A IN Mowry EmIM rW P4wlY (IN 71W RopMyl ypled N SPdUNE COUM'. SMN d r�w� 1 Maw S EE 1RAOf.D EYMBIi'A A SCI TNRaal Rawrydbaadrea. brnv^ oNyAr» wrIn 11115 EAST MONTGOMERY, SPOKANE, WA 9920699212. REQUESTED FINANCIAL. ACMMMWATIONS. Bmww eN Lu»e each wind LnMw to Mount IlNrtitl e¢ommCCOIbM 10 Bwrm.s (IN 5upwb IneMWrrval M IN hm d IA) "e+ veW v Lvn I WeruR Ou.. seerrYm d Iner to I., d DIM comOrMisef rpwdrp el scan d BdrOwwf prthern! e010EM1t IO UNVAN,dIII Oily beM14 100MOw,NOw, IMe1d+,BMnw he Ln»e AACI rprionsu a Adnw:'eege 10 Lerow INI Le[fw "bw%W A+e,wru l d hers• Arud1M eSemmN+IgM tom Lenlw to BvrOwr. erN LeffAe rpabl d v Varar cenf4lweLen b en4nrp Nlo IM IpwrMnL LENDERS LIEN. A[ a cMd'Mn to t gentarq d IN rprw[IOU ANrWtl e¢dnmm;aBwi LoM Nf mouiN INI re mvlpeN MO d hN v "III 4"M uv PW Nrwly, M1N1Eeh lwnl barns re^NM arwbr b L-aM to the SwwMewa Lease. NOW THEREFORE THE PARTIES TO THIS AGREEMENT tEPmY AGREE AS FO LOW L SUBORDINATION. As OI Luest A not, Puts Only MINOR N MO b IN Subou nulea Leese M are PAN Not erty IA Nrebr W bvdlrMled N W s abehl+b LenOw'A L. and Inc Superior IMebledMY W II le bear .1. Nw LwWeYA L WI drwl he vq remwn, M AN limes, war MO wgrb To Leholu 9Inlerefle NIN SubvdWlN Leer wed IN ROW Vropa?/. Laterite also w0orwnelee l0 LMOw'e Lien re OINr Se[urlry InloeAlf In IN Pa. Propene NM by Lease.. •Nine• haw enwln0 or nertMw Kauned. Tne wdd+'S.", liva"M meM rd In[LOe without mmleno ".rr 1P. oI anal•. shoney,.nemw In mO Norm e1 A nM, I,.N• monppe, they! .1 mPnmenl, pl<ape, ch.nw II0n nmL lee» or c .na o rshurint n title ... mn p conditional sale, bust recdpl. Ia w I monrN, chatter wet. eclwa ben, eawmeM w W, L e+e» her Aecunry hen bares wNmMer, ohemw nulp be law. carl ce mherw ». ean [unry aask.. IN sarym w LESSEES REPRESENTATIONS ANO WARRANTIES. Leter Ponnewb orb warrants Io u^dw INL (4) 10 rp»tMMnons v APr"vnls crane Lind Nve been mAde le Lettr erher. vodd Iml Or Owb1Y In any her vs Ivmf d IM vexes AM; 101 Ine AprmMl'" ..ruled 1I Bmoww'+ re0ue41 +rb M al IN rprw5l d LMEF. Ic) Llndw Ni MN M u0rynblpn 1p L9see as 10 tN pedrwW NM{A d BMwp Md (dl Lbsr 3 Ml bom oa,a Due InlvmdOn v enn.1 w L eve l s a NNrltl llthr epr+ acess 1OpwNnWmd to t h e rve wNCn mqm na am f r Int m.tM d em ac1A. wr.ne. ta a b Lop cry N xo ,sen, r r re l" coura L Ins, i tM Lrue NPb tPee+ INI LarMw tall NN M celptuon b ditlo» le leiwe MIwnVIrM v mOIwW e[oweO OY LMdw b IN • i• rn. and ure Wis N doad cowee 0 rrl tau» hf r W IrM{Iq win BmawR. LESSEE'S WAIVERS. LAN' welds any NN 10 rebut LWr, (a) b mWe, taunt, errs, w aunder a" been 10 Bmaww w le pad A" Dinh titanium aavw" . b am. whaluOVh: NI b maa. Any ds»"ImMt. Vidal. NMrb. w roes d any tint. InyWrp rwlrN d .M meArmerN d AM SIIpwN I.e. sscved by Lesit LNn p . be nOl d em -A- d ne .On M an d Bmwh. I...., wan, w ca d tb.b4 ct dry Icl le arWOer, d f Inn d N adw N 1war . -1. be Sup.nw Irb.blary. w N conrrMM with IN clambers d M pit. howl'. gymsN w b pccW dri v at du tDAIMI use pwsoM1 twelve, Bunts (d) IO want dac0y.'.tits w arNal Any cloths NM OY La^dh xom Bvrww..rry dnw Duw.Mw. w airy dM pwsM: al b pw nolce d tN Mmf. YnN, tnd pMCe d any pu04 w pirvA4 tint d fecvOY NW 0Y Lwdh Dam Brower d le [enCly Mh urr dM tppbEN prowfiwN d IN lNWwm CwnnurNl Car: (1110 r» MY douser al anrMY Mldrr lerWS'f ppr.✓; w Ipl le edmre airy atl v ornssivr tl arry 1YM, s arty MM, wrin rA5pR110 A^y mAnw wNtlMM. ounve LENDERS RIGHTS. LMN nNY Ma. w rs OM wb .1 •dirt w "n etpcl to L., Lwn wMd W oUrs, wall. tM of ... S rghft un Apreemss. In 0 wlNd LN secvp v ^0"[a d enY ai^d Io L.ffr. IH e one v mwa a c h . .1 l P. n r Ar 10 0wrwr lot rpealady co e wbw .'rh re. v fInwwst "routi Are no, OtYTeM w DIM terms c0"pwMs. renew. ender. a2eh ,.. vs suc ad e, be A 14 O101adnns: enmsoM y SIwMd Irn a v SAY pw1 IMed, h eal Irvr»f Phil Nwr d IN r11a d r u e r lo resl M ant is new 0 1. be and rpeal.d ArW her, e l Iw IN peYmwl tl SwOrb Indplea uN for crew INn IN vly rvl ben I Iv rr . or - a.cMrgA, wud[L wtM. AM 'urea ant• such c W Iws, win d wnNd IN rrAfa wdbn d new coalhaL Idl rKa», fubWlu». tpr real +r, or . L A EXHIBIT "V YOI. I i�SPEGE 268 That portion of the South half of the Northwest quarter of SECTION 9. TOWN511IP 2S NORTH RANGE 44 EAST W,M., in Spokane County, Washington, described as follows: d Begin at the centerline intersection of BOwdi.h Road and Jackson Avenue, thence South 89.32 West, along the centerline of Jackson Avenue, a distance of 580.00 feet; thence South 00 East parallel- with the East line of said Northwest quarter, a distance of 30.00 feet to the South right of way line of Jackson Avenue; thence continuing South 00.08 East ..distance Of 60.00 feet to the True Point of Beginning; thence South 89 °32'10" West a distance of 64.17 r I\r feet; thence South 50.53'26" West a distance of 249.71 feet to the Northeasterly right of way line of Montgomery Drive, said \ point is On a curve concave to the Southwest having a radius of 1030.00 feet, a radial line through said point bears Narth 41.41'13" East; thence Southeasterly, through a central angle of 9.32 an arc distance of 165.45 feet to end of curve; thence South 39.06'34" East a distance of 50.26 feet; thence North 50.53'26 East a distance of 145.05 feet to a point 580.00 feet West of the centerline of So-dish Road, measured along a line parallel with the centerline of Jackson Avenue; thence North 00 °08'10" West parallel with the centerline of Bowd ish Road, a distance of 225.00 feet to the True Point of Beginning; EXCEPT those portions conveyed to Spokane County as described in Right of Way Deeds recorded under Recording No. 7308210258; 7308210259 and 7308210263. Lawson, William J. and Carol X. Ao/� ?JY F 'S.'s 3 Ny y .. 1•; . ,. ♦ 1 c :v ± ... .:,, L< <, 1..._..e. +< .< n. ww.) :. ' 1� WON, SECIPIrv.. rMp AND KING ' atwEwLw1 wla rl.l) i I ' S3 WHEN RECORDED MAIL TO: 990224044: 1lr ' i TY "Ho' NIB mF "a. BO I., I•.O. SJLc4Li I:iAHTT WASH. ]NO AMO KIMG AN. Bt PUTT CIgWFl/JI,W1 FFICF SEND TAX NOTICES TO: I VOI. 8 n 2 _ MI51 �A MO c w�N �c.Pa K.uwsoN �.i�.1 e 9 SPOK.E... vn +i SPACE bOVE THIS LINE IS FOR PECOPOEP'S USE ONLY SUBORDINATION AGREEMENT - LEASE BECOMING S AND LOWER PRIORITY THAN IN THE LEN OF OTHER S OR N LATER SECURITY INSTRUMENT. THIS SIRORGINATION OF LEASE AGREEMENT I. smI.YE IMO Oebeen WILLIAM J. LAW SON nM CAROI K. LAW SON I'Borro.'ef - 1, MOPTH CPEEK ANALYTICAL. A WASHINGTON COP$NNU TIOM (1L.-C) end UNITED SECURITY BANK llender'1, LEASE. LYfY N. -._HQ M. p ores 4.Y. aled a }I I -19A: d IN IpbMy anobW doo" ,Me swo c'-'W LAAY7 r'IJCn 4.M Mn \ 1 re-Mmi N SPCY4NE CPMy. SU. d w.Ylrolm a Idlv+v UMIECOPOED REAL PPOOEPTT DESCH"HO°L iN L. m+s • Medan d Me IdOnry EeaMd rW dCOe", BM AW prppsln bu4d N SPONAAE co-AY SWW d w.L.NNm SEE ATTACHED 001119 - A' ^ peep" RoMo,oe b.". GmMyMM.MMn Y1111S EAST MONTGOMERY, SPOKANE. WA 9920699212. W SoWM1UM. No eMW OrvreY en deaeNN.> MY M' De AT AOHED IfG PEOIESTEO FINANCIAL ACCOMMOOANOMS. Boeow AM Lruoe secs .eN Ln l0 oroMde km- d ea QdeMm 10 BmwM (N 'Sysb MmHAoI .1N IM Ipmd I.) - eeEn or bn.E-rRS,M...Y+.. d AmAM MAY Is .1nW congroneteerq.rd ✓ q .1 p MerlIII (\ BmowM's deYnl lndeMlamt. b Lendw, p 1M DIN. GM4ts lO emaw'w. Now.INre1p.. BmO'.'a AnE lessY eA[N rmr� � p cYnoM.dq 'Ip IANpINILC;AeNMmNnvYW dlMAfrvrK41 A¢pnmaEtlroen lrpn l.rWw bBarwwand LnseA eeYnw'y IdvaueE4 [eWMelgn b Anlenrp Nb INS ApwmAnL LENDER'S LIEN. A. A r A*m 10 Me pm4rq d IN "we" No %MMQQA A¢omm^.EMem, UMw NS rwwAE INI ey Ms' -9A, Eeed d YW p dly. on IN PAW Rm✓IyrLAMw'i L'An') M AM rAmAln scpYp Ip Lessw S NIrN N Me St,Q.dm 1W LYAA. NOW THEREFORE THE PUOIES TO THIS AGAMMENT HEREBY AGREE AS FOLLOWS: SLBOROINATIOM. AN d Leeeee'. MQQI. YMA N N4r94 em wN 10 Me SuaYdN.lea Le"M ✓rd N. Re.l FrOperly I. N..... eudpdp AN. M a fell. 10 UMAN".Um M M, Superb` Hyd 1111edne L4 Yd 111. m"' ApTM bn LCnOKe Uen Lull pe wb rem4n, AI AN llmeA, Orly and I ,..... t N to.... I P,. m Nb, l , ys rqw e�151Np r Nr Me` Mome4. T1. p mie'esl' Me- en S dIMmae .amou1 nmu4lm up type M FMeIp4 ee,t , . M ., In Ne Iwm of • Hen, •nape, mplp.a. 4eM M Iru4..wgnmeM, pledge, men° mwlgege. O.He Mr.. I.Ms. Yen, m01syml INAt FmdllbnA a s. Hua `eeMpl,'Ho p'...elenlbn cm1rK1, le.- o, m4pnmenl I.Mmde4.A. so,sm'!, deNee. or I dlNd -vIlly IN I'- M1ereL.Nlueeer,.NNd erY\p 0Y IAw, conlrK4 p dM. -Ho. LESSEE'S REPRESENTATIONS AN. WARRANTIES. LnAM uonseMS and Moments Id LnrM INI: NI nd reysmW`A-Iy"e 0, "yomme"M d... AnN NN OYn nude 10 L. wTwh Mold YM IN Ou.M, em .nY'°'AY Me I.mA d IM Apree.: (b) IM AgrYrrvM 4 nK -.1 em"' I ' I. .M nd n IN rpueM d L.; 1.1 LAMw NA mHe w .,tsentr on ld Ism. Y Id Me d 8 -My' "s (d) LnAY NA n4b10NU .dW WI. M4 xpn BprMAr dn. <onunyrq beN lnlerrulbn rapordlrp amdww s M.rt14 cmdagl. LINue .l. b A. AdwuMW ..mom, Nom s_m , IN AMrllr. M nwmAl.rCe. yA m mbnl N me M.F elect Lomw Fl M" und. I's ApYm.M, end L. IHm `.OAAA INI LeM. I.1 NH no 01,1. Id dsdoY b or Melemo. ecMN. by LAM. M Me dun. of I"dAMMMI V NM Bpnw.. LESSEES WAIVERS LnsY Mdvn onY QNe to HKM`0 to r IM 10 m.Ye, °N.M, rerw. M mod�lY eM Iwn b BmaMw or to pr.M ., pMee WMeI .¢mvnM.ep' b Bmo.er MN1Adenr: Ibl 10 -1..m M.- IMMnl, ddAAl oe"Amd, Is ra4e d .M •'nd I^dudro nelc. d .ny ,,,moe do, SWW'ar IMAEI..." 0YLA W. Lbn, d MY.d st Kem Is W. on 1N oad d Bmoww. Len". M.uHM. .qdn.. a W . pu4.nb N CdpwcWn wes IN Supeb Indet,WMWH, a br .. ,,M Me ... d - p AdoMOrW lMskoe. arse: (1) ld ,_M,, My pbdK9ed drecde pel,,e ... M.nY p.sm, a ,SmoM.:to) 10 poce.d bK 4 Y .gamL o' s.NUtl em[Wl.d hd dbyLemate`..BmoM...1~glYrenlp. p.m Mmee Ynp[ IMIp PW MICA d IN "4 "AM WAU d°m o'k'" ""'Y4d p ooWM/ soose, IMd" L.ON .men BmoM eb CmgIY ymM.m dIY e0N`bIe em^59mdIN LAw" co"""C1 COG: IIIb pv4w.p OHr. rAmedY veMIMNA/s pow'M:v (gl ldcenm..nYMpdnisiald.nY 4vM,A1.m 6rry. MN r.spey to om maM. MNIACIM. LENDERS WOWS. LAMM m.Y 4LA o pM arry sM n Klwm yA M relpKf b Le I Lwn MINOd emecmq vNlso.+ °ny d LAMw'S memo order IM A,,os M1 In pameso . MINA Amm.bM1 Lmdw mu,, wllbA noble d mY YM 10 Leisee. t.) nuke pV o mpe eddeomoe Y W W bbmbBm MNgoomg om erd .tl AH10 My,so w wn.cNrq.N.mm IpG p - I m m ` d IN $upwb IMApIAdNY P Am p.A IMed.IMUeOmp NpYfY AM dcnfeA d IN re4 d ml.e4 m IN $WMb IndeolAdryy; e`IArrtiwM rruy • That portion of the South half of the NorthweM L in Spokane BECTIO TO'N9HI described as (allows: County, Washington, , and Begin at the cen terlin e inters 89•]2']0° g o e 5d along the Jackson Avenue, centerl lna of Jackson Avenue • L aral el t With the East line feet; of thence South 00.00'10" East p said Northwest quarter, a distance of 3 art feet to the South of 00 08'030, East a distance of 60 00 feet 00,08,I10, True i point u of Beginning; thence South 89']2']0" Hest A distance Of 64.17 .71 feet to feet; thence South 50.53'26" We distance on Nontgomery9Drive, said the Northeasterly right of Way line point is on a cur red ial concave line through said point bears r North of 1030.00 feet, e 43.41'1]" East; arc distance of 165.45, hf ee[ end l curve; of 9 ", ence North 50 °53'26" East a distance of 1 thence South 39.06'34" East a distance Co a once of 50.26 (set; t oil 65.05 feet 580.00 feet West of the centerline of Bowdtsh ROad, measured along a line parallel wwest the a[allel centerline with o the Jackson centerlineu of thence North 00608'10" P Bowdish Road, a distance of 225.00 feet to the True Point o Beginning; those portions conveyed to Way Deeds recorded under P Recording ° No. i ght 7308210259 and 7308210263. Carol K. Lawson, W'11"' ' J. And WHEN RECORDED MAIL T0: MIT fo SECURITY BANK Po Ida . emA TMO AN0 KING cIEwELANl n,a IILLII III'. ar... L.. R: 6u. a Il:d? 1 3 ,o N1 '93 i.. r'1'. UDORIIUE 4 L 'LL;.; UL P W13 T MASH. OIP'JIT SEND TAX NOTICES TO: YOL i 9 S PEGE 254 W ILLI AM A LAW SOM MM CAROL. K. LAW SOM ". 11. NURTNWOOO OP. SPoNA" S Hal. l. ' SPACE ABOUE TIPS LIMP IS iOP PECOnOEP'S VSf ONLY f .• SUBORDINATION AGREEMENT - LEASE NOTICE: THIS SUBORDINATION AGREEMENT RESULTS IN YOUR SECURITY INTEREST IN THE PROPERTY BECOMING SUBJECT TO AND OF LOWER PRIORITY THAN THE LIEN OF SOME OTHER OR LATER SECURITY INSTRUMENT. THIS SWOROMA710M OF LEASE AGREEMENT is enlee4 Nle "HI,en w,IL AM J. LAwWM wM CAROL K. LAWSON hOrtOwal, RACER DOME U.S. INC. A CAIJFOR IA CORPOI AT IOM ILare l and UNIT ED SECURITY BANK 1 LCMHH'4 LEAS L My SPa.LA eurlry. t 9 d We4 on e ing know "No 0e 1��16 -19)I OI be Idew n, dMbed pa led wfY IIne 'S onawa LMkal w`*n wake .e My v d UNRECORM PfK PROPERTY 0 ESCRIRT1ON. Tke Lae. covet A nearly It lay-Al Iaey E smarm "N' pWwry "'a "W Roo l bY4d N SPpUraE I county. Sale d wALaglwc SEE ATTACHED Stlyal •A' n TNR.IRawrypmadaraM4bwmMayna.n. 11115 EAST MONTGOMERY, SPOKANE, WA 9920699212. (\ Saylury, IN Wad purvn pe dKalUad e3: ENV Ya' CF AITAC�ED IEGAI REQUESTED FINANCIAL ACCOMM00ATI0"S. Renewer and La.w each warty LaMw Ia pOAda MaMM ettommcabone 10 Bmow PN m InIN Iwm IA)new veM ee n..venal Nl enanwebnanma o oar dMr COm Fate rryudroao o vand 10Lono m ad1 to Len Ice dMrpare.. le apro.'w.xo BprWa an nd LK.e aACn rlge.nlerN acLnoNeda / Ie LMdI INI L6iM N psNN al A ra3uK d ln6a ArrerCaleYOmmOdal'wM aG" LenOR to Bprww. end LnSa eclM"'IedOPS rw:Nml d v.IwON cenidwaeoa lw elw4y Inb'Je agn.H. \ LENOEAS LIEN. Ai A maeunt r b IN ganbq d I , rquKlaS NraH al A¢vminoNbat Lendw NS INbtAH d INI AS mp10A01 EaAd d blo l by dN, Mn wr W RW Ronn,(lorc'w'tlalea eM rwrMUr eGwwW b L. 3 NWed NIN Supo Ho I" NOW THEREFORE RE PARTIES TO THIS AGREEMENT HEREBY ACPEE AS FOLLOWS: SL60ROIMATON. All OI Luany I HVIL I'm- N 1Meeld In anal 10IM Suewdowl. Lee. anal IN Pool momn, I4 beat, WmadInA1a N A reyKb IO Lendefe Lon an IM Supe,lw IMeo.ea MM R M ne,." tweed mat LfMn'A Llen NN ee and remain, a14 b wa, p'w and orb m LeMK\ 1"leeau m m e el e suormned Lee. and Inc Rew "one', Lee.e el. avnerain.Ma to A ndy, a Lee IN due' Secunry n o nll el P. Role R nef new o, L..,.neue M .Hann, o , nee.ne acom,ed. Tne wore.' --by Imerar Teen .M McNde wlmo a umllebn any l OI IWHI.,M eKUtlry,.nemer In no lent at . Nn, Nwa. mw'"... H.d dl bueL nYOnmem. I4ed W. cn.nn InleMed la. er the, Hy Hy In IHa I n ntat wH.Han l .."yon"v<.led,I.,..n' tat....... -,.w conflOnmenl LESSEE'S REPRESENTATIONS ANO wARRAMTIES. Ln.a rpre4eM3 AM.AnaM31. L. met: IA1 no epnanl.noN w e0reemenH 0 "1 'ind NN b.a maa le Ln.e wMCh wmod Ine by OwLN'a an'.er IN Iwm• d IM AOr.menl; (b) I.. a0,eoyal k HaNled el Bwrowp'3 'PoVKI And nd Al IN rpV.l d LerMN; (C) Lendw Me Ma rc'emeenMliOn In LKx S .1 to IN w.dh'wlnirett of III, ; and Idl L.I. NS n ,,,,M, .de,ol. nnal a Obmry n n.om 80H. on A eMnnup been+dpm.bn 1e0.1aN BO'on.3 Luro Al I- d"..n. ... .91.4 u 1.p .don.l /1 WwnA Apn MIaIn maam of .11 bt s. tn. or P-nnnlarcY .'H4111 Tell. M arty way .ned Le44M'f In" UMw Ina Veakyord..ry L. wHoo .wee31N1 Lendw .4 Nr ne Wyabrr 10 Intone 10 L.S.e -InIa lgn by ma'wnl aIlne" by L.MO In ev ayao a earwuww:d «In son. LESSEES WAIVERS. Leatw wu a Anl "A 10 "Poch LwMw: IA1 It MIa ad" raaw. be M diry . Ian 10 annowea p b pam .M ells MMMal a2pmMalbm b Berson l'knota r: NI 10 MIa .rry pe.mmea, pdKL aMnn. a rote. of Arty INa. IrWy'e -He e nade"Nal d Any Supvb I.IMrwM3.." by to. a Lon. o Wee d .ny.. p moo W -' IN mad a Bmdww. L.Mw. an an.. be de101W Fearyebn'n M w SIW INebbdM3. w Ia Conn• el way IN m.~ d new a.ddaNl'ney"NoM4 (1) 1. rKp11P memwN a b poCaM aKry or a wV ...Into any bMMp\ IKn1dn2 aW owner (0110 paced &-'Y -On" p •.NUM arri 4dMIFa1 Had by L.nN Rom BP'oww..nY des'Ina 1p,w.nl d1'wT.I.Ito V. alt. ame NrM. 4me... ILI. a.1 OW4 ny pn'.I. Had M,MmM waon,,.wo, . W Lk. Awn 5.11 p In eon n, wlln In, onw amen 0M o'evrMOnt we. UNwm COrnr4dM Coda: In ,,H..ny.. ramNy. 1. LaMw1.1 by (0) W d w <wnmK M, a w.a'. d eM Yra. al.re WN M avw , nnn leaded I..., men. U"OEP5 PIGMS L.Mw M d Y lake a en SM IM .A &,A- Mh read b Lonany, Lon .KNa anaap --look r .r'y d Le" none Ind. 1.3 Voymae. In MI Mu. wonN1 aml.lun.... MT.'dlnwd nef deny LW le LK...(al m.Ia On o, mwI.da1bW- -p "H0.Nea b.a le BMWw: IpI rKa.lemy allw, tomp� . arq ace.sn d M,IIe d a $uOF9 nuy IN S,Nnay IndabIWN33 or any mad INrM. NduJry EX6_,IT " 'a That portion of the South half of th. SECTION 9, TOWN SMZP 25 NORTH, RANCE 44 EAST. N .M., in Spokane County, as Ln on, •scribe as % Ow.. Begin at the centerline intersection of Bowdish Road and Jackson Avenue, thence South 89.32'30" West, along the centerline of Jackson Avenue, a distance of - 580.00 feet; thence South 00.08 East parallel with the East line of said Northwest quarter, a distance of 30.00 feet to the South right of way line of Jackson Avenue; thence continuing South 00.08'10" East a distance of 60.00 feet to the True Point of Beginning; thence South 89.32 West a distance of 64.17 feet; thence South 50.53'26" West a distance of 249.71 feet to the Northeasterly right of way line of Montgomery Drive, said point is on a curve concave to the Southwest having a radius of 1030.00 feet, a radial line through said point bears North 41 °41'13" East; thence Southeasterly, through a central angle of 9 1 12 1 13 ", an arm distance of 165.45 feet to end of curve; thence South 39.06 East a distance of 50.26 feet; thence North 50.53'26" East a distance of 145.05 feet to a point 580.00 feet West of the centerline of Bovdish Road, measured along a line parallel with the centerline of Jackson Avenue; thence North 00.08.10" West parallel with the centerline of Bovdish Road, a distance of 225.00 feet to the True Point of Beginning; EXCEPT those portions conveyed to Spokane County as described in Right of Way Deeds recorded under Recording No. 7308210258; 7308210259 and 7308230263. Larson, William J. and Carol K. been dXRECORDATION REOUESTED BY: \� UNITED SECLRSY BAak RD.BOE " claw a,a WHEN RECORDED MAIL T0: MIT fo SECURITY BANK Po Ida . emA TMO AN0 KING cIEwELANl n,a IILLII III'. ar... L.. R: 6u. a Il:d? 1 3 ,o N1 '93 i.. r'1'. UDORIIUE 4 L 'LL;.; UL P W13 T MASH. OIP'JIT SEND TAX NOTICES TO: YOL i 9 S PEGE 254 W ILLI AM A LAW SOM MM CAROL. K. LAW SOM ". 11. NURTNWOOO OP. SPoNA" S Hal. l. ' SPACE ABOUE TIPS LIMP IS iOP PECOnOEP'S VSf ONLY f .• SUBORDINATION AGREEMENT - LEASE NOTICE: THIS SUBORDINATION AGREEMENT RESULTS IN YOUR SECURITY INTEREST IN THE PROPERTY BECOMING SUBJECT TO AND OF LOWER PRIORITY THAN THE LIEN OF SOME OTHER OR LATER SECURITY INSTRUMENT. THIS SWOROMA710M OF LEASE AGREEMENT is enlee4 Nle "HI,en w,IL AM J. LAwWM wM CAROL K. LAWSON hOrtOwal, RACER DOME U.S. INC. A CAIJFOR IA CORPOI AT IOM ILare l and UNIT ED SECURITY BANK 1 LCMHH'4 LEAS L My SPa.LA eurlry. t 9 d We4 on e ing know "No 0e 1��16 -19)I OI be Idew n, dMbed pa led wfY IIne 'S onawa LMkal w`*n wake .e My v d UNRECORM PfK PROPERTY 0 ESCRIRT1ON. Tke Lae. covet A nearly It lay-Al Iaey E smarm "N' pWwry "'a "W Roo l bY4d N SPpUraE I county. Sale d wALaglwc SEE ATTACHED Stlyal •A' n TNR.IRawrypmadaraM4bwmMayna.n. 11115 EAST MONTGOMERY, SPOKANE, WA 9920699212. (\ Saylury, IN Wad purvn pe dKalUad e3: ENV Ya' CF AITAC�ED IEGAI REQUESTED FINANCIAL ACCOMM00ATI0"S. Renewer and La.w each warty LaMw Ia pOAda MaMM ettommcabone 10 Bmow PN m InIN Iwm IA)new veM ee n..venal Nl enanwebnanma o oar dMr COm Fate rryudroao o vand 10Lono m ad1 to Len Ice dMrpare.. le apro.'w.xo BprWa an nd LK.e aACn rlge.nlerN acLnoNeda / Ie LMdI INI L6iM N psNN al A ra3uK d ln6a ArrerCaleYOmmOdal'wM aG" LenOR to Bprww. end LnSa eclM"'IedOPS rw:Nml d v.IwON cenidwaeoa lw elw4y Inb'Je agn.H. \ LENOEAS LIEN. Ai A maeunt r b IN ganbq d I , rquKlaS NraH al A¢vminoNbat Lendw NS INbtAH d INI AS mp10A01 EaAd d blo l by dN, Mn wr W RW Ronn,(lorc'w'tlalea eM rwrMUr eGwwW b L. 3 NWed NIN Supo Ho I" NOW THEREFORE RE PARTIES TO THIS AGREEMENT HEREBY ACPEE AS FOLLOWS: SL60ROIMATON. All OI Luany I HVIL I'm- N 1Meeld In anal 10IM Suewdowl. Lee. anal IN Pool momn, I4 beat, WmadInA1a N A reyKb IO Lendefe Lon an IM Supe,lw IMeo.ea MM R M ne,." tweed mat LfMn'A Llen NN ee and remain, a14 b wa, p'w and orb m LeMK\ 1"leeau m m e el e suormned Lee. and Inc Rew "one', Lee.e el. avnerain.Ma to A ndy, a Lee IN due' Secunry n o nll el P. Role R nef new o, L..,.neue M .Hann, o , nee.ne acom,ed. Tne wore.' --by Imerar Teen .M McNde wlmo a umllebn any l OI IWHI.,M eKUtlry,.nemer In no lent at . Nn, Nwa. mw'"... H.d dl bueL nYOnmem. I4ed W. cn.nn InleMed la. er the, Hy Hy In IHa I n ntat wH.Han l .."yon"v<.led,I.,..n' tat....... -,.w conflOnmenl LESSEE'S REPRESENTATIONS ANO wARRAMTIES. Ln.a rpre4eM3 AM.AnaM31. L. met: IA1 no epnanl.noN w e0reemenH 0 "1 'ind NN b.a maa le Ln.e wMCh wmod Ine by OwLN'a an'.er IN Iwm• d IM AOr.menl; (b) I.. a0,eoyal k HaNled el Bwrowp'3 'PoVKI And nd Al IN rpV.l d LerMN; (C) Lendw Me Ma rc'emeenMliOn In LKx S .1 to IN w.dh'wlnirett of III, ; and Idl L.I. NS n ,,,,M, .de,ol. nnal a Obmry n n.om 80H. on A eMnnup been+dpm.bn 1e0.1aN BO'on.3 Luro Al I- d"..n. ... .91.4 u 1.p .don.l /1 WwnA Apn MIaIn maam of .11 bt s. tn. or P-nnnlarcY .'H4111 Tell. M arty way .ned Le44M'f In" UMw Ina Veakyord..ry L. wHoo .wee31N1 Lendw .4 Nr ne Wyabrr 10 Intone 10 L.S.e -InIa lgn by ma'wnl aIlne" by L.MO In ev ayao a earwuww:d «In son. LESSEES WAIVERS. Leatw wu a Anl "A 10 "Poch LwMw: IA1 It MIa ad" raaw. be M diry . Ian 10 annowea p b pam .M ells MMMal a2pmMalbm b Berson l'knota r: NI 10 MIa .rry pe.mmea, pdKL aMnn. a rote. of Arty INa. IrWy'e -He e nade"Nal d Any Supvb I.IMrwM3.." by to. a Lon. o Wee d .ny.. p moo W -' IN mad a Bmdww. L.Mw. an an.. be de101W Fearyebn'n M w SIW INebbdM3. w Ia Conn• el way IN m.~ d new a.ddaNl'ney"NoM4 (1) 1. rKp11P memwN a b poCaM aKry or a wV ...Into any bMMp\ IKn1dn2 aW owner (0110 paced &-'Y -On" p •.NUM arri 4dMIFa1 Had by L.nN Rom BP'oww..nY des'Ina 1p,w.nl d1'wT.I.Ito V. alt. ame NrM. 4me... ILI. a.1 OW4 ny pn'.I. Had M,MmM waon,,.wo, . W Lk. Awn 5.11 p In eon n, wlln In, onw amen 0M o'evrMOnt we. UNwm COrnr4dM Coda: In ,,H..ny.. ramNy. 1. LaMw1.1 by (0) W d w <wnmK M, a w.a'. d eM Yra. al.re WN M avw , nnn leaded I..., men. U"OEP5 PIGMS L.Mw M d Y lake a en SM IM .A &,A- Mh read b Lonany, Lon .KNa anaap --look r .r'y d Le" none Ind. 1.3 Voymae. In MI Mu. wonN1 aml.lun.... MT.'dlnwd nef deny LW le LK...(al m.Ia On o, mwI.da1bW- -p "H0.Nea b.a le BMWw: IpI rKa.lemy allw, tomp� . arq ace.sn d M,IIe d a $uOF9 nuy IN S,Nnay IndabIWN33 or any mad INrM. NduJry EX6_,IT " 'a That portion of the South half of th. SECTION 9, TOWN SMZP 25 NORTH, RANCE 44 EAST. N .M., in Spokane County, as Ln on, •scribe as % Ow.. Begin at the centerline intersection of Bowdish Road and Jackson Avenue, thence South 89.32'30" West, along the centerline of Jackson Avenue, a distance of - 580.00 feet; thence South 00.08 East parallel with the East line of said Northwest quarter, a distance of 30.00 feet to the South right of way line of Jackson Avenue; thence continuing South 00.08'10" East a distance of 60.00 feet to the True Point of Beginning; thence South 89.32 West a distance of 64.17 feet; thence South 50.53'26" West a distance of 249.71 feet to the Northeasterly right of way line of Montgomery Drive, said point is on a curve concave to the Southwest having a radius of 1030.00 feet, a radial line through said point bears North 41 °41'13" East; thence Southeasterly, through a central angle of 9 1 12 1 13 ", an arm distance of 165.45 feet to end of curve; thence South 39.06 East a distance of 50.26 feet; thence North 50.53'26" East a distance of 145.05 feet to a point 580.00 feet West of the centerline of Bovdish Road, measured along a line parallel with the centerline of Jackson Avenue; thence North 00.08.10" West parallel with the centerline of Bovdish Road, a distance of 225.00 feet to the True Point of Beginning; EXCEPT those portions conveyed to Spokane County as described in Right of Way Deeds recorded under Recording No. 7308210258; 7308210259 and 7308230263. Larson, William J. and Carol K. been UCC -2 COUNTY AUDITOR Fixture Filing WNEN RECORDEDR NTQ Na. UNITED SEC.FuI BANK P.O. W. M CM. SLY. Iq CNEWF1111.WA NIM UWSOK, W411AY1 WRED SEMI BANK uwsoN,CAR0.K P.D. so. I., N. s Iw N0..000 BR. }NB ANB KwO sPait.,WA mil CEWSLJ WA .1" SEE ATTACNEBE 181T 'A'. M. FNw , Sid..11. 1. M,.dN N tlY1W.fW. r.c d. MS FDnUIiE FIWNO COMERS ME FplOWING DESCP1SW PROPfRW T1as SPAce PRovogRX6A RECOFOER's USE: F1tE9 Rp' -PP RC CIiEii n- 93012503 Jax25 06 NT W4llae E. OONANUE fU91iBP 6POLCn;.E0UN3\ WASN. UEPUIT vai. 13 S 7 PAGE 10 0 2 O N �l Qu nNUr nr p•ory irlre wrrtr, aCVq"i iwryx r.un mv.n nvwrarerym rouv.ap •wwuurpw..v�s NH.•van yl � uh •W .uM1r^ aN�^� wv�PV ru. 6pn"ry sy p O ayrrr<rivuawr.rwrn �n.n •,nvry br ✓r ✓nor nav D i. ✓nu wrm rw.nw wrAV Iv..v.wnaw wwg4 rW wr. rrry r.nwp.w wr.rr... arar•v r.......r.,slq Aw N w IM wsOm.cMa K. -�� rrR riArK 1 . Wl1 /� � NAr,.eRr 04.lW.IK. m ./t.tir CTr. CCU.n AY drM pie PAr.aune A !m lrm sEEUlm SANK me N.rrgwn .ecp.eo..NnrtmN....q.Nn .giurpwNq p. lr[u,rAp rrwrrrt Nw rrrp.r! IMU.,vAOKp lM Vy u in ltA r! V nr PNp rCN EXIIIBIT "A" YOU I �V7PSOE�0 That portion of the South half of the Northwest quarter of SECTION 9, TOWNSHIP 25 NOATN, RANGE 44 EAST, W .M., in Spokane County, 1ng on, escr> a as follgws: Begin at the centerline intersection of Bovdish Road and Jackson Avenue, thence South 89 °32 West, along the centerline of Jackson Avenue, a distance. of 580.00 feet; thence South 00 6 08 6 10" East parallel with the East line of Said Northwest quarter, a distance of 30.00 feet to the South right of way line of Jackson Avenue; thence continuing South 00 East a distance of 60.00 feet to the True Point of Beginning; thence South 89.32'30'• West a distance of 64.17 feet; thence South 50 West a distance of 249.71 feet to the Northeasterly right of way line of Montgomery Drive, said point is on a curve concave to the Southwest having a radius Of 1030.00 feet, a radial line through said point bears North 41 East; thence Southeasterly, through a Central angle of 9.12 an are distance of 165.45 feet to end of curve; thence South 39 East a distance of 50.26 feet; thence North 50 East a distance of 145.05 feet to a point 580.00 feet West of the centerline of Bowdish Road, measured along a line parallel with the centerline of Jackson Avenue; thence North 00 West parallel with the centerline of Bovdish Road, a distance of 225.00 feet to the True Point of Beginning; EXCEPT those portions conveyed to Spokane County as described in Right of Way Deeds recorded under Recording No. 7308210258; 7308210259 and 7308210263. Lawson, William J. and Carol R. ! er'� ' EXHIBIT "A" vot. I :'S PAGE 524 That portion of the South half of the Northwest quarter of SECTION 9, TOWNSHIP 25 NORTH, RANGE 44 EAST, W.M., in Spokane County, Washington, described as follows: �\ Begin at the centerline intersection Of Bowdish Road and r, Jackson Avenue, thence South 89 6 ]2 1 ]0" West, along the centerline of Jackson Avenue, a distance of 580.00 feet; thence South 00.08'10" East parallel with the East line of said Northwest quarter, a distance of 10.00 feet to the South right of way line of Jackson Avenue; thence continuing South 00.08 East a distance of 60.00 feet to the True Point of Beginning; thence South 89.12.10" West a distance of 64.17 feet; thence South 50 West a distance of 249.71 feet to the Northeasterly right of way line of Montgomery Drive, said point is on a curve concave to the Southwest having a radius Of 1010.00 feet, a radial line through said point bears North 41 East; thence Southeasterly, through a central angle of 9 ", an arc distance of 165.45 feet to end of Curve; thence South 39.06'14" East a distance of 50.26 feet; thence North 50 °53 East a distance of 145.05 feet to a point 580.00 feet West of the centerline of Bowdish Road, measured along a line parallel with the centerline of Jackson Avenue; thence North 00 West parallel with the centerline of Bowdish Road, a distance of 225.00 feet to the True Point of Beginning; EXCEPT those portions conveyed to Spokane County as described in Right of Way Deeds recorded under Recording No. 7108210258; ' 7308210259 and 7308210261. Lawson, William J. and Carol X. RECORDATION REQUESTED BY: UNITED SELM1AITT BANK P.O. BOX lot TND AND KING •NEW O W K alas WHEN RECORDED MAIL TO: UNITED SECMITY BANK 930 Pd. Box Its TNO AND KING cyo,w Ah WA NIM SEND TAX NOTICES TO: W M1L11M 1 ".W. Ana CARQ K. LAW SON N. SIM NORTNwGDn DR. SPOKANE... will YOL. L '. S5PAGE 820 nECEr +Er, FILED ^R !((CORDED Rrol Jfa i; I ?i iii '93 d::BJi SPUR e.N i:, CUUN lY. p45X. 1 SPACE ABOVE THIS LINE IS FOR RECORDEtS USE ONLY ASSIGNMENT OF RENTS For Security Purposes Only THIS ASSIGNMENT OF RENTS IS DATED JANUARY 15, 1993, between WILLIAM J. LAWSON and CAROL K. LAW'SON, HUSBAND AND WIFE, whose mailing address Is N. 5106 NORTHWOOD OR., SPOKANE, WA 99212 (referred to below as - (Grantor:); and UNITED SECURITY BANK, whose address Is P.O. BOX 105. 2ND AND KING, CHEWELAH. WA 99109 (referred to below as %ender'} ASSIGNMENT. For valuable consideration, Grantor atslgas and conveys to Lender all of Grantoi s right, title, n and Interest In and to Vie Rents from the following described Property located in SPOKANE County, Stale of G Washington: SEE ATTACHED EXHIBIT *A' The Real Property or its address is commonly known as 11115 EAST MONTGOMERY, SPOKANE, WA 1 9920699212. 1 `y DEFINITIONS, LN IO•ryi•p "woe glue Nw M1V IOIIP"•51 m••ruyt mNn Ines N IM AitglurMY ielmt nd dMrmlw aeaNa w NN YYanNN V \ tNl nat. INS mM.ny% e1WNea to ..N (Mme w IN Un'Iwm CommwOM CWe. AS s weMt to deYr amounts ✓ve mean amavYt n to M1 In., d IN Unted S.I. d MIwNa. ..ormenl. TN r,wd - ASM n_W mYY ma Anti. d Panb N. Gr... we! is.. and Ye1Ww NINUI YI'u — d aasp'NNnb. aawnly NIYad w.—`trN'N&MS Ia try RAmo. Event of Da MIL TN vuas Evart d OM•Mr mass and IMINa any d IN Ewma d Demos ed lanh Mlw, In IN Asson aIW 4wn4 d WNt4t SIMI AN. TN mwd GrsnlW'mwm wuuu J.UwSON Snd GW0. KlwwSON. IrgaalaaNea TN wod S.NNA N Nam al dnnNY •,b inlMYl p•wDb It. M My. art Any I. a yandad or A.NNI q L. b..S. WbV•bN d &anlw to Ypamw ucMl W DY LMOM Iu aNww oLNM— d CNanlw uIw Nn AtTQ —ts, ots" men ... wI iw.. as wo"dad m IN AA y—. Lan4w. Tne mwd lerxsI nwm UNITED SECIFUTy SAW So tu[uYws uN afigm. A.M. TN .od Nda -u. wwdMwy INN w bass .1AANN ei J•m,ar, IA last, In the odginal principal amount of SS36,375.44 Norm G,•Nw to I..ImM. IW Ww .mI .t •aN.•n d, am,blorb d. mAy M`AIIt d, IawN NIP d. toYdwaorN d. aN tWiwunwla Iw IN F'o- MOly -1. w 11SA —n, Pwwm. iN nwd TOparlY maaM IN IYIwwarlY..Ilo ninglowwnnlwwn . NfOead aeowMlN e.C'+wt PASS Plo"mr. IN awdt Y N WArr nYan IN wMwly. MIMNe •N Iyhu daCbad •bM b IN A ©MAY DONININ Aa . PM•Nd Cacumanit TN -v. AWlod O.—nm* —1 eM nowa -now amMMn AS wdmttwy IwM, wady'7.. tot. .'AMNAA 4Nl.num, ycvw.wea .' no,".'w, dwae d 4Mr. art al DIN, InabwNrAL aWealr' m u e d¢vnnanLL "'N.. Ipa n WwsM Ydep, AMI Nvy,. Not IN'nolowaNev PmIM TN mwd YiMW mw,e J ,ash IawmwA it. . AS. tr9 peat from IN F,gty. "NI. dw — or MV. WuWp MImw,I ambb" Y Pwn a— d NAMS dafb9.d on ."N' AMMM..KOM to IN "MOMMA". THIS ASSIGNMENT IS GIVEN TO SECURE (1) PAYMENT OF TK INDEBTEDNESS AND (T) PERFORMANCE OF YT ANSI ALL OBLIGATIONS OF GRA,108 UNDER ME NOTE INS ASSIGNMENT, ANO DNE RELATED DOCUMENTS. 105 ASSIGNMENT 15 GIVEN.. ACCEPTED ON THE NDAT AND S FIYM PERFORMANCE. AND PEPFgi Y1NCE E.wd n dNYaea wWN n IN Atty,Ima,l CMadw WI paF b LMUI M •"aunt ,awM DY IN YfgmMa Y ANY Mcnma du. •,E elu• tlNey Canwm d d Gadyt fEaFabu w9w IM Auymwl. WYaa artl w�M lMW a•wPrw Y ryml } \ \ N \N1t b [eNC1 dIa Panb Y wwNO Nlw a•N w by Y Vva <N OMaJ allow INt Aetyulwll G.M Mf ,amnn'w pbunalwl aN ewu•w d aIN WwaY W MII•aa DIa N WMt/.N c e.�l W PanIL wwAM Nd W yMIMq d VIa naN M NMe oN 11Mb aN. M CmaaW W ✓t cwWa REPRE Iw TATION ANDY WARRANTIES WIT / GR ToL PEPRESENFATION] AND MRMWANTIN RESPECT TO THE RENTS. with rwpM b Na RM4 G,aNa rewwMW W r w•nbblandw lNE Ass RECORDATION REQUESTED SY: lamEO artl.YnY a.NK P.O. W. I., nro..vo KING C,Noyvz ,W1 a.lm y0L.138 5PeGE Sit Q17 "Ct::vl:c FILEO cp. ::C GOn0E I J(il fj fII rt J3 ,i�011 <CI�. CCIIytY. viii]]. SPACE .aME THIS LINE 14 FOR RECOROER'S USE ONLY EXHIBIT "A" V01. I 181 PAGE S19 WHEN RECORDED MAIL TO: UNIiEO SECURITY BurK PA. BOA lot 2NO MO KINB CnIVNELAN,wA Y1Y SEND TAX NOTICES TO: W UA4 J LA W SON.ra CAROL C LAW SON N. 6'. Noil.coo OR. SPO..NE,wa I,lo DEED OF TRUST THIS DEED OF TRUST IS DATED JANUARY 15, 1993, among WILLIAM J. LAWSON and CAROL K. LAWSON. HUSBAND AND WIFE. whose mailing address Is N. 5106 NORTHWOOD DR„ SPOKANE, WA 99212 (referred Ip below as 'Granlor (: UNITED SECURITY BANK, whose mailing address Is P.O. BOX 105, 2ND AND KING, CHEWELAH, WA 99109 (retorted to below somefunes aa'Lender• and sometimes as 'Beneficiary'); and FIRST AMERICAN TITLE COMPANY, whose mailing address la E. 40 TRENT, SPOKANE, WA. 99201 (Nelerred to Wine n as 'Trustee-4 CONVEYANCE aNO GRANT. Fa.eutlle rnddwdda, G ental —eys to Trv9n N WL wits power or Yle, nail of entry Pro ysYayon ✓ d he m• ear em or LIMY Y eeuaclw. Y in G..W, row, i.. eM .. n uq b IM laawro ameW , W aMen/. ". .an Y r m" u ewssonAm" YN u,d a .. elld,pL ,w. and MaY: Y Ys•m•nn. Norm a way. eM .ppul.Mrcw: M .ev. nal. I\ N N's am Gar rorb bu IvWO... N uLY4 w s m . a'pbn n. IMP are a dM Nmy "am, ... "re NMabo b IM , a Ndudrp wwA Nmmmn Y nww, a. Pat, oommmd and N4a.r mahms, located In SPOKANE County, State of Washington (the - Real Property'G SEE ATTACHED EXHIBIT 'A' The Real Property or Its address Is commonly known as 11115 EAST MONTGOMERY, SPOKANE, WA 9920699212 Darla --I e3vpm Y Sorry le 1... -1 is GNanaY3 IN, 4M, aM intanl in and to Y IYy3• Sam, and 1011 of me Ronrhy LM a35oNM "I O "iyood In aRaouW w'N RCW 65.M.OM IM men OYl•d OY NIS.SSOn'n.N b MlendM IO to. .q 1.1e l.d nd,.4 Now IM Nacadro d IM Data d LrusL L•Ma aY4 b Ganla a Wm• to CWa1 W Ranm •NN paali wlkn Yens• meat p• I.ucLad a LeMw's option am dr.. M auloNlu.y Iwaw wa'.ISYY•IIa1 a.. a pan a w IIdWIYnatt. DEFINITIONS. TM Igoeirp .aa sw Mw lM IaWaro nvmpf Nyr Iva N lM OeM a ttNL isms na olrw,3a awMd N YJS Dwd d LNY31 eNa MH Un moNVI le d S41 mNNwg3 a merca. W mots yM n IM 11Mam ComnYOY CURL N N.Iw•NV,O la aW.N amOUnLL f W m..n ampYN. N mwN d N. 4Y tl Amwc•. 9•nend". TM wad 9wh y mYM Uw1ED MCJRTY BANK as Slmuas eW Y3om. UNITED SECURITY BArdt aM 4 NdmN.d Is at L•ndr N ow Data or T—L DeM dl Trust. IN wads 9Yd of TrvN —n Ile Data d Triad .nqp b.Ma. L... em Tin.. Nic. w�Nall 4n1.4n ea a3pmwY aM —1 meal a. Ism" b IN PvsaW Rtpsr,.M Ran. GYIa. TM wad'CNamY mearm any .rd .. Persons w seems tisevyN bm Data d TrnL oduarp w . a.. waled J. IAwSON aM rXNa IL uwSON. GYmmna. TN wad nwtruo f mains and vduYa wi1Ma NNaaa. aNry and Y puuaNa; sveleL .nd a¢omm kn O.N. N 1aYyC4M orb ar Ir'I.aIYNVy.. N " o"' yawns TM wad'o`FN muy ".rd irdWat wWa {maaMn Y -a" .Nd IYII.a looN S. apleq bWroa. sYrcluY, nrcOY Mn...to Pit IM Red Rcwry. laylla, adabp.Nd drm [anWCWn ar Vy R. Rdpm y. 4dplpNaA T. wad lyd.oWrvY• m.uy Y aeapY •rd Mmpt YYab4 wear W Nola wq •n, ..a YpauMd or adnrbd by Lwram 4 on'sna . roydan a FN.rb u agymY Y•.vey by Teows a Mndm b ... aJya. a Ill.. I,Mm uw DAY a T,tzA IPMhm wM Now. on Nam.. Y'. in llw oW a need. Lan The it lyd. r rvm Uyinto SECURI BN.L as amnoslme—ipr. NaI•. The wad - Neu• m•mi. thy Not. daily Jmdaq 15, tan, In the original principal amount of $S36.375A4 .om G,ama m Lada. iryeNm wN ea I.Ns,.tlwwpm, mY6RaYNN.4W'aagi aM.1p3YUbra la ma Nm.. Per. Preteens. TM wody 9•ndNml Rosomr m..... NWman, amoral. ud aMr tray. is Its. pN ©m1Y rbw a NrYN ow wa by G.... rA mw or Mr Yam .naeNW b sou,, b IN NYI RNp•mO lµWlr wan Y •as.... Pant... .dmlwm le..l �N4umwb d. and .. tW.YNero br..1 of RiV, arymlY. aM ate ray Ya Y coon wd aMm man. wd accWS (udumv NN N` arms. J !\ Nsv.rp W.". NN. d IN .,.ar.m.4 or dN dspwWN d" RCpmry. P ownt. TNe wait Aa»1y mate maamn,* IM RW R(pmry two N• Plan. Rgmry. Raa No,". TM Nam TYl P,amy, N.a ma nl . N ymb.Nd loN. WUpp.bow IN re Carve,aaa.Nd G.W way. That portion of the South half of the Northwest quarter of SECTION 9, TOWNS NORTH, RANGE 44 EAST, W.M., in Spokane County, WaShington, describe as ows: Begin at the centerline intersection of Bowdish Road and Jackson Avenue, thence South 89.32.30" West, along the centerline of Jackson Avenue, a distance of 580.00 feet; thence South 00.08'10" East parallel with the East line of said Northwest quarter, a distance of 30.00 feet to the South right of way line of Jackson Avenue; thence continuing South 00.08'10" East a distance of 60.00 feet to the True Point of Beginning; thence South 89.32'30" West A distance of 64.17 feet; thence South 50.53'26" West a distance of 249.71 feet to the Northeasterly right of way line of Montgomery Drive, said point is on a curve concave to the Southwest having a radius of 1030.00 feet, a radial line through said point bears North 41.41 East; thence Southeasterly, through a central angle Of 9.1211311, an arc distance of 165.45 feet to end of curve; thence South 39 °06134^ East a distance of 50.26 feet; thence North 50.53'26" East a distance of 145.05 feet to A point 580.00 feet West of the centerline of Bowdish Road, measured along a line parallel with the centerline of Jackson Avenue; thence North 00.08.10" West parallel with the centerline of Bowdish Road, a distance of 225.00 feet to the True Point of Beginning; EXCEPT those portions conveyed to Spokane County as described in Right of Way Deeds recorded under Recording No. 7308210258; 7308210259 and 7308210263. Lawson, William J. and Carol K. aa�� Yo(..1397PAGE 630 2) S'de/Rar Yards - All buildings shall be set baek the minimum set back for like commercial prorcrty required by Spokane County at the time of mmtrucsion except where gicntcr side/rear yard setbacks arc imposed Iry Developer to comply with building or fire code requirements: d) Rcor Yard Rail Served Site - All buildings shall be set hack a minimum of I hiny (AI) feet from the centerline of Icad track to comply with railroad operational, building at fire code requirements or as may he required by other provisions of this Declaration. e) Neieht No building or struesure shall exceeda height offorty(40) feet unlcsso(heovisc approved by the Dcvclorer. d) Parkin, L.,ol and Unloadine Area . No parking shall be permitted on any street or drive, or any place other than parking areas loeimd upon building sites Each Owner and Occupant shall he resi-onsible for compliance by its employees and visitors. Parking count shall comply with county Ordinance. Landscape shall be constructed to be consistent with the Landscape Guidelines around all parking areas visible from public roads. Also said parking areas shall be buffered as well as practicable by the use of other landscaping materials. All driveways and areas for parking. maneuvering loadingand unloading shall be paved with asphalt, concrete or similar materials. Off street loading spa¢ shall be designed to include an additional area or mons of ingress and egress which shall be adequate for maneuvering; e) Screen ne of Scrvice Facilities and Storage Areas - Garbage and refuse containers shall be contained within buildings or shall be concealed by means of screening walls of materials similar to and compatible with that of the building Fuel and other storage tanks shall be installed underground Above ground installations may be permitted if an above ground installation is essential to the function and/or operation of the subject business and approved by the Developer and Spokane County. Such improvements shall be integrated with the concept of the building plan. be designed so as not to attract attention, and shall be inconspicuously mated. Unless specifically approved in writing for display and similar purposes, no materials. supplies or equipment shall b< stored in any area on a building site except inside a closed building or behind a visual barrier which screens such areas so they are not visible from neighboring building sites or streets; the materials used for said screening harriers shall he ws od. concrete or masonry in type and must be similar to and compatible with those materials used on the building Outside screened storage areas must not project beyond Ire front fan of the principal building on any site, or into any required building setback area. Outside stored materials shall not exceed a height of twelve (12) feet. B Lsndscanine All building sites shall be landsoped in conformanm with the landscnpe Guidelines which nre established by Spokane County for landscaping of similar commercial properties. 0edantiun of Camenont, Conditions 6 Reatrid'wna - 4 YOL. 139 7PEGE 629 B Owner -Shall mean an entity. is record it Owner of an fee simple tale, cur which has an partnership fir asssxiation, w Y equity of redemption in a building site; j) Sign . Shall man and include every advertising message, announcement, dcdl demonstration, didrlay, it lust ration. insignia. surface or space tressed or maintained in view of the observer thereof fur idcotifct ion, advert lsemcm or promotion of the interest of any perso n, entity, prd.ducs or service. The definition of sign shall also include the sign moisture- supports, lighting system and any anachmco, ornaments or other features used to draw the .,tendon of ohac,en. This definition does not include any nag, badge or ensign of any government or g(wernmental agency crested for and used to identify said government or governmental agency; k) Street - Shall mean any public street or highway. whether prdcntly constructed, dedicated by plat map or contemplated in she future, under a :toed plan approved by any public authoriry- I) Front Yard - Shall mean an caerior space fronting on the adjacent street or roadway intended as primary access. m) Proicd - Shall mean the development within the real property set forth on the attached Exhibit W pursuant to terms and provisions of these Covenants. Ill LAND USE Building situ within the projecs shall be used for high quality commercial and industrial, and business and office pork purposes The foregoing shall not. however, prevent Developer from constnscting owning, operating, leasing or conveying real property with the project for facilities consistent with the purposes of this Declaration. IV RESTRICTIONS AND REQUIREMENTS ON IMPROVEMENTS The following restrictions and requirements are imposed on the property subject to this Declaration: a) T strucures - No temporary buildings or other temporary strudures shall he permitted on any building sit, provided, however, trailer, temporary buildings and the like shall be permitted for construction purposes during the construction period of a permanent building. Such structures shall be placed as inconspicuously as practicable, shall cause no inconvenience to Owners or Ooospants of fisher building site, and shall be removed not later than thirty (Jfl) days aftd the date of substantial completion for beneficial txeupancy of the building(s) in connection with which she temporary structure was used; h) Bu'Id'ne Setback - All buildings shall he set back from appropriate property lines as follows: 1) Front Yards - All buildings shall set back from front yard property lines a minimum distance of forty (40) feet. Dedontiw r Covenant, Condition 6 Rmrktiona - 3 va.139WAGE 637 EXHIBIT 'A' LEGAL DESCRIITION Jl .' � -9 That portion of the South 112 of the South 112 of the Northwest 114 a portion of the Southwest 1/4 of Section 9, T.25 N.; R.44 E.W.M., d escribed as follows: Begin at a point which is 641.55 feet North and 20 feet East of the West 1/4 Corner of said Section 9: theme N 89 1870.00 last along the South right of way line of Jackson Avenue: thence S 00 386.46 feet parallel with the West line of Section 9, to the Tone Point of Beginning, which is also a point on the Southwesterly right of way line of Montgomery Drive: thence continuing 10- 00 256.56 feet to the South line of the NW 114 of said Section; theme S 00n131 7'E. !.92 feet parallel with the West line of the SW 114 of Section 9. to the Northerly right of way line of ...e Spokane International Railroad; thence S 60 *26'13'E. 779.79 feet along said Northerly line to the East line of the Southwest 1/4 of said Section; thence N OOn08'33'W. 364.62 feet along said East line to the Southerly right of way of Montgomery Drive: thence N 26 68.00 feet to a point an the Northerly right of way line of Montgomery Drive 30.00 feet West of the East line of the Southwest 1/4; thence NOOn08'33'vy. 372.11 Ices, parallel with the East line of said SW 1/4 to the South line of the NW 1 /4 of said Section; thence N 00'08' 10' W 404.22 feet. parallel with the East line of said NW t /4 to a point lying S 00 0 08'10 - E, 259.50 feel from the centerline of Jackson Avenue; theme S 89 °32 125.00 feet parallel with said centerline: thence N 00°08'10 - W. 229.50 feet to the South RM line of Jackson Avenue: thence S89°32'30'w. 612.69 feet to a curve concave to the Southeast having e radius of 335.88 feet; thence Southwesterly through a central angle of 38 °19'39 an are distance of 224.68 feet to the beginning of a comoound curve concave to the East having a radius of 25.00 feet; thence Southwest and Southeasterly, through a central angle of 108 0 57'29', an are distance of 47.54 feet to the beginning of a reverse curve concave to the Southwest having a radius of 1030.00 loot: thence Southeasterly, along the Northeasterly RAY line of Montgomery Avenue through a central angle of 18°38'04', an are distance of 334.99 last; thence S 39n06'34'E 50.26 feet; thence S 88 °53'35 - W 76.14 feet to the True Point of Beginning. EXCEPT Montgomery Drive. Situate in the County of Spokane, Slate of Washington. vo).1397PAGE 635 any appropriate Proceeding at law or in equity against the land to enforce any lien or charge arising by vinue thereof. Dwcloper shall nor he linhlc for enforcement of or for failure to enforce said • prsviainns and failure of Developer cr of any Owner or Occupant to enforce any of the provisions of this Declaration shall in an event be deemed a waiver of the right to do so thereafter. XI MORTGAGES - DEEDS OF TRUST Breach of any of the foregoing covenants shall not defeat or render invalid the lien of any mortgage or decd of Info made in good faith and for value within the project but said Covenants shall he binding upon and effective against any Owner of said premises whose title thereto is acquired by foreclosure, trustee's sale or otherwise. X11 DURATION. MODIFICATION AND TERMINATION The Conditions, Covenants, and Reservations sct forth in the Declaration shall run with and bind the land within the project and shall be and remain in effact, and shall inure to the bend( of, and be enforceable by Deveoper or the Owner of any property subject to this Declaration, their heirs, successors and assigns for a term of twenty (20) years from the dale of this Declaration is recorded; provided, however. that this Declaration may be amended or terminated by Developer by an instrument in writing property executed acknowledged and filed with the Spokane County Recorder, and provided further that such amendment or termination shall not adversely affect any Owncr's or Occupant's rights to use its building site for purposes consistent with this Declaration. XIII SEVERABILITY Invalidation of anyone or more of this pravisions of this Declaration by judgment or coon order shall in an way affect any of the provisions which shall remain in full force and effect. XIV LIABILITY Developer shall exercise its awn judgment to insure compliance of the provisions of this Declaration. The Dacluper and its employees or agents shall not be liable to any Owner. Occupant or to any other patty by reason of a mistake injudgm<n1. negligence or non- enforeemcm of any of the provisions of this Declaration. IN WITNESS WHEREOF, Developer has caused this instrument to be signed by the duly asnhoriaed officer on the dare first abenc written. pealanrinn of Cowan s. Cnndlfwua 6 Restricuoea - 11 0eclaratiae M Cowasnr; Cunditlona 6 Reslrktioea - 9 vot.1397PAGE 634 VII FORMATION OF OWNERS ASSOCIATION AI such time as Developer has sold all of the lots included in this project. Developer shall give various Owners written entice of that fact and within thirty (JO) days of receiving such written notice the Owners shall he required to meet and form an association far purposes of assuming the Fore and obligations of the Developer as created herein. The nature of the association and its bylaws shall he subject to the discretion of the Owners forming the same. The association shall then have uthority to enforce the various provisions of these covenants and undertake performance of all other functions and duties neccsury to promote the operation and welfare of this project. VIII PRIVATESTREETSi The project includes two (2) private strects one extending northeasterly from Montgomery Drive and one extending southerly from Montgomery Drive. Each Owner of a lot having frontage on either one of those private strects, regardless of whcthcr frontage is also availahle on a dedicated street, shall have an equal undivided fee litic interest in both pr'rvase streets along with all other such evners having frontage on such private streets. Such undivided interest shall he deemed appurtenant to each such lot and shall be transferred and encumbered along with each conveyance or ensvmhrance thereof. Each owner shall also have a non - exclusive caecment met and across the private street that their particular lot fronts upon for purposes of ingress, egress and utility installation between his lot and the dedicated street. Additionally, each such owner shall he responsible for an equal %hart of all ants of maintenance. repair and snow removal far both such streets which work shall he conducted according to a majority vote of all owners having an interest in such private oree« , each lot lacing entitled to one vote. This obligation shall hemme alien against each such lot. enforceable a% a mortgage in favor of each remaining In( owner fronting on either of these two (2) private strects. The owners of such loss may form an association in like manner as provided in Paragraph VII but which association is for the specific purpose of providing the maintenance and enforcing the assessments herein provided and which association shall be comprised only of the nwncrs fronting on both private strects. Such owners fronting the private streets may, with the approval of three fourths (7 14) of all other owners of lots within the project, incorporate the provisions of this Article into the rights and duties of the A sociatioa as created pursuant to Paragraph VII, provided that any assessment levied for the maintenance, repair or snow removal of the private streets shall become a special asscsseacm against the owners having frontage on such private streets only. IX NOTICE TO BE GIVEN BY OWNERS Any Owner arm building site or sites within the project who shall transfer to another entity, whcthcr such cmity he an individual.mgnraiton,joial venture, partncrshipor association, any 611c, interest in or right of occuron y to such building site or sites or portions thereof, shall give actual notice of the requirements of this Declaration of Covenants. Conditions and Restrictions to such entity. X ENFORCEMENT Enforcement of the provisions of this Declaration shall be by any appropriate proceeding at law or in equity against any person, mgnration or other entity violating or attempting m violate ..said provisions. tither to restrain such violation, to enforce liability, or to recover damages, or by Dechrou ion of C.vea.au. Candle n+ 6 Resarieslusn.8 VOL 1397PAGE 633 role. including all nhligstions of Developer as set forth herein, shall be assumed by an association to he formed by The Owners pursuant to Paragraph VII herein. V APPROVAL OF PLANS No constmctlan or cnerior alterations of any building or other improvements including signs, fences. storage buildings and other outbuildings maybe commervaA without written approval by Developer of the plans for such construction or alteration. Developer shall either apprnvc or disapprove plans submitted in writing within shiny (30) days from the date on which they are received, and failure to either apprme or disapprove within this period shall constitute approval of said plans. Wherever approval in writing is required by the terms of this Declaration, such requirement shall mean written approval of Development in the following manner. a) All applications to Developer shall he addressed as follows: Northwood Properties, Inc 9616 East Montgomery Spokane. Washington 99206 Attention: President or to any such address as the Developer shall hereafter designate in writing addressed to Owners or Occupants; h) Developer shall exercise its hest judgment to we that all buildings and improvements constructed within the project conform to the purpose, and requirements of this Declaration; provided, however. Developer and its employees or agents shall not be liable to any Owner or Occupant or to anyone submitting plans for approval, or to any other party by reason of a mistake in judgment, negligence or aomka.sanec arising out of or in connection with the approval, disapproval or failure to approve any such plans; c) Upon receipt of approval of plans. Owner or Occupant shall diligcndy proceed with the commencement and completion afall approvedernstruction. Unlesswork on the approved construction shall he commenced within one (1) year from the date of such approval and diligently pursued thereafter, then the approval shall automatically cxpi re, unless Developer has given a written extension of time, d) Approval of plans by the Developer may he secured prior to acquisition of a building site pursuant to the terms of a sale contract. VI CONFLICTS Zoning ordinances building codes and regulations, and any other governmental restrictions and requirements shall be observed In the event of any asn0ict between this Declaration and any such governmental codes regulations restriction and requirements, the more restrictive standard shall apply. Any approval of Developer required in this Declaration does not in any way relieve Owners and Occupants from obtaining approvals required by any governmental body having jurisdiction. Deebntina of Cuvcaants Caeditions h Re+trfdivaa • 7 d. VOL 1397PAGE 633 role. including all nhligstions of Developer as set forth herein, shall be assumed by an association to he formed by The Owners pursuant to Paragraph VII herein. V APPROVAL OF PLANS No constmctlan or cnerior alterations of any building or other improvements including signs, fences. storage buildings and other outbuildings maybe commervaA without written approval by Developer of the plans for such construction or alteration. Developer shall either apprnvc or disapprove plans submitted in writing within shiny (30) days from the date on which they are received, and failure to either apprme or disapprove within this period shall constitute approval of said plans. Wherever approval in writing is required by the terms of this Declaration, such requirement shall mean written approval of Development in the following manner. a) All applications to Developer shall he addressed as follows: Northwood Properties, Inc 9616 East Montgomery Spokane. Washington 99206 Attention: President or to any such address as the Developer shall hereafter designate in writing addressed to Owners or Occupants; h) Developer shall exercise its hest judgment to we that all buildings and improvements constructed within the project conform to the purpose, and requirements of this Declaration; provided, however. Developer and its employees or agents shall not be liable to any Owner or Occupant or to anyone submitting plans for approval, or to any other party by reason of a mistake in judgment, negligence or aomka.sanec arising out of or in connection with the approval, disapproval or failure to approve any such plans; c) Upon receipt of approval of plans. Owner or Occupant shall diligcndy proceed with the commencement and completion afall approvedernstruction. Unlesswork on the approved construction shall he commenced within one (1) year from the date of such approval and diligently pursued thereafter, then the approval shall automatically cxpi re, unless Developer has given a written extension of time, d) Approval of plans by the Developer may he secured prior to acquisition of a building site pursuant to the terms of a sale contract. VI CONFLICTS Zoning ordinances building codes and regulations, and any other governmental restrictions and requirements shall be observed In the event of any asn0ict between this Declaration and any such governmental codes regulations restriction and requirements, the more restrictive standard shall apply. Any approval of Developer required in this Declaration does not in any way relieve Owners and Occupants from obtaining approvals required by any governmental body having jurisdiction. Deebntina of Cuvcaants Caeditions h Re+trfdivaa • 7 raE.1397PAGE 632 a) Each individual development shall he limited to one (1) f.cstandmg sign with a maximum total area for all faces of one hundred (100) square feet and a • maximum height six (6) feet and must comply with county sign requirements. 5) Each individual development shall be limited to building face signs as specified hclua Where a single building or development site contains a single tenant, signs on building faces shall be limited to a single sign for each building face. which shall not extend shove the wall line of the building. F- ch building face sign shall In allowed a maximum total area of one hundred (100) square feet. Where a single building on a development site contains multiple tenants, each tenant may have a single building face sign which shall not extend above the wall line of the building, nor more than one (1) fax from the face of thchudding. Each sign shall be limited to a maximum total area of thirty (30) feet. 6) Graphics or supergnphlcs utilized for advertising purposes shall meet the size limitations specified for building face signs herein. Graphics or supergraphia utilized for aesthetic enhancement or decoration shall not be restricted by the provisions herein. y) Private traffic signs,d;led ion signs• and public convenie nce signs maybe allowed where a public need is served 1) Fences - All fences shall be screened and approved by the developer. m) Maintenance - Each Owner and Occupant of the project shall be responsible for keeping its building site or sites, whether or not improved buildings and other improvements including lawn and landscaping to street curb, maintained in a safe, clean. neat and orderly condition and shall prevent rubbish, dunnage, replaced equipment or machinery and the like from accumulating on its building site. If in the event the Ommer or Occupant fails to comply with the maintenance provision of this Declaration (at the sole discretion of the Developer) Developer shall notify said Owner or Occupant of .such osnJitiona, in writing, and shall detail in writing and any and all work which must he performed by said Omer or Occupant to bring said building or building site into compliance with the maintenance provision of this Declaration and Developer shall allow sixty (60) days from said date of notification in which said Owner or Occupant must perform said work. If said Owner or Oaupanf fails to perform or submit all charges pertaining thereto to Developer. Developer may collect said charges through any appropriate proceeding at law or in equity or may file against the property of said Owner or Occupant a real property lien in an adequate amount to recover damages incurred by Developer in connection with said maintenance work performed. At such time as Developer has transferred all available lots in the project to Purchasers, the Developer's Dsslantbs of Ce. —sus. Gndidows 6 NNrictiana - 6 raE..139WAGE 631 g) Fjn Mao 'ales Colors - Architecturally and aesthetically suitable building materials shall be applied to or used on all sides of a building which is visible to the general public and to be harmonious and compatible with colors of the natural surrounding. and other adjacent buildings. Building design and colors shall be approved by the Devclopor, and meet the following requirements: 1) Exterior walls .shall be concrete. masonry or vucco. 2) No mw concrete unless sandblasted or textured. J) No wood except at soffits, as entry amts, or in protected locations. a) All colors are to he of a earth tone •naturX range. Primary or accent colors may be used with rca nim. 5) Prefabricated metal buildings are prohibited h) Utilities - Mechanical Eguitmsent - Roof Proicctions All utility lines including electrical shall he underground. Pad - mounted transformers. switchgear and similar equipment which must he installed about ground line. shall be screened with suitable landscaping consismm with safety and other regulations of the utility companies. All mechanical equipment shall be located or screened so as not to be visible from the street view of she general public or from the view of other building sites. Penthouses and mechanical equipment screening walls shall he of design and materials compatible with those of the building. Antennae shall be visually masked to she extent practicable and consistent with elenromapetic considerations: i) Pollutants - No trades, services or activities shall be conducted within the project nor shall anything else he done therein which may be or become an annoyance or nuisance to the Owners or Occupants by reason of unsightliness or excessive emission or fumes. odors. glare, vibration, gases, radiation, dust, liquid wastes, smoke, debris or noise. J) Exterior liehtin¢ - All exterior and security lighting shall have underground service and shall he designed erected, altered and maintained in acoordanee with plans and specifications approved in writing to the end that lighting shall be compatible and harmonious with the prnjeet. k) SILTS - Design and placement of signs shall meet the following criteria: t) Individual dcvelopmcm signs shall identify only the name and/or product of the establishment. 2) No bare bulb illumination of signs shall be allowed Indirect illumination. Roodlighting or inlemal illumination shall be the only allowable means of illumination of signs. J) No flashing or animated signs shall be allowed. Dssbntinn al Gov++sb Cewdidwna 6 RnWelawa - 5 e jt vot.1397PAoE 628 c) Aaure adequate off -sheet Parking space and off-street truck loading and maneuvering facilities; d) Encourage the development of aesthetic architectural and engineering design, including compatihle lane taping. and, in general, provide a harmonious dwelopment that will promote the general welfare of the Owned or Occupant, of the project; 11 DEFINITION OF TERMS The following terms and words arc dcfincd for use herein as follows: a) Buildin - Shall mean and include, but not be limited to the main ponion of a structure built for permanent use and all projections or emcmion thereof. including but not limited to garages, outside platforms and desks, storage tanks, arports, enclosed malls and porches; b) Building Site - Shall mean a ,.a of teal property within the project as determined by the legal description in a conveyance or lease from Developer. If fee simple title to two (2) or more adjacent building sites, as defined bercinabove, is acquired by the same Owner, such commonly< cd building site may, at the option of said Ownct, be combined and treated as a single building site for the purposes of this Declaration, provided that the location of the improvements on such combined building site shall he subject to prior written approval by Developer, e) Dcvelorxr of Grantor - Shall mean and refer to Northwood Properties. Inc, and its successors and assigns if such su¢casors or assigns should acquire the balance of the undeveloped lots from the Dacloper for the purpose of development. d) Declaration - Shall mean this Declaration of Cavcr ts, Conditions and Restrictions. together with all of the provisions contained herein; e) Imnrewements - Shall mean and include, but rat be limited to, buildings, out buildings, driveways, a ncrinr lighting, fences. land taping, lawns loading areas, parking areas, railroad trackage, retaining walls. road; screening walls, signs, utilities and walkways loatcd on a building site; D Lmdsanine -A space of ground covered with lawn and/or ground cover combined with shrubbery, trees and the like which may be complemented with earth berms, masonry or similar materials, all harmoniously combined with themselves and with other improvements on the building site; g) Lawn - A space of ground covered with grass, kept neatly mown and maintained; h) Occu - Shall mean an entity, whether it be an individual. corporation, joint venture, parsncrship at association, which has purchased leased rented or has otherwise legally acquired the tight to sxcupy and use any building or building site, %hcihcr or not such right is exercised; Declaration of Covenants, Conditions 6 Rouridioua - S 7� _ 902230156 trot. 1397PecE 627 DECLARATION v • n � OF COVENANTS, CONDITIONS AND RESTRICTIONS OF n � MID VALLEY BUSINESS PARK V 1 Tl IS ECL A is made on the dam hereafter set forth by Northwood Properties. Inc, whose name is subscribed hereto and hereinafter referred to as'Developer.' RECITALS A. Northwood Properties. Inc, is the Owner of chain property in the County of Spokane, State of W xshington. which is fully deacribed in Schedule'A' attached hereto and by this reference made a part hereof, and B. Northwood Properties, Inc., desires to subject said real property to the protective covenants hereinafter set forth all of which shall be for the benefit of said real property and for each subsequent Owner and Oceupant thereof Based upon the above Recitals and the Covenants and Declarations hereinafter set forth. Developer hereby declares that all of the property described in Schedule •A' shall he held sold and conveyed subject to the following casements, restrictions, covenants. and conditions which are for the purposes M prntecting the value and desirability of, and which shall run with the real propcny and be binding on all parties having any sight, tide and interest in the described properly or any pan thereof. their heirs, sucoessors, and assigns, and shall inure to the heneh of each Owner thereof. I. PURPOSE OF THIS DECLARATION This Declaration is made to require development, improvement and use of the project so as to: a) Protect the Owners or Occupants of building sites against such use of neighboring building sites as might depredate the value of their property; h) Encourage the erection of attractive. permanent improvements appropriately located to insure harmonious appearance and functions; Dedmtlon or Covenants, GnJifnm 6 Rmrisslona - 1 ATTACRMEN7'Ad9' yiL.12. t 2pAcE 11 lk n LEGAL DESMPTIO.\': The north 250 feet of amd_jjt oerofti atl 21 EXCEPT the County toad, Section 9, Toumhip 25 North, Range as Eau, W.M., Spokane County. Washington ASSESSORS PARCEL NO: 65031.1639 USE: Apmmeau ADDRESS: 12010 E Marietta Ave, Spokane, WA 99206 GENERAL FACILITIES CHARGE. 46 uniu @5396tuniI =513216 Exhibit X 9 ?7 92`i�Z VOI. I'j421nu L478 ATTACIIDIEN7'A -9' LEGAL DESCRIPTIOA': Blak 1. Pinmot(Fnt Aadition �Seclion 9, Township'3 North. Rance a Eut, 9a'.h!.. Spokane Counp, Washington, ASSESSOR S PARCEL No_- 45034.0501 USE UndcaiopW ADDRESS: 2522N.Bo�ish Rd. Spokane. WA WM GENERAL FAOLITIES OL4RGE The actual General Facilities Charge parable shall helhat amount which is applioblc as mablishrd by Corry Ordi... q. amcndrG or misrG. Exhibit F ATTACHMENT'A40' S342rac;1479 LEGAL DESCRIPTION: The EtS of Blocks 5 and 9. Pin¢rGW3n,A ion 9. Towmhip 25 North. Range a a FUt. N.M. Spokane Counry, Washington. ASSESSORSPARCELNO: 45494.050.4 USE Undeveloped ADDRESS: Unkn. GENERAL FACILITIES OWGE Theacual GenmlFadlities Charge payable shall be that amount which is applioblc as established by Caunry Ordm.roe. as amended or raised. Exhibit G 1 '"� vow. I I J) 2 rseE 147 7 vm. ] 3112rac 1476 ATTACI(b1ENT'AT LEGAL DESCRIPTION: Thewuth 125 feet of the on h 4 36 fee, oflbeaul 259.5 fm oft he Sctaflh1SFV..fthn NWtsof 5y -9 Smion9 Ta. pship 25Nonh Ranec tt, tV,A(, SpoWne County, Washingmn. AfSESSORSPARCELNO: 4509L9015 USE Undn ADDRESS: UO"..n GENERAL FACILITIES CHARGE,- The antual General Fanlities Charge payable shall he that amount which is applicable as established by County Ordinanee, as amend W Or ,wised. I >r Y� Exhibit D ATTACIINtENT'A -S' LEGAL DESCRIPTION: Q That portion of the 54 Of the 545 of the NlVV.. of Section 9, To.ruhio,S No Ran W. M. described as follwi: 70�Q 4p T � 1 Bccin at the. mcdine in¢ncwion o(BO.dish Road andJsbson Arcnve ;mcn.S9el -ilh" \V, along the.ntnrlinc orlacl oA nrM a divan =of 530.00 fete thence S00V3'10'E parallelith the ratline li �3g j p of said NWY�adisan.af 30.00fcet to the south rigNalm�y lin<of]sbon A.cnuq then =mminuing � //�q �tf 500'0.9'ID'Eadisun =oI2S5.W(enuo the True p0inl o(eeginnine tbenc continuing SOP0.S'10'E.a 0� –(( Eisun. of 10.00 free tha. NST32'30'E ouallel.ith said Jadoon A�cnue, a distan. of 425.00 fc:; thence NOD Ilslo' W. parallel.ith mid east line, 6550 feet; then= NS9i230'E a ditun. of 123.W tent to the uvr line of Bo.d'oh Road, mid line being 30.00 feet , nn of the wst line of mid NW-I.: thence S00'OS'10 - F along mid. 1 line, a disc an. of 93-N (net to a point 1,021.00 0n south of the N1116 center sa mrasureA along the rcann -south ee.,n line of mid Section 9; thence S39'3'_'50'W, a disun. of 229.50 fenp thence SOOTSI PE a divan. of 125.00 f.e then,e NMZ'50'E a disu nee of 22930 feet to mid .es, Ii n4 thence S00'OS'10'E. alone said line, I St. IS fat to the south line Of said N MI.; thence 53535'a6' W. al.nS mid south line, a distance of 455.23 fat to the ,11th —to line 0 hlomgomery Drimc then. N59T6'34' W, along mid line, a dusan. Of 329.96 (m m a point hith bean S5G'53'26'W, from the True point of Becinning then. N50'53' 26 'E, a dislanee of 145.05 feet to the True Point of Besinning. ASSESSORS PARCEL A'O: 4KC 290:5 /3 L ' e a. � USE Unde eloprd ADDRESS: Unkno•'n GE.YERAL FA CILITIES CHARGE The actual G enera l Facilities O arge payable shall O that amouv.hieb is appli.ble as mablithed by County Ordimn....nn,ndcd orrwiInd. �.L 4? C Exhibit E 60,14 vat. t) 4 21pacE 14 7 4 ATTACi{h1EN7'A 5' LEGA DESCNPTl0.V: A portion of the NB of the SW'/. Ili nS northerly of hlantgomery Dme, t hcma. 9. a �il_O Tv.mhip 25 North, Range "East. \VA, Spokane Cuu. y, WashinSton 7 ` / x 139/ ASSESSORS PARCEL SO-- 45095.9059 USE: Unde,clopm ADDRESS: Unknown GENERAL FA ClUrlES CHARGE The acuai GenmlFacilities CharSc papble shall be that amount which is applicablc as esubiishcd by County Ordimma, as amcndcd or ro$rG. Exhibit 0 Z/;V6 2 a� 9 v d a R vot. l 34 2 1475 ATTACHh1ET7'A - LEGAL DESCRIPTION: The \VR.of3locks 5 and 9, Ftccooftllcirsl c ktidition f Sect ion 9, Township 214onh, Range al Fast. W.NS., pobne unp, 'ssbingmn. ASSESSOR S PARCEL N'0_ 45094.0509 USE Undaelaped .ADDRESS: 11501 E Mantfcid Ave. Spokane,WA 99205 GEh'ERlL F.4Cf7JTIE5 CIURGE mount applicable as Ch- +blshcd by COVnty t hat Oadm.ma, u amendcal or mise6 Exhibit C z ! L� it may 9210010(121 vw-e nonep RIGHT OF WAY EAS yn � for valuable consider' on and mutual benefits received do hereby grant_ convey_ and warrant to THE WASHINGTON WATER POWER COMPANY, a coroorafron, Its successors and assigns. the right to erect, construct, reconstruct and maintain an electric distribution line consisting of wires, poles and associated Fi xtures, Ip be located ever. under, along and acro ) a the Wlnwing docribed property in .Sookene County. State of tuwih For legal description: See F.xh lblc A ihrnu ph II 9 -VI3 x13 d 4 u.� 138 il -3 Do. 6211 uqy/ 13 w/ j electric lines, poles, anchors and associated structures shall be determined by G ran t or and Grantee. Grantor, prior to the installation of such facilities, shall convey to Grantee a se easement more particularly describing the agreed -upon location thereof. LEGAL DESCRIPTION: ATTACHMENT'A.3' That portion of the SS of the S'd of the NSVV. df S,�•n o, Tn =n >�NO iJJt,Aangc9AFaiL�V -A!.. darribrd as follows: Bcein at the mmedine intusectwe of Bovd'uh Road and Jackson Away[: thence 53."32:30 "W. along the rent<rline ofbavn M<nugadiianm of 530.00 (eegtncn¢SOC'03'10'm panlla!•i1h1hc.1Iincof said NWV., a distance or 30.30 feat to be south rightaf -•vy line of Jackson Avenue and the Trvc Point of Beginning; then¢ consuming SWM 10'E. a disunm of 295.00 free therm N5o•.- N E Pa: a:;c1 •ith said Jackson Avenue, a distanexof 4D.W feat; thence NO '10'W, parallel with said cast line, 295.00 feet to the with line of said Jackson Avenue; thence SS432'O* W, a distance of 4'3.00 feet m the Tt se Point of Beginning. ASSESSORT PARCEL A'O. 45092.9055 USE North Valley Business Park- 5 Units Comm. (Proposed) ADDRESS: Unkno.a GENERAL FACILITIES CRARGE: together with the right, to Inspect said line and b trim or remove brush and bees that tray interfere with the ( 1 constrvdien, maintenance and safe operation of the same. Witness mv hand—._Ihis 15 day, nay .19 � / ..n I .�..vr -c i " 1��s5ttlM PUa IIG a ' I '1 xg... STATE OF eaaln 1 �l s. COUNTY OF Snakanc J On this day personally appeared before m< Ted GunnJ+ II� to me known to be the irdividual(s) dexribed in and who <secvted the within and foregoing instrument, and acknowledged that _ he _ signed the same as his free and voluntary act and deed. for the uses and 'l Nrposes therein mentioned. III Given order my hand and olfe:ial se al this 150t day of Nay .19 9 2 - J / ' 'NOTARY IL&lC nw.d In lM Vned I, S 2,473 Per mnu time 2 mnen m 54.956 mtal Exhibit A > v ZJ =11 m. 1 —s n - 4b: I tl 1 1 ATTACIINLENT'A41' LEGAL D£SCRIPTIO.V. The east l acre of that in NEV- ponion the of the SWV,, lying south or the north 433.5 feet and north of the Sl Railway rightuf.vaq Section 9,Trnmhio :S North Ranee ai Ea R'. N., Spokane Count, Washington. b V I � /s ASSESSORSPAFCELNO; 45091.9018 y USE: Vndumloped ADDRESS: 2201 N. M-dish RS Spokane, WA 99205 GENERAL FACILITIES CIURGE: The actual General Facilities Charge payable shall be that amount Which is appliable as established by County Ordinansn, as amended or revised. Exhibit 8 3-10 YOL. 1.34 2PAGE a ! 1 AI ACIIMENT *A-4' LEGAL DESCWPTiON: _Y' rl J Aponion of (be N45 of the Tying northerly cfthe railroad High Vf.way and southwesterly of Mon rgomery Drive: EX CEPT the warl,9nOfm; AND EXCEPT the r,. one acre, ling our h ofrhe X 1 390 north 433.5 feet: AND EXCEPT the roa Section 9, Township 25 No rth, Rangc 4 East, : K M" spobnc Counry, Washingwn. ASSESSORS PARCEL NO- 45093.WiO J j 9De� USE: Undeveloped ] ADDRESS: Unknown GE.VERL FACILITIES CIWG@ - Theacmal General Facilities Charge payable shall be that amount which is applicable as established by County Ordinance, as amended or rnisrd. Exhibit A �P� 3 ? wwrtr tR...sw.i' -�,� 9210010020 39 F IGHT OF WAY EASEMENT y , � // � — _ XK ShuSbYY. YIXYxFKYM' KrY , YXSr \x'bCX %J�C.Y.YYKYLYJF� t � p �lY Ted Gunning. O of H. B. O VGL. � ' 14 21 CG't .L a V 8 for valuable camideralon and mutual benefits received do z hereby grant_ convey_ .ad warrant to THE WASHINGTON WATER POWER COMPANY, a eca raafnn, its successors and assigns, the right to enact, construct, reconstruct and maintain an electric distribu(un line consisting of wires, poke and associated D.tures, to be located ove,, under. along and across the following described property in Cou at y. Sl ate of / to- d: For lo-1 d t i See E I ibl[ A b n caw as / 7 r— rv_T... - '' �Ay' PROVIDED, 110WEVER, that it Is undersmod and .Freed that the cx.ct location of electric lines, poles, anchors and associated structures shall be determined by, Grantor and Grantee. Grantor, prior to the installs "on of such facilities, shall convey to Grantee a separate easement more particularly describing the agreed -upon location thereof. i' "'7'fk't 'i TING BBiif together with the right, to inspect said line and to trim or remove brash and bees that may interfere with the Construction, maintenance and safe operation of the same. Witness t -x hand This d f 19 r.1_ ' X11 Ba7 TIS c, " Pow STATEOF Washington ) u. COUNN OF Spa one � On this day personally appeared before me Ted running, owner of if. o. Development to me known to be the individual(.) described in and who executed the within and foregoing instrument, and acknowledged that _ he _ signed the same as his free and voluntary act and deed, for the uses and purposes Iherem mentioned. Given under m hard and olfidal seal this 15 ch day of M ay 4 92 Gp ^:!O•.:EtR xPaNY IT :TON 99]]0 NOTARY PUmJC inaNbrty gw.A W..n'nn (SEAL) "w-:r . S1.:::,, j .rwk, g YOL. 1.34 2PAGE a ! 1 AI ACIIMENT *A-4' LEGAL DESCWPTiON: _Y' rl J Aponion of (be N45 of the Tying northerly cfthe railroad High Vf.way and southwesterly of Mon rgomery Drive: EX CEPT the warl,9nOfm; AND EXCEPT the r,. one acre, ling our h ofrhe X 1 390 north 433.5 feet: AND EXCEPT the roa Section 9, Township 25 No rth, Rangc 4 East, : K M" spobnc Counry, Washingwn. ASSESSORS PARCEL NO- 45093.WiO J j 9De� USE: Undeveloped ] ADDRESS: Unknown GE.VERL FACILITIES CIWG@ - Theacmal General Facilities Charge payable shall be that amount which is applicable as established by County Ordinance, as amended or rnisrd. Exhibit A �P� 3 - Y S P O K A N E DIVISION OF ENGINEERING AND ROADS September 24, 2001 Source Capital Corporation 8817 E. Mission Spokane, WA 99212 O U N T Y A DIVISION OF THE PUBLIC WORKS DEPARTMENT Re: Release In -Full Letter of Credit No. T.G. 93 -2 Principal: Northwood Properties, Inc. Project: Montgomery Drive (BSP -32) Dear Surety Agent: In reviewing our old bond files we came across this 1993 bond with no record of this bond ever having been collected or fully released by Spokane County. Our last file record indicates a residual amount of $18,200 was being held until March 10; 1996. A site visit revealed that the road improvements were fully completed at some time in the past. Should this instrument still be in- force, you are authorized to release any residual funds in -full, effective immediately. The County Engineers have no further requirements in this matter. Please contact Gary Nyberg at (509)477 -7257 if you have questions. Sincerely, John Hohman, P.E. Development Services Engineer gwn/g:BSP- 32:bondrelea .doc 1026 W. Broadway Ave. • Spokane, WA 99260 -0170 • (509) 477 -3600 FAX: (509) 477 -7655 (2nd Floor) 477 -7478 (3rd Floor) • TDD: (509) 477 -7133 DEVELOPER BOND REVIEW FORM Project Name: Project Number: Location: Wjo� >c�ovn�� C �1nu =�o.y �o y3a��v+s{} Original Bond Amount: 1 ACO Original Bond Date: _ 3/ib /g4 Bond Balance: 1$ .1 200 to /oi /q+ REVIEW Last Review Date or Punch List Date: Work Remaining to be Completed: Reviewed by: Findings: �feirce cio .1: Release Bond By: tW04 5> 44e Action Taken (Circle Ac ' n Date: , � �m 6 F�3 r- sL� H 2. Reduce Bond 3. Continue Bond Date: Y��/ Release Bo if ett( /W/ t oMD 7 2. Reduce Bond Letter 3. Continue Bond 4. None Date: r zy FOLLOW UP Follow up Scheduled: Comments: Files Updated Comments: Date: By: Files Updated Comments: Date: By: Files Updated Comments: Date: By: Files Updated Comments: Date: By: Files Updated Comments: Date: By: Sour le Capital Corporation March 3, 1995 David A. Berto Plat Compliance Surveyor Spokane County Engineer's Office 1026 W. Broadway Avenue Spokane, WA 99260 -0170 Re: B.S.P. Northwood Properties Inc. Dear Mr. Berto, Ell MAR 0 6 1995 u '• = uviNTY Uiu01 11 Pursuant to our telephone conversation earlier this week, please be advised that Source Capital's Letter of Credit #T.B. 93 -2 has been extended until March 10, 1996. The current amount is $18,200.00. If you have any questions, please contact our office. Very truly yo rs, es L. Kirschbaum Executive Vice President `Your Financing Alternative" Source Capital Corporation Business Financing • Since 1969 East 9016 Indiana, Suite 200 • Argonne & I -90 • Spokane, Washington 99212 Phone: (509) 928 -0908 • FAX: (509) 928 -0663 -�. Sourfe Capital q Corporation "Your Financing Alternative" — October 24, 1994 Mr. Ronald C. Hormann, P.E. Spokane County Engineer North 311 Jefferson Spokane, Wa 99260 Attn: Dave A. Berto Dear Mr. Hormann, RECEIVED 0 C T 2 6 1,994 SPOKANE COUNTY ENGINEER With regard to the letter you sent to Source Capital Corporation dated October 7, 1994, this is to advise you the Letter of Credit #T -G. 93 -2 dated March 10, 1993, will expire on March 10, 1995. The amount of the letter has been reduced to $18,200. Please call if you have any questions. yecutive re , L. Kirschbaum Vice President JLKjdr Source Capital Corporation Business Financing • Since 1969 East 9016 Indiana, Suite 200 • Argonne & I -90 • Spokane, Washington 99212 Phone: (509) 928 -0908 • FAX: (509) 928 -0663 Source Capital Co rporation "Your Financing Alternative" August 25, 1994 RECEIVED Ronald C. Hormann, P.E. Spokane County Engineer W. 1026 Broadway Avenue Spokane, Wa 99260 -0170 AUG 2 9 1994 SPOKANE COUNTY ENGINEER Re: B.S.P. 32 Northwood Properties Inc. Dear Mr. Hormann, This letter is to advise you that the Letter of Credit Source Capital Corporation issued March 12, 1993 in the amount of $129,100.00 expired March 12, 1994. We have been requested to release the lot securing this Letter of Credit and intend to do so on August 29, 1994. Sincerely, SOURCE CAPITAL CORPORATION Donna Rutledge Administrative Assistant dr Source Capital Corporation Business Financing • Since 1969 East 9016 Indiana, Suite 200 • Argonne & I -90 • Spokane, Washington 99212 Phone: (509) 928 -0908 • FAX: (509) 928 -0663 Souilbe Capital'''' Corporation "Your Financing Alternative" -------------------------------------------- IRREVOCABLE STANDBY LETTER OF CREDIT -------------------------------------- - - - - -- March 10, 1993 BENEFICIARY: APPLICANT: SPOKANE COUNTY ENGINEERS NORTHWOOD PROPERTIES INC. NORTH 811 JEFFERSON THEODORE G. AND SPOKANE, WA 99260 -0170 DIANE D. GUNNING ATTN: JAMES A. RADKE E. 9616 MONTGOMERY AVENUE SPOKANE, WA 99212 LETTER OF CREDIT NUMBER: T.G. 93 -2 EXPIRY DATE: March 12, 1994 AT: OUR COUNTERS PRESENTLY LOCATED AT EAST 9016 INDIANA AVENUE SUITE 200 SPOKANE, WA. 99216 AMOUNT: $129,100 NOT EXCEEDING U.S. DOLLARS ONE HUNDRED TWENTY NINE THOUSAND AND N01100 DOLLARS ------------------------------------------------------------------ WE HEREBY ISSUE THIS IRREVOCABLE STANDBY LETTER OF CREDIT FOR PLAT LEGALLY DESCRIBED IN EXHIBIT "A" AVAILABLE BY YOUR DRAFT(S) ON US AND ACCOMPANIED BY THE FOLLOWING DOCUMENTS: 1. A SIGNED STATEMENT FROM SPOKANE COUNTY ENGINEER'S OFFICE READING EXACTLY AS FOLLOWS: "I, THE UNDERSIGNED DULY AUTHORIZED REPRESENTATIVE OF SPOKANE COUNTY ENGINEER'S OFFICE, HEREBY CERTIFY THAT THE DRAFT DRAWN UNDER THIS LETTER OF CREDIT REPRESENTS THE AMOUNT OF MONEY REQUIRED TO COMPLETE THE INSTALLATION OF ROADWAY IMPROVEMENTS, INCLUDING GRADING, GRAVEL, PAVING, CURBS, SIDEWALKS, STORM DRAINAGE, DRAINAGE SWALES, MONUMENTS, STREET SIGNS AND /OR OTHER WORK AS IS INCIDENTAL AND RELATED THERETO IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS AS SUBMITTED TO AND APPROVED BY THE SPOKANE COUNTY ENGINEER'S OFFICE ON BINDING SITE PLAN #32 -92. 2. THE ORIGINAL OF THIS LETTER OF CREDIT. THIS PAGE 1 FORMS AN INTEGRAL PART OF CREDIT #T.G. 93 -2 RECEIVED Source Capital Corporation MAR 10 1993 Business Financing • Since 1969 East 9016 Indiana, Suite 200 • Argonne & 1 -90 • Spokane, Washington 99212 Phone: (509) 928 -0908 • FAX: (509) 928 -0663 County Engineering 'G Sour a Capital Corporation "Your Financing Alternative" IRREVOCABLE STANDBY LETTER OF CREDIT March 10, 1993 BENEFICIARY: SPOKANE COUNTY ENGINEE NORTH 811 JEFFERSON SPOKANE, WA 99260 -0170 ATTN: JAMES A. RADKE ----------------------------------- LETTER OF CREDIT NUMBER: T.G. 93 -2 ------------------------- APPLICANT: NORTHWOOD PROPERTIES INC. THEODORE G. AND DIANE D. GUNNING E. 9616 MONTGOMERY AVENUE SPOKANE, WA 99212 EXPIRY DATE: March 12, 1994 AT: OUR COUNTERS PRESENTLY LOCATED AT EAST 9016 INDIANA AVENUE SUITE 200 SPOKANE, WA. 99216 AMOUNT: $129,100 NOT EXCEEDING U.S. DOLLARS ONE HUNDRED TWENTY NINE THOUSAND AND N01100 DOLLARS ------------------------------------------------------------------ WE HEREBY ISSUE THIS IRREVOCABLE STANDBY LETTER OF CREDIT FOR PLAT LEGALLY DESCRIBED IN EXHIBIT "A" AVAILABLE BY YOUR DRAFT(S) ON US AND ACCOMPANIED BY THE FOLLOWING DOCUMENTS: 1. A SIGNED STATEMENT FROM SPOKANE COUNTY ENGINEER'S OFFICE READING EXACTLY AS FOLLOWS: "I, THE UNDERSIGNED DULY AUTHORIZED REPRESENTATIVE OF SPOKANE COUNTY ENGINEER'S OFFICE, HEREBY CERTIFY THAT THE DRAFT DRAWN UNDER THIS LETTER OF CREDIT REPRESENTS THE AMOUNT OF MONEY REQUIRED TO COMPLETE THE INSTALLATION OF ROADWAY IMPROVEMENTS, INCLUDING GRADING, GRAVEL, PAVING, CURBS, SIDEWALKS, STORM DRAINAGE, DRAINAGE SWALES, MONUMENTS, STREET SIGNS AND /OR OTHER WORK AS IS INCIDENTAL AND RELATED THERETO IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS AS SUBMITTED TO AND APPROVED BY THE SPOKANE COUNTY ENGINEER'S OFFICE 2. THE ORIGINAL OF THIS LETTER OF CREDIT. THIS PAGE 1 FORMS AN INTEGRAL PART OF CREDIT #T.G. 93 -2 Source Capital Corporation Business Financing • Since 1969 East 9016 Indiana, Suite 200 • Argonne & I -90 • Spokane, Washington 99212 Phone: (509) 928 -0908 • FAX: (509) 928 -0663 SPECIAL CONDITIONS: 1. ANY AND ALL BANKING CHARGES OTHER THAN THOSE OF THE ISSUING INSTITUTION ARE FOR THE ACCOUNT OF THE BENEFICIARY. 2. IT IS A CONDITION OF THIS LETTER OF CREDIT THAT IT SHALL BE AUTOMATICALLY EXTENDED, WITHOUT AMENDMENT, FOR AN ADDITIONAL PERIOD OF ONE YEAR FROM THE PRESENT EXPIRATION DATE OR EACH FUTURE EXPIRATION DATE, UNLESS WE HAVE NOTIFIED YOU IN WRITING NOT LESS THAN THIRTY (30) DAYS BEFORE SUCH EXPIRATION DATE, THAT WE ELECT NOT TO RENEW THIS LETTER OF CREDIT. ALL WRITTEN NOTIFICATION SHALL BE SENT VIA REGISTERED MAIL. ------------------------------------------------------------------ DRAFTS DRAWN UNDER THIS CREDIT MUST BEAR THE CLAUSE: "DRAWN UNDER SOURCE CAPITAL CORPORATION LETTER OF CREDIT T.G. 93 - 2 " THIS CREDIT IS SUBJECT TO THE "UNIFORM CUSTOMS AND PRACTICE FOR DOCUMENTARY CREDITS" (1983 REVISION) INTERNATIONAL CHAMBER OF COMMERCE PUBLICATION NO 400. WE HEREBY ENGAGE WITH YOU THAT DRAFT(S) DRAWN AND /OR DOCUMENTS PRESENTED AND NEGOTIATED UNDER AND IN COMPLIANCE WITH THE TERMS OF THIS IRREVOCABLE STANDBY LETTER OF CREDIT WILL BE DULY HONORED UPON PRESENTATION TO US. THE AMOUNT OF EACH DRAWING MUST BE ENDORSED ON THE REVERSE OF THIS CREDIT BY THE NEGOTIATING INSTITUTION. A CHARGE OF USD25.00 WILL BE DEDUCTED FROM THE PROCEEDS OF ANY DRAWING PRESENTED WITH DISCREPANCIES. SOURCE CAPITAL CORPORATION 4� ALVIN J. WOLFF, PRESIDENT THIS PAGE 2 FORMS AN INTEGRAL PART OF CREDIT #T.G. 93 -2. S P O K A N E OFFICE OF THE COUNTY ENGINEER Ronald C. Hormann, P.E., County Engineer January 17, 1995 Metro Engineering East 9616 Montgomery Spokane, WA 99206 Att: Jerry Storhaug, P.E. ILE (: O U N T Y A DNISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director Re: BSP #32: Mansfield /Montgomery Ave. Sewer Dear Jerry, I am enclosing copies of my letter dated December 31, 1991 and my letter dated July 19, 1994 regarding the above project. Greg Gunning contacted me this past fall and indicated that all the items on my July 19, 1994 letter had been repaired with the exception of the Mansfield Avenue paving. - On -site inspection of these items have shown that they have been satisfactorily repaired. However, during the on -site inspection, the following manhole items were noted: - Manhole 115/23.9 has 29 inches of adjustment section and the manhole cover is situated in the gutter line of the road. This situation must be corrected. -- Manhole #3 and #4 on the Mansfield Avenue Project, and Manhole #2 and #3 on the Montgomery Drive Project were found to not comply with County Standards for adjustment section length. Prior to Construction Division acceptance of the sewer system, the above manhole items need to be repaired; the section of temporary asphalt patch along Mansfield Avenue needs to be removed, the manholes adjusted, and the patch replaced with an acceptable asphalt pavement; and finally, the section of pipe underneath Mansfield needs to be Wed to determine cleanliness. It has been close to 3 +1/2 years since Mansfield Avenue was tom up and the "temporary patch" was placed. The quality of construction of the system will not be accepted until repairs are made and an acceptable pavement is in place. Thank you for your efforts at working toward the completion of this project. Sincerelyn J ariles A. Radke, P. E. Assistant Construction Engineer 1026 W. Broadway Ave. • Spokane, WA 99260 -0170 • (509) 456 -3600 FAX: (509) 324 -3478 TDD: (509) 324 -3166 } P O K A N "E =t- O U N T Y OF TG OF THE COUNTY ENGW= it A DNLfON OFTFiE' 311C WORKS DE'ARTMENT Ronaid C. Hormann, P.E. County fingineer De.=^ M. Scott, P.E., Director ,CeIltber 31, 1991 irthwocd Properties 9616 Montgomery iokane, WP_ 99206 ;t Ted Gunning - Montgomery Drive Sewer,_Mansfield Ave. Sewer, Timothy Apt. Sewer Dear Mr. Gunning; Prior to Construction Division release of the abcve sewer lines for the purpose Of service connection hook -up, the following items must be corrected. 1, From M.H. #115.0/22.7 to M.H. X114.5/22.8: poor Wipe /channel alignment at M.H. #11 4.5/22.8: Re -alien pipe and /or modify channel to improve flow conditions. ~` 2. From M.H. #120. ?/23.8 to M.H. 1 119.3/23.6: combination of flat M ` pipe, and poor pipe /channel alignment: repair pipe and /or modify channel to improve flow conditions. 3. From M.H. #115/21.8.. to M.H. #114.9/21.5 to M.H. x115.0/21.9: remove dirt 5' upstream from M.H. x11= .9/21.5 4. From M.H. #114.9/21.5 to M.H. #115.0/21.9: remove dirt 3 = downstream of M.H. 7r also --move dirt 6' upstream of M.H. #115.0/21.9. , .;Upon completion of the above repairs, please contact the Construction Division at 456 -3600 in order to request television inspection of the affected lines. Finally, please note that the above release is for the purpose of allowing service connection hook -up only. Final construction acceptance will occur after pavement replacement and final punch list items are satisfactorily completed. This will require additional television, inspection under paved Portions of the Mansfield Ave. sewer. Sincerely, "ames A. Radke A ssistant Construction JAR:ds Engineer 5 P O K A N E OFFICE of THE CouN Y ENGvm Ronald C. Hormann, P.E., County Engineer July 19, 1994 Northwood Properties East 9616 Montgomery Spokane, WA 99206 Att: Ted Gunning O U N T Y A DMSION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director Re: Montgomery Drive Sewer, Mansfield Avenue Sewer, and BSP #32 Sewer. Dear Ted, I am enclosing a copy of my original letter dated December 31, 1991 concerning the Montgomery Drive and Mansfield Avenue sewer lines. I am also enclosing a map depicting the sewer system in the Mansfield /MontgomeryBowdish area. Prior to Construction Division acceptance of the sewer lines depicted on the map, the following items must be resolved: Item #1 from my December 31, 1991 letter: Poor pipe/channel alignment at M.H. #114.5/22.8: . Re -align pipe and/or modify channel to improve flow conditions. Item #2 from my December 31, 1991 letter:. Combination of flat pipe and poor pipe/channel alignment at 119.3/23.6: Repair pipe and/or modify channel to improve flow conditions. — Mansfield Avenue Paving: It is my understanding that the paving placed in the fall of 1991 along Mansfield was a temporary patch. It has never been removed and replaced with a permanent repair. — The June 1994 TVing of the extension to the north along bowdish showed a poor pipe /manhole connection where the pipe enters manhole #115.0/22.7. Smooth connection by grinding & grouting where pipe enters manhole. I hope this answers any questions there may be regarding the acceptance of the above sewer lines. I wish to accept the above lines as soon as possible. Upon completion of the repairs, please contact the Construction Division at 456 -3600 or 456 -3606 to arrange for the repairs to be inspected. Sincerely / l ( /Jo ames A. Radke Assistant Construction Engineer 1026 W. Broadwav Ave. • Spokane, WA 99260 -0170 • (509) 456 -3600 FAX (509)324-3478 TDD: (509) 324 -3166 : � � - 1� CDP 1< �. 1%4 IF— OFFICE OF THE COUNTY ENGINEER ^ Ronald C. Hormann, P.E., County Engineer (D 1LJ�_r 'y A DWISmmOFTHE PumWnRKsDEPARTmENT Dennis M. Scott, P�,Director October 7 1994 Source Capita! Corporation East 9016 lndiana Ave Suite 200 Spakane 9920i RE: B.S.P. Northwood PruPerties inc. Dear Sir or Nadan; ?lease be advised tnat one �etTsr of Creurt V T. G. 92-2 issued cy your company as surety for inszallations sf roads an associated drainage facilities for the acave merziuneg plat, datpd March 10, 1993, in the current awsxnt of t! iQ,50N,00 may new 12 reduced to $19,200,00 (eighteen thousand two hundred U.S. dollars) . If you have any questions, feel free to call our office Very truly yaurs, Ronald C. Hormaor, P.E. Spokane County Enginepr ooc��1-4 David A. Berto Plat Compliance Surveyor l026YK Broadway Ave. ^ Spokane, \@A9Y260'0l70^(509)456'3600 FAX: (509324'478 TDD:(509)324'3166 2nd BOND REDUCTION PROJECT BSPI -32 NAME DAVE BERTO DATE 07- Oct -94 ------------------------------------------------------------------------------- DRAINAGE ITEMS UNITS GUANITY PRICE COST 1 ) Dr•ywe l l - Type A @ 10% EA 0.1 1250.00 125.00 2) Drywell - Type B @ 30% EA 1.5 1573.00 2059.50 3) Grate - Type 1 EA 325.00 0.00 4) Grate Type c @ 30% EA 1.5 330.00 495.00 5) Grate - Type 3 @ 10% EA 0.1 320.00 32.00 6) Backfill For DW @ 30% CY 69 14.90 1028.10 7) Concrete Inlet EA 675.00 0.00 8) C.M. Pipe 10" Dia. LF 21.30 0.00 9) C.M. Pipe 12" Dia. LF 25.90 0.00 10) C.M. Pipe 15" Dia. LF 32.00 0.00 11) C.M. Pipe 18" Dia. LF 28.80 0.00 12) Precast Manhole EA 1435.00 0.00 13) Solid lid EA 300.00 0.00 14) Ditch Excavation @ 100% CY 17 10.00 170.00 15) Sod @ 100% SF 900 0.70 630.00 --------------------------------------------------------------------------------- NON STANDARD DRAINAGE ITEMS ------------------------------------------------------------------------------- 1) Remove 90 Feet of Curb & Sidewalk @ 10% LS 100.00 P) 0.00 3 ) 0.00 4 ) 0.00 5 ) 0.00 6 ) 0.00 --------------------------------------------------------------------------------- DRAINAGE SUBTOTAL 4939.60 -------------------------------------------------------------------------------- 16) Monuments @ 100% EA 5 160.00 800.00 17) Barricade LF 30.00 0.00 18) Street Signs @ 100% EA 1 75.00 75.00 -------------------------------------------------------------------------------- OTHER SUBTOTAL 875.00 ------------------------------------------------------------------------------- GRADING, SURFACING, CURB, AND SIDEWALK 19) Rough Grade @ 10% CY 225.22 10.00 2252.20 20) Top Course @ 10% CY 222.01 10.60 2353.31 21) Base Course CY 10.60 0.00 22) Asphalt Concrete @ 10% Tons 99.52 44.50 4428.64 23) Curb Type A f_+ 10% LF 280.48 6.50 1823.12 24) Curb Type B LF 7.90 0.00 25) Curb Type R LF 7.60 0.00 26) Sidewalk @ 10% SG YD 90.22 16.20 1461.56 ------------------------------------------------------------------------------- NON- STANDARD ROAD ITEMS -------------------------------------------------------------------------------- 1) 0.00 2 ) 0.00 3 ) 0.00 4 ) 0.00 GRADING AND SURFACING 12318.83 dd GRAND TOTAL + - 133.43 OFFICE OF COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Date � / /� n , 4 19� Inter- office Communication Form 327 -C.R. NON STANDARD DRAINAGE ITEMS ------------------------------------------- r11 Remove O Feet Of Curt J wvwaP1 ':2 '. �i. 00. 4) Si ------------------------------------------------------------ DRAINAGE SUBTOTAL ----------- - - - - -- ----------------------------------------- !S0 Monuments @ 100 /d0 Bar' i _ade 13) Street figns 1 100",' --------------------------------------- GRADING. SURFACING, CURB. AND SIDEWPW -) Rough grade @ 707. /b ; Sale Course 22) Psohalt Concret ;p 100% /0 :.4 Carl Tope B. _°) C url Tyce R 16) Sidewalk @ 30% /0 ,Ao ------------------------------------- NON- STANDARD ROAD 171AS ----------------- -------------- - - - - -- 4i Quit. 00 0. 00 . 2113 0.00 i 0 .A0 9947. _10 'cis 5 '.6 . 00 300. AID _.A _ 71.00 1ST BOND REDUCTION SUBTOTAL ---------=--------------------------------------------------------------------- ^'ROJECT 0SR - 32 CY 1W6. NAME DAVE BERTO DATE 13- !Dec -93 ------------------------------------------------------------------------------- DRAINAGE 1TENS CY UNITS Q. UAN17'' P RICE COST :) Dr vwe i i - Type A 1c 100% /O / aA 1 1250. 00 1250.00 ) 1 - Drywe • 1 Type a :q 6V7': o 3J / A :9. Oki ter - L)UI _ .. }li7 47. , . k . 3) Grate - Tvoe 1 ------------------------------------- EA 0, Oct 125.00 0.00 4) Grate Trice 2 @ 60% 3 to EA 3 330. 90. 00 5) Grate - Type ti :0 10'- ------------------------------------- GRADING AND SURFACING Q3614. W -A 0. 1 320.00 32.00 6) Bac!kfil'_ For OW @ 60% 3 CY ,'.g 14.90 ;_E&2 7) Concrete inlet EA 675.00 0.00 ey C. M. Pipe 10 Dia. L 7 2 1.20 0.00 '?) C. ripe 12" Did. 'L7 2 5. 90 0.014) 10) C. M. Pine 5" Dia. LF 32.00 0.00 1) C. M. Pipe 13" Dia. _= 28.80 0. 00 12) Precast Manhole W 1425. 0. {OII 13) Solid '_id ''EA 300.00 0.00 11) Ditch Excavation im 100% /0 � W _. to. 00 170. 10 15) ------------------------------------------------ Soo @ 100% /0D O F 900 ---- ----- -- 0.70 ----- --- ----- S . Able - - - - - -- NON STANDARD DRAINAGE ITEMS ------------------------------------------- r11 Remove O Feet Of Curt J wvwaP1 ':2 '. �i. 00. 4) Si ------------------------------------------------------------ DRAINAGE SUBTOTAL ----------- - - - - -- ----------------------------------------- !S0 Monuments @ 100 /d0 Bar' i _ade 13) Street figns 1 100",' --------------------------------------- GRADING. SURFACING, CURB. AND SIDEWPW -) Rough grade @ 707. /b ; Sale Course 22) Psohalt Concret ;p 100% /0 :.4 Carl Tope B. _°) C url Tyce R 16) Sidewalk @ 30% /0 ,Ao ------------------------------------- NON- STANDARD ROAD 171AS ----------------- -------------- - - - - -- 4i Quit. 00 0. 00 . 2113 0.00 i 0 .A0 9947. _10 'cis 5 '.6 . 00 300. AID _.A _ 71.00 75. 00 •ETHER SUBTOTAL 877. CY 1W6. 10.0 ..�.7J'. . 40 q 20 --1 _ 10.10 235 3. CY 10.60 1.00 Tons 995.2 44.50 44236. 01 41 L 7 7. 60 :9. Oki ?G! YD ------------------------------------- 4_'. 1 _6. 20 7307.32 ------------------------------------- 0, Oct 0. OI 0. 0P� 0. 'Act ------------------------------------- GRADING AND SURFACING Q3614. W ------------------------------------- ,- GRAND TOTAL 114j476.72 �s -7 Source Capital Co rporation "Your Financing Alternative" Mr. Ronald C. Hormann, P.E. Spokane County Engineer North 811 Jefferson Spokane, WA 99260 Attn: Dave A Berto Dear Mr. Hormann, August 30, 1994 RECEIVED AUG 3 1 1994 SpOKANE COUNTY ENGINEER With regard to the letter sent you by Donna Rutledge with Source Capital Corporation, dated August 25, 1994, this is to advise you the letter of credit #T -G. 93 -2 dated March 10, 1993, is still in effect until March 10, 1995. The amount of the letter has been reduced to $114,500 as per your letter dated December 13, 1993. Ms. Rutledge was notifying you of one lot we have released under our agreement with Northwood Properties, Inc. Please call me if you have any questions. SOURCE CAPITAL CORPORATION Steven A. Jos ck Commercial Loan Manager Source Capital Corporation Business Financing • Since 1969 East 9016 Indiana, Suite 200 • Argonne & I -90 • Spokane, Washington 99212 Phone: (509) 928 -0908 • FAX (509) 928.0663 i �• S P O K A N E OFFICE OF THE COUNTY ENGINEER Ronald C. Hormann, P.E., County Engineer O U N T Y A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director December 13, 1993 Source Capital Corporation Ea st 9016 Indiana Ave Suite 200 SOokann.wa. 99216 RE; B.S.P. 32 Northwood Properties Inc. Dear Sir or Madam Please be advised that the Letter Of Credit 4 T. G. 93 -2 issued by your company as surety for installations of roads and associated drainage facilities for the above mentioned plat, dated March 116, 1993 in the current amount of 029 may now be reduced to $114,500.00 (one hundred fourteen thousand five hundred U.S. dollars). If you have any questions, feel free to call our office Very truly yours., Ronald C. Hormann, P.E. Spokane County Engineer David A. Berta Plat Compliance Surveyor W. 1026 Broadway Ave. Spokane, WA 99260 -0170 (509) 456 -3600 FAX (509) 456 -4715 1ST BOND REDUCTION PROJECT BSP -32 NAME DAVE BERTO DATE 13- Dec -93 ------------------------------------------------------------------------------- DRAINAGE ITEMS UNITS OUANITY F'RICE COST 1) Drywell - Type A @ 100% EA 1 1250.00 1250.00 2) Drywell - Type B @ 60% EA 3 1573.00 4719.00 3) Grate - Type 1 EA 325.00 0.00 4> Grate Type 2 @ 60% ER 330.00 990.00 5) Grate - Type 3 @ 10% EA 0.1 320.00 32.00 6) Backfill For DW @ 60% CY 138 14.90 2056.20 7) Concrete Inlet EA 675.00 0.00 8) C.M. pipe 10" Dia. LF 21.30 0.00 9) C.M. Pipe 12" Dia. LF 25.90 0.00 10) C.M. Pipe 15" Dia. LF 32.00 0.00 11) C.M. Pipe 18" Dia. LF 28.80 0.00 12) Precast Manhole EA 1435.00 0.00 13) Solid lid EA 300.00 0.00 14) Ditch Excavation @ 100% CY 17 10.00 170.00 15) Sod @ 100% SF 900 0.70 630.00 ------------------------------------------------------------------------------- NON STANDARD DRAINAGE ITEMS ------------------------------------------------------------------------------- 1) Remove 90 Feet Of Curb & Sidewalk @ 10% LS 100.00 2 ) 0.00 3 ) 0.00 4 ) 0.00 5 ) 0.00 6 ) 0.00 ------------------------------------------------------------------------- DRAINAGE SUBTOTAL - - - - -- 9947.20 --------------------------------------- 16) Monuments @ 100% EA 5 160.00 800.00 17) Barricade LF 32.00 0.00 18) ------------------------------------------------------------------------------- Street Signs @ 100% EA 1 75.00 75.00 OTHER SUBTOTAL 875.00 ------------------------------------------------------------------------------- GRADING, SURFACING, CURB, AND SIDEWALK 19) Rough Grade @ 70% CY 1576.54 10.00 15765.40 20) Top Course @ 100% CY 2220.1 10.60 23533.06 21) Base Course CY 10.60 0.00 22) Asphalt Concrete @ 100% Tons 995. 2 44.50 44286.40 23) Curb Type A @ 70% LF 1963.36 6.50 12761.84 24)' Curb Type B LF 7.90 0.00 25) Curb Type R LF 7.60 0.00 26) Sidewalk @ 50% SO YD 451.1 16.20 7307.82 NON- STANDARD ROAD ITEMS ------------------------------------------------------------------------------- 1) 0.00 2 ) 0.00 3 ) 0.00 4 ) 0.00 ------------------------------------------------------------------------------- GRADING AND SURFACING 103654.52 ------------------------------------------------------------------------------- rJS___ I / -w GRAND TOTAL 114,476.72 OFFICE OF COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Dote j /eq , 192;� Inter - office Form 327 —C.R. BOND ESTIMATE PROJECT BSP DRAINAGE ITEMS 1) Drywell - Type A 2) Drywell - Type B 3) Grate - Type 1 4) Grate Type 2 5) Grate - Type 6) Backfill For DW 7) Concrete Inlet 8) C.M. Pipe 10" Dia. 9) C.M. Pipe 12" Dia. 10) C.M. Pipe 15" Dia. 11) C.M. Pipe 18" Dia. 12) Precast Manhole 13) Solid lid (acs (00 ( 6 /0 6(o 14) Ditch Excavation. /40 15) Sod 1 Q0 NON STANDARD DRAINAGE ITEMS 1) Remove 90 Feet Of Curb & Sidewalk 10 2) 3) 4) 5) 6) NAME DAVE BERTO UNITS GUANITY EA 1 EA 5 EA 7865.00 EA 5 EA 1 CY 230 EA 3427.00 LF 0.00 LF 0.00 LF 0.00 LF 0.00 EA 0.00 EA 0.00 CY 17 SF 900 DATE 15- Mar -93 PRICE COST 1 2 50. 00 12150. 00 1573.00 7865.00 325.00 0.00 30.00 1650.00 320.00 320.00 14.90 3427.00 675.00 0.00 21.30 0.00 25.90 0.00 32.00 0.00 28.80 0.00 1435.00 0.00 300.00 0.00 10.00 170.00 0.70 630.00 --------------------------------- LS 1000.00 0.00 0.00 0.00 0.00 0.00 ----------------- DRAINAGE SUBTOTAL ----------- - - - - -- 16) Monuments 00 17) Barricade 18) Street Signs /GO ------------------------------- - - - - -- -------------------------------------- GRADING, SURFACING, CURB, AND SIDEWALK EA 5 LF EA i ----------------- OTHER,SUBTOTAL ---------- - - - - - -- ------------------ 16312. 00 --------------- - -- 160.00 800.00 32.00 0.00 75.00 75.00 875.00 19) Rough Grade / /G CY 252.2 10.00 22522.00 20) Top Course / 00 CY 2220. 1 10.60 23533.06 21) Base Course CY 10.60 0.00 22) Asphalt Concrete 1.00 Tons 995.2 44.50 44286.40 23) Curb Type A 70 LF 2804.6 6.50 18'231.'20 24) Curb Type B LF 7.90 0.00 25) Curb Type R LF 7.60 0.00 26) ------------------------------------------------------------------------------- Sidewalk 0 SO YD 902.2 16.20 14615.64 NON- STANDARD ROAD ITEMS ------------------------------------------------------------------------------- 1 ) 0.00 2 ) 0.00 3 ) 0.00 4 ) 0.00 ------------------------------------------------------------------------------- GRADING AND SURFACING 123188.30 -- ----- - - - - -- -- - - - -- ------ - --- -- - - - -- -- - - ---- - - - -- - - -- - -- - --- - - -- - -- o5� 1Ztd) 400 -Cno - -- GRAND TOTAL 140,375.30 i i ---------------- PRGJECT BSP -32 DRAINAGE ITEMS .) Drywell - Type A 2) Drywell - Type B 3) Grate - Type 1 4) Grate Type 2 5) Grate - Type 3 6) Backfill For DW 7) Concrete Inlet 8) C.M. Pipe 10" Dia. 9) C.M. Pipe 12" Dia. 10) C.M. Pipe 15" Dia. IQ C.M. Pipe 18" Dia. 12) Pracast Manhole 13) Solid lid 14) Ditch Excavation 15) Sod NON STANDARD DRAINAGE ITEMS I) 2) 2) 4) 5) 6) 1 16) Monuments 17) Barricade 18) Street Signs ---- ---- -- -- - - -- EA 5 160.00 LF 32.00 EA 2 75.00 ---------------------------- OTHER SUBTOTAL ---------------------------------------------------------------- GRADING, SURFACING, CURB, AND SIDEWALK. _t) Rough Grade 20) Top Course 21) Base Course 22) Asphalt Concrete 23) Curb Type A 24) Curb Type B 25) Curb Type R 26) Sidewalk ----------------------------------- NON-STANDARD ROAD ITEMS ----------------------------------- 1) Remove 36 Feet Of Existing Curb 2) Construct Y x 86' Street Gutter 3) 4) BOND ESTIMATE ---------------------------------------------------- NAME DAVE BERTO DATE 23- Dec -92 UNITS GUANITY PRICE COST EA 1 150.00 1250.00 EA 5 1573.00 7865.00 EA 325.00 0.00 EA 5 330.00 1650.00 EA 1 320.00 320.00 CY 230 14.90 3427.00 EA 675.00 0.00 LF 21.30 0.00 LF 25.90 0.00 LF 32.00 0.00 LF 28.80 0.00 EA 1435.00 0.00 EA 300.00 0.00 CY 17 10.00 170.00 SF ------ ----- 900 ----------------- 0.70 630.00 -- - -- --- ----------------- DRAINAGE SUBTOTAL CY 1947.9 CY 959.2 CY Tons 897.3 LF 2393.5 LF LF SG YD -------------------- 1688.5 -------------------- LS LS 10.00 10.60 10.60 44.50 6.50 7.90 7.60 16.20 ------------------ - - -- -- GRADING AND SURFACING -------------- # GRAND TOTAL I AC() IM 0.00 0.00 0.00 0.00 0.00 0.00 15312. 00 800.00 0.00 150.00 950.00 19479. 00 10167.52 0.00 39929.85 15557.75 0.00 0.00 27353. 70 200.00 100.00 0.00 0.00 112787.82 129, 049.82 PROJECT NO,~ BSP-32 PROJECT DESCRIPTlON- ]TREET QUANTITIES DESIGNER- DAVE BERTO DATE- 12/33/92 NAME- BOWDISH LENGTH- 393.41 FT. 0"00 WIDTH- 32.00 FT. BEGINNING STATION 346.5j') ENDING STATION = 740^00 TOP COURSE ONE SIDE ONLY PWIDTH= 20.Q@ EWIDTH= Q.0@ QWIDTH= 12,00 0.00 TERM # 1 : CHOPPED HSPMH|-T CONCRETE : CHOPPED 0.00 FT. CURB TYPE A TERM # 2 : CHOPPED 0.00 FT. PROPOSED SIDEWALK ________________________________________________________________ EXISTING 0.00 ITEM MEASUREMENT QUANTITY ____________________________________________________________________________ SURFACE AREA- 12589.12 S.F. -----------------------------------------`-`----- AREA- 4783,18 S.F. ROADWAY EXCAVATION 1.00 FT. EXCAVATION 466.3 C.Y. CRUSHED SURFACING TOP COURSE 0.50 FT. SURFACING TOP COURSE 233"1 C.Y. CRUSHED SURFACING BASE COURSE m"m@ FT, SURFACING BASE COURSE 0"0 C.Y. ASPHALT CONCRETE 0.17 FT. CONCRETE 159"3 TONS CURB TYPE A EXISTING 0.00 FT. PROPOSED 393"4 FT" SIDEWALK EXISTING ------------------------------------------'---------------------------~^~~~~ 0.00 S.Y. PRDPDRFn 240.4 S.Y. STREET # 2 NAME- BOWDISH EXTRA WALK LENGTH- 28.36 FT. WIDTH- 0.0 0 FT. BEGINNING STATION 318.23 ENDING STATION = 346.59 ONE SIDE ONLY PWIDTH= 0.00 EWIDTH= 0.00 QWIDTH= 0.00 TERM # 1 : CHOPPED TERM # 2 : CHOPPED ITEM MEASUREMENT SURFACE AREA- BEGINNING STATION = 11600^00 0"00 S.F. ROADWAY EXCAVATION ONE SIDE 1.00 FT. CRUSHED SURFACING TOP COURSE 0"00 FT. CRUSHED SURFACING BASE COURSE 0.00 FT" HSPMH|-T CONCRETE : CHOPPED 0.00 FT. CURB TYPE A EXISTING 0.00 FT. PROPOSED SIDEWALK ________________________________________________________________ EXISTING 0.00 S.Y. PROPOSED STREET # 3 NAME- MONTGOMERY DRIVE LENGTH- 423.50 FT. FT, QUANTITY 0"N C. Y. 0.0 C. Y. 0^0 C. Y. @.0 TONS 28^4 FT. 17,3 S. Y. BEGINNING STATION = 11600^00 ENDING STATION = 12023"50 ONE SIDE ONLY PWIDTH= 22,00 EWIDTH= 13^00 QWIDTH= 0.00 INTER # 1 T INCLUDED ISW7DTH = 40.00 SK = 0.00 RAD = 20.00 TERM # 1 : CHOPPED TERM # 2 : CHOPPED ITEM MEASUREMENT QUANTITY -----~^----^~---------------------`- SURFACE -----------------------------------------`-`----- AREA- 4783,18 S.F. ROADWAY EXCAVATION 1.17 FT. 206.7 C.Y. CRUSHED SURFACING TOP COURSE 0.50 FT. 88.6 C.Y. CRUSHED SURFACING BASE COURSE 0.00 FT, 0.0 C.Y. ASPHALT CONCRETE 0.29 FT. 105^9 TONS r11nn rvnF= a FxreTrmr G7. 50 FT. PROPOSED 338,8 FT. NOV— 1 7— 9 3 W WED 1 1 6 , x . , ' . , , 1 2 N Metro Engineering Civil Ensinxrins aiui Project Mnnaganent scNfeer November 17, 1993 Mr. Dave Berto Spokane Engineering Department Message Sent Via Fax Number 324 -3478 RE: Letter of Credit reduction for improvements done as part of BSP 32 -92 Dear Dave: On behalf of Northwood Properties we request that the Spokane Engineering Department reduce the bonding amount for the improvments on the above referenced project. Justification for the reduction is for those improvements that were completed this year. It is my understanding that you'will cordinate inspections of the project for the evaluation of construction costs of improvements that remain to be completed. 11' you have any questions please do not hesitate to call Sincerely, Metro Engineering C �tn�a j Jerry Storhaug, P.E. 9616 U. Momsomory 3lmk411e, Wushing en 99206 Phow 309-924 Fax! 509- 924.4R$4 OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON TO: BILL JOHNS FROM: DAVE BERTO 1 DATE: March 15, 1993 SUBJECT: BOND ITEMS BSP 32 The bond for the above mention project is for the following items: 1) All the items on the approved road and drainage plans. 2) Letter of credit is for $129,100.00 and bond calculation was $140,400.00. This was because original bond amount was estimated from plans that were different from final approved plans 3) Bond reduction will not start until $11,300.00 of work is done and 10% of bond shall be $14,040.00. 4) Plat is being filed. c: \wpdoc \dave \memo \items PROJECT BSP -32 BOND ESTIMATE DRAINAGE ITEMS 1) Drywell - Type A 2) Drywell - Type B 3) Grate - Type 1 4) Grate Type 2 5) Grate - Type 3 6) Backfill For DW 7) Concrete Inlet 8) C.M. Pipe 10" Dia. 9) C.M. Pipe 12" Dia. 10) C.M. Pipe 15" Dia. 11) C.M. Pipe 18" Dia. 12) Precast Manhole 13) Solid lid 14) Ditch Excavation 15) Sod ------------------------------------ NON STANDARD DRAINAGE ITEMS ------------------------------------ 1) Remove 90 Feet Of Curb & Sidewalk 2) 3) 4) 5) 6) -------- --------- ------------- - -- --- ------------------ 16) Monuments 17) Barricade 18) Street Signs ------------ - - -- -- GRADING, SURFACING, CURB, AND SIDEWALK. 19) Rough Grade 20) Top Course 21) Base Course 22) Asphalt Concrete 23) Curb Type A 24) Curb Type B 25) Curb Type R 26) Sidewalk NON- STANDARD ROAD ITEMS 1) 2) 3) 4) ------------------------------------- NAME DAVE BERTO DATE 15- Mar -93 ------------------------------------- UNITS QUANITY PRICE COST EA 1 1250.00 1250.00 EA 5 1573.00 7865.00 EA 325.00 0.00 EA 5 330.00 1650.00 EA 1 320.00 320.00 CY 230 14.90 3427.00 EA 675.00 0.00 LF 21.30 0.00 LF 25.90 0.00 LF 32.00 0.00 LF 28.80 0.00 EA 1435.00 0.00 EA 300.00 0.00 CY 17 10.00 170.00 SF ------------------------------------- 900 0.70 630.00 ------------------------------------- LS 1000.00 0.00 0.00 0.00 0.00 0.00 ------------------------------------- DRAINAGE SUBTOTAL 16312.00 ------------------------------------- EA 5 160.00 800.00 LF 32.00 0.00 EA 1 75.00 75.00 ------------------------------------- OTHER ------------------------------------- SUBTOTAL 875.00 CY 2252.2 10.00 22522.00 CY 2220.1 10.60 23533.06 CY 10.60 0.00 Tons 995.2 44.50 44286.40 LF 2804.8 6.50 18231.20 LF 7.90 0.00 LF 7.60 0.00 SO YD ------------------------------------- 902.2 16.20 14615.64 ------------------------------------- 0. 00 0.00 0.00 0.00 ------------------------------------------------------------------------ GRADING AND SURFACING 123188.30 --------------------------------------------------- - - - - -- -------- - - - - -- j 400 -010 GRAND TOTAL 140, 375. 30 ri ova '64 M STREET QUANTITIES PROJECT NO.- BSP -32 DESIGNER- DAVE BERTO PROJECT DESCRIPTION- STREET # 1 NAME- BOWDISH LENGTH- 642.35 FT. BEGINNING STATION = 346.59 ONE SIDE ONLY PWIDTH= 16.00 EWIDTH= INTER # 1 T INCLUDED ISWIDTH = 38.00 TERM # 1 : CHOPPED TERM # 2 : CHOPPED ITEM SURFACE AREA - ROADWAY EXCAVATION CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE ASPHALT CONCRETE CURB TYPE A EXISTING ---------------------------- - - - - - -- DATE- 3/15/93 WIDTH- 36.00 FT. ENDING STATION = 988.94 0.00 QWIDTH= 20.00 SK = 0.00 RAD = 20.00 MEASUREMENT -------------- 24056. 28 S.F. 1.00 FT. 1.00 FT. 0.00 FT. 0.17 FT. 0.00 FT. PROPOSED QUANTITY 891. 0 C. Y. 891. 0 C. Y. 0. 0 C. Y. 304.4 TONS 627.2 FT. NAME- MONTGOMERY LENGTH- 356.00 FT. WIDTH- 9.00 FT. BEGINNING STATION = 11600.00 ENDING STATION = 11956.00 ONE SIDE ONLY PWIDTH= 22.00 EWIDTH= 13.00 QWIDTH= 0.00 INTER # 1 T INCLUDED ISWIDTH = 40.00 SK = 0.00 RAD = 20.00 TERM # 1 : CHOPPED TERM # 2 : CHOPPED ITEM MEASUREMENT QUANTITY ---------------------------------------------------------------------------- SURFACE AREA- 4175.68 S.F. ROADWAY EXCAVATION 1.17 FT. 180.4 C.Y. CRUSHED SURFACING TOP COURSE 1.00 FT. 154.7 C.Y. CRUSHED SURFACING BASE COURSE 0.00 FT. 0.0 C.Y. ASPHALT CONCRETE 0.29 FT. 92.5 TONS CURB TYPE A EXISTING 0.00 FT. PROPOSED 338.8 FT. SIDEWALK EXISTING --------------------------------------------------------- 12.22 S.Y. PROPOSED 194.8 ----- -------- - - S.Y. - - -- STREET # 3 NAME- MONTGOMERY DRIVE 2 LENGTH- 1140.75 FT. WIDTH- 18.0 0 FT. BEGINNING STATION = 11956.00 ENDING STATION = 13096.75 INTER # 1 T EXCLUDED ISWIDTH = 26.00 SK = 0.00 RAD = 20.00 TERM # 1 : CHOPPED TERM # 2 : CHOPPED ITEM MEASUREMENT SURFACE AREA- 20533.50 S.F. ROADWAY EXCAVATION 1.00 FT. CRUSHED SURFACING TOP COURSE 1.00 FT. CRUSHED SURFACING BASE COURSE 0.00 FT. ASPHALT CONCRETE 0.29 FT. CURB TYPE A EXISTING 1084.00 FT. .RTTIFWRI K EXISTING 662.44 S.Y. QUANTITY 760.5 C. Y. 760.5 C. Y. 0.0 C. Y. 454.7 TONS PROPOSED 1131.5 FT. PROPOSED 691.5 S.Y. Mlm(Zk,E:z! NAME- CARLISLE LANE LENGTH- 55.00 FT. WIDTH- 26.00 FT. BEGINNING STATION = 0.00 ENDING STATION = 55.00 TERM # 1 : CROSS STREET EXCLUDED EW 14.00 PW 22.00 SK 0.00 RAD 20.00 TERM # 2 : CHOPPED ITEM MEASUREMENT PROPOSED PROPOSED QUANTITY SURFACE AREA - ROADWAY EXCAVATION CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE ASPHALT CONCRETE CURB TYPE A EXISTING SIDEWALK EXISTING STREET # 5 338.00 S. F. 1.00 FT. 0.50 FT. 0.00 FT. 0. 17 FT. 0.00 FT. 0.00 ------- S. Y. --- - - - - -- 12.5 C. Y. 6.3 C. Y. 0.0 C. Y. 4.3 TONS 26.0 FT. 15.9 S. Y. NAME- JACKSON AVE LENGTH- 200.00 FT. S.F. WIDTH- 20.00 FT. EXCAVATION BEGINNING STATION = 0.00 ENDING STATION = 200.00 ONE SIDE ONLY PWIDTH= 20.00 EWIDTH= 0.00 QWIDTH= 0.00 TERM # 1 : CROSS STREET EXCLUDED EW 14.00 PW 22.00 SK 0.00 RAD 20.00 TERM # 2 : CHOPPED FT. - - - -- ITEM MEASUREMENT QUANTITY ---------------------------------------------------------------------------- SURFACE AREA- 3160.00 S.F. ROADWAY EXCAVATION 1.00 FT. 117.0 C.Y. CRUSHED SURFACING TOP COURSE 1.00 FT. 117.0 C.Y. CRUSHED SURFACING BASE COURSE 0.00 FT. 0.0 C.Y. ASPHALT CONCRETE 0.17 FT. 40.0 TONS CURB TYPE ---------------------------------------------------------------------- A EXISTING 0.00 FT. PROPOSED 158.0 FT. - - - - -- STREET # 6 NAME- JACKSON 2 LENGTH- 565.30 FT. WIDTH- 15.00 FT. BEGINNING STATION = 0.00 ENDING STATION = 565.30 ONE SIDE ONLY PWIDTH= 20.00 EWIDTH= 10.00 QWIDTH= 5.00 TERM # 1 : CROSS STREET EXCLUDED EW 14.00 PW 22.00 SK 0.00 RAD 20.00 TERM # 2 : CHOPPED ITEM MEASUREMENT SURFACE AREA- 7849.50 S.F. ROADWAY EXCAVATION 1.00 FT. CRUSHED SURFACING TOP COURSE" 1.00 FT. CRUSHED SURFACING BASE COURSE 0.00 FT. ASPHALT CONCRETE 0.17 FT. CURB TYPE A EXISTING ------------------------------------------ 0.00 - FT. - - - -- TOTALS ROADWAY EXCAVATION CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COL ASPHALT CONCRETE CURB TYPE A QUANTITY 290.7 C.Y. 290. 7 C. Y. 0. 0 C. Y. 99.3 TONS PROPOSED 523.3 FT. -------------- - - - - -- 2252. 2 C. Y. 2220. 1 C. Y. 0. 0 C. Y. 995.2 TONS 2804.8 FT. TRANSAMERICA TITLE INSURANCE COMPANY LAUG 1992 North 72 0 Argonne Spokane, Washington 99212 L SigEER Prepared For: Order No.: ME- 167256M NORTHWOOD PROPERTIES Certificate for Filing Proposed: E. 9616 MONTGOMERY BINDING SITE PLAT NO. 32 -92 cc: Simpson Engineer cc: Spokane County Planning Charge: $125.00 Tax: 10.00 Total: $135.00 PLAT CERTIFICATE Effective Date: August 18, 1992 at 8:00 a.m. (continued) Order No.: ME- 167256M Page No.: 2 In the matter of the subdivision to be submitted to Spokane County for approval, this company has examined the records of the Spokane County Auditor's and Clerk's offices, and the office of the Clerk of the United States District Court holding terms in said county. This certificate is made for the purpose herein specified, and is not to be used as a basis for closing any transaction. Liability is limited to the amount paid for this certificate. From such examination, the company hereby certifies the title to the following described land, in said Spokane County, to wit: That portion of the South half of the South half of the Northwest quarter and a portion of the Southwest quarter of Section 9, Township 25 North, Range 44 East, W.M., described as follows: BEGIN at a point which is 641.55 feet North and 20 feet East of the West quarter corner of said Section 9; thence North 89 0 32'30" East, 1870.00 feet along the South right of way line of Jackson Avenue; thence South 00 °00'38" West, 386.46 feet parallel with the West line of Section 9, to the True Point of Beginning; which is also a point on the Southwesterly right of way line of Montgomery Drive; thence continuing South 00 °00'38" West, 256.56 feet to the South line of the Northwest quarter of said Section; thence South 00 0 13'17" East, 662.92 feet parallel with the West line of the Southwest quarter of Section 9, to the Northerly right of way line of the Spokane International Railroad; thence South 80 0 26'13" East, 779.79 feet along said Northerly line to the East line of the Southwest quarter of said Section; thence North 00 °08'33" West, 364.62 feet along said East line to 0 th erly right of way of Montgomery Drive thence North 26 °19'25" Wes 67.9 feet to a point on the Northerly right of way line of Montgom Drive 30.00 feet West of the East line of the Southwest quarter; thence North 00 °08'33" West; 372.11 feet, parallel with the East line of said Southwest quarter to the South line of the Northwest quarter of said Section; thence North 00 °08'10" West 404.22 feet parallel with the East line of said Northwest quarter to a point lying South 00 °08'10" East, 259.50 feet from the centerline of Jackson Avenue; thence South 89 °32'30" West, 125.00 feet parallel with said centerline; thence North 00 °08'10" West, 229.50 feet�8-f the South right of way line of Jackson Avenue; thence South 89 °32'30" West, 612.69 feet to a curve concave to the Southeast having a radius of 335.88 feet; thence Southwesterly through a central angle of 38 °19'39" an arc distance of 224.68 feet to the beginning of a cop and —curve Ea havi a radius of 25.00 feet; thenc ` Southwest theaster through a�cenUral angle 108 °57'29 ", an a ' aeice—o 47.54 feet to the beginning of a reverse curve concave to the Southwest having a radius of 1030.00 feet; thence Southeasterly, along the Northeasterly right of way line of Montgomery Avenue through a central angle of 18 °38'04 ", an arc distance of 334.99 feet; thence south 39 °06'34" East, 50.26 feet; thence South 88 °53'35" West, 76.14 feet to the True Point of Beginning; EXCEPT Montgomery Drive; Dx,:6 Xrr AIR,# Situate in the County of Spokane, State of Washington. I VESTED IN: Order No. Page No.: ME- 167256M 3 JOHN M. SNEAD, III, CHILDRENS' TRUST, dated December - -, 1985; WILLIAM J. LAWSON and CAROL LAWSON, husband and wife; B.R.G.; a Washington General Partnership; NORTH VALLEY BUSINESS PARK - PHASE I, a Washington General Partnership; H B DEVELOPMENT ASSOCIATES, INC., a Washington corporation and NORTHWOOD PROPERTIES INC., a Washington Corporation. EXCEPTIONS: A. Taxes and assessments, if any, no search having been made thereof, as to Parcel No. 45092.9015; 45092,9016; 45092.9042; 45092.9055; 45092.9057; 45093.9018; 45093.9049; 45093.9050. 1. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: HDRTIZOT-3:6 DATED: RECORDED: RECORDING NO.: AFFECTS: Inland Empire Rural Electrification, Inc., a corporation Electric transmission and distribution line together with right to inspect said line and remove brush and trees, along E. side of that part of NE1 /4 of SW1 /4 of Sec. 9, Twp. 25 N., R. 44 E.W.M. August 12, 1938 September 23, 1938 357149A Portion of said premises and other property. 2. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: Inland Empire Rural Electrification, Inc., a corporation PURPOSE: the right to erect, construct, operate, replace, repair, and maintain an electric transmission and distribution line attached to transmission or distribution line poles or structures or system in suitable structural form for the transmission and distribution of electric current for any purpose whatsoever. AREA AFFECTED: Exact location not disclosed of record. DATED: January 10, 1938 RECORDED: September 23, 1938 RECORDING NO.: 357060A AFFECTS: Easterly 30 feet of said premises. (continued) 1 1 e Order No. Page No.: 3 EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: DATED: RECORDED: RECORDING NO.: AFFECTS: ME- 167256M 4 Inland Empire Rural Electrification, Inc., a corporation Electric transmission and distribution line, together with right to inspect said line and re remove brush and trees, along E. side of that part of NE1 /4 of SWl /4 of Sec. 9, Twp. 25 N., R. 44 E.W.M. February 16, 1938 September 23, 1938 357061A Portion of said Premises and other property. 4. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: The Washington Water Power Company PURPOSE: Electric line or lines, together with PURPOSE: right to inspect said lines and remove brush and trees, over, along and across part of NE1 /4 of SW1 /4 of Sec. 9, Twp. 25 N., R. 44 E.W.M. DATED: May 29, 1940 RECORDED: July 26, 1940, Book 489, page 596 RECORDING NO.: 450611A AFFECTS: Portion of said premises and other DATED: property. 5. RIGHT OF WAY EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: The Washington Water Power Company, a corporation PURPOSE: Electric distribution line and telephone system with right to inspect said line and to remove brush and trees AREA AFFECTED: Over, along and across S1 /2 of SW1 /4 of NW1 /4 of Sec. 9, Twp. 25 n. R. 44 EWM, with right of overhang over NW corner thereof DATED: September 9, 1940 RECORDED: September 13, 1940 RECORDING NO.: 457727A (continued) Order No.: ME- 167256M Page No.: 5 6. Reservations contained in deed, Spokane Valley Irrigation District No. 10, Grantor, recorded on May 7, 1959 under Recording No. 621362B, as follows: The Grantor reserves the right to construct, repair and maintain over and across said premises any ditches, flumes, pipelines and electric lines, now existing or hereafter required by the grantor for district service, and the grantor reserves an easement and necessary rights of way thereon and therein for said purposes, which said reservation, however, is limited to the 15 foot strip of land along the exterior boundaries of each of the separate parcels included in said premises as hereinabove described. 7. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: Irvin Water District #6 of Spokane County, Washington, a municipal corporation PURPOSE: Right to construct, maintain and repair underground water pipelines; together with right to excavate and refill ditches for location of said pipeline and right to remove brush and trees. AREA AFFECTED: A 15 ft. easement of E. 30 ft. of NE1 /4 of SW1 /4 of Sec. 9, Twp. 25 N. R. 44 E.W.M. lying Northerly of Spokane & Coeur d'Alene RR right of way; EXCEPT Mansfield Ave. #2112 DATED: October 7, 1976 RECORDED: October 12, 1976 RECORDING NO.: ': 7610120164 AFFECTS: Portion of said premises and other property. An apparent duplicate of said Easement was recorded February 14, 1977 as Document No. 7702140144. i 8. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: The Washington Water Power Company, a corporation PURPOSE: the right to erect, construct, reconstruct and maintain an underground electrical distribution line consisting of wires, and associated fixtures. AREA AFFECTED: Exact location not disclosed of record. DATED: June 5, 1985 RECORDED: June 26, 1985 RECORDING NO.: 8506260134 AFFECTS: Portion of said premises and other property. � Order No.: ME- 167256M Page No.: 6 9. CROSS EASEMENT AND PART WALL AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: North Valley Business Park, Phase I, a Washington General Partnership AND: John M. Snead, III, individually DATED: November 1, 1985 RECORDED: November 7, 1985 RECORDING NO.: 8511070239 REGARDING: Easement, Party Wall, maintenance and costs 10 . NOTICE TO THE PUBLIC AND THE TERMS AND CONDITIONS THEREOF: GIVEN BY: Northwood Properties REGARDING: Agreement to join and participate in the formation of a Road Improvement District or any road improvement project sanctioned by County of Spokane, and not to oppose or protest assessments therefor. DATED: -- RECORDED: June 11, 1985 RECORDING NO.: 8506110301 11. NOTICE TO THE PUBLIC AND THE TERMS AND CONDITIONS THEREOF: GIVEN BY: Northwood Properties, Inc. REGARDING: Agreement to join and participate in the formation of a Road Improvement District or any road improvement project sanctioned by County of Spokane, and not to oppose or protest assessments therefor. DATED: -- RECORDED: June 11, 1985 RECORDING NO.: 8506110302 12. NOTICE TO THE PUBLIC AND THE TERMS AND CONDITIONS THEREOF: GIVEN BY: Undisclosed REGARDING: Restricted Industrial Zoning under Zone change File No. ZE- 23 -89. DATED: Undisclosed RECORDED: September 6, 1989 RECORDING NO.: 8909060182 (continued) i t Order No.: ME- 167256M Page No.: 7 13. TITLE NOTICE AND THE TERMS AND CONDITIONS THEREOF: DATED: RECORDED: RECORDING NO.: September 6, 1989 September 7, 1989 8909070134 14. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: Pacific Northwest Bell Telephone Company, a Washington corporation PURPOSE: Underground communication lines and above ground closures and other appurtenances; with right to keep clear and right of ingress and egress DATED: July 31, 1986 RECORDED: August 27, 1986 RECORDING NO.: 8608270358 15. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: Pacific Northwest Bell Telephone Company, a Washington corporation PURPOSE: Underground communication lines, telephone equipment cabinets and above ground closures and other appurtenances; with right to keep clear and right of ingress and egress and DATED: July 14, 1986 RECORDED: August 27, 1986 RECORDING NO.: 8608270359 16. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: DISCLOSED BY: PURPOSE: AREA AFFECTED: Easement recorded on April 5, 1991 under Recording No. 9104050019 Ingress, egress and utilities Portion of Real Estate Under Search 17. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: DISCLOSED BY: Easement recorded on May 8, 1991 under Recording No. 9105080176 PURPOSE: Ingress, egress and utilities AREA AFFECTED: Portion of Real Estate Under Search 18. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: DISCLOSED BY: Easement recorded on June 5, 1991 under Recording No. 9106050130 PURPOSE: Sewer Drainfield and Transport Line AREA AFFECTED: Portion of Real Estate Under Search 19 20 21 Order No.: ME- 167256M Page No.: 8 EASEMENT AND THE TERMS AND CONDITIONS THEREOF: DISCLOSED BY: Easement recorded on June 5, 1991 under Recording No. 9106050131 PURPOSE: Storm Drainage Easement AREA AFFECTED: Exact location not disclosed of record EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: DATED: RECORDED:. RECORDING NO.: The Washington Water Power Companv, a corporation Electrical distribution line and associated fixtures; with right to inspect line and to remove brush and trees Place an underground electric distribution line and its associated appurtenances along with an underground natural gas pipeline and its associated appurtenances on said property October 8, 1991 November 13, 1991 9111130069 AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: Northwood Properties, Inc., a Washington corporation AND: William A. Lawson and Carol Lawson, husband and wife; B.R.G., a Washington General Partnership; Spokane Valley Benevolent Protective Order of Elks Lodge 2328, a fraternal organization; Wellings Family Trust, and Spokane County DATED: February 13, 1992 RECORDED: February 18, 1992 RECORDING NO.: 9202180307 REGARDING: Construction, operation and maintenance of sewerage system (continued) I Order No.: ME- 167256M Page No.: 9 22. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: TRUSTEE: BENEFICIARY: ORIGINAL AMOUNT: DATED: RECORDED: RECORDING NO.: AFFECTS: North Valley Business Park Phase I, a Washington General Partnership, consisting of Northwood Properties Inc., a Washington Corporation and Meadowhill Corporation, a Washington Corporation Transamerica Title Insurance Company Bancshares Mortgage Company, a Washington Corporation $650,000.00 September 16, 1985 September 19, 1985 8509180105 Portion of Real Estate Under Search MODIFICATION AND THE TERMS AND CONDITIONS THEREOF: DATED: RECORDED: RECORDING NO.: February 1, 1990 July 31, 1990 9007310042 23. ASSIGNMENT OF LEASE FOR SECURITY PURPOSES AND THE TERMS AND CONDITIONS THEREOF: LESSOR'S INTEREST ASSIGNED TO: Bancshares Mortgage Company, a Washington Corporation BY ASSIGNMENT RECORDED: September 19, 1985 RECORDING NO.: 8509190106 Said assignment given as additional security for the Agreement recorded under Recording No. 9202180307, shown at paragraph 21 herein. 24. FINANCING STATEMENT AND THE TERMS AND CONDITIONS THEREOF: SECURED PARTY: Bancshares Mortgage Company DEBTOR: North Valley Business Park Phase I COVERS: Beneficiary's interest in that certain Deed of Trust recorded under Recording No. 8509190105, records of Spokane County RECORDED: November 13, 1985 RECORDING NO.: 8509190107 Said Financing Statement was re -filed on October 17, 1990 under Recording No. 9010170125. (continued) n a Order No.: Page No.: 25. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: ME- 167256 10 GRANTOR: John M. Snead, III, individually TRUSTEE: Transamerica Title Insurance Company, a corporation BENEFICIARY: North Valley Business Park, Phase I, a Washington General Partnership ORIGINAL AMOUNT: $250,000.00 DATED: November 5, 1985 RECORDED: November 7, 1985 RECORDING NO.: 8511070257 AFFECTS: Portion of Real Estate Under Search 26. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: North Valley Business Park, Phase I, a Washington General Partnership TRUSTEE: Transamerica Title Insurance Company, a corporation BENEFICIARY: John M. Snead, III, individually ORIGINAL AMOUNT: $650,000.00 DATED: November 5, 1985 RECORDED: November 7, 1985 RECORDING NO.: 8511070237 AFFECTS: Portion of Real Estate under Search 27. FINANCING STATEMENT AND THE TERMS AND CONDITIONS THEREOF: SECURED PARTY: DEBTOR: COVERS: RECORDED: RECORDING NO.: John M. Snead, III North Valley Business Park Phase I, a Washington General Partnership Beneficiary's interest in that certain Deed of Trust recorded under Recording No. 8511070238, records of Spokane County November 13, 1985 8511130230 CONTINUATION OF FINANCING STATEMENT AND THE TERMS AND CONDITIONS THEREOF: RECORDED: November 9, 1990 RECORDING NO.: 9011090194 (continued) Order No.: ME- 167256M Page No.: 11 28. FINANCING STATEMENT AND THE TERMS AND CONDITIONS THEREOF: SECURED PARTY: North Valley Business Park Phase I, a Washington General Partnership DEBTOR: John M. Snead, III COVERS: Beneficiary's interest in that certain Deed of Trust recorded under Recording No. 8511070237, records of Spokane County RECORDED: November 13, 1985 RECORDING NO.: 8511130231 CONTINUATION OF FINANCING STATEMENT AND THE TERMS AND CONDITIONS THEREOF: RECORDED: RECORDING NO.: November 9, 1990 9011090195 29. GROUND LEASE AND THE TERMS AND CONDITIONS THEREOF: LESSOR: The John M. Snead III Children's Trust, dated December 30, 1985, on which John M. Snead III appears as Grantor and Nora A. Collins appears as Trustee LESSEE: John M. Snead III FOR A TERM OF: 10 years FROM: December 1, 1985 to January 31, 1996 DATED: December 1, 1985 RECORDED: February 7, 1986 RECORDING NO.: 8602070182 AFFECTS: Portion of Real Estate Under Search 30. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: Theodore G. Gunning and Diane D. Gunning, his wife TRUSTEE: Transamerica Title Insurance Company, a corporation BENEFICIARY: A. Jo Postell- Young, as her separate property ORIGINAL AMOUNT: $310,000.00 DATED: December 5, 1990 RECORDED: December 7, 1990 RECORDING NO.: 9012070296 AFFECTS: Portion of Real Estate Under Search (continued) Order No.: ME- 167256M Page No.: 12 31. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: William J. Lawson and Carol Lawson, husband and wife TRUSTEE: Transamerica Title Insurance Company, a corporation BENEFICIARY: Northwood Properties, Inc., a Washington Corporation ORIGINAL AMOUNT: $123,223.50 DATED: March 18, 1991 RECORDED: April 9, 1991 RECORDING NO.: 9104080218 AFFECTS: Portion of Real Estate Under Search 32. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: B.R.G., a Washington General Partnership TRUSTEE: Transamerica Title Insurance Company, a corporation BENEFICIARY: William J. Lawson and Carol Lawson, husband and wife, a Washington Corporation ORIGINAL AMOUNT: $49,788.00 DATED: March 18, 1991 RECORDED: April 9, 1991 RECORDING NO.: 9104090220 AFFECTS: Portion of Real Estate under Search 33. DEED OF TRU AND CONDIT] GRANTOR: TRUSTEE: BENEFICIARY: ASSIGNMENT OF RENTS AND SECURITY AGREEMENT AND THE TERMS THEREOF: ORIGINAL AMOUNT: DATED: RECORDED: RECORDING NO.: William Lawson and Carol F. Lawson usband and wife Tr america Title Insurance Company .S. Bank of Washington, National sociation $4 000.00 Septem r 13, 1991 October 1991 9110040226 MODIFICATION AND THE TERMS AND CONDITIONS THEREOF: DATED: June 23, 1992 RECORDED: July 21, 1992 RECORDING NO.: 9207210358 (continued) I Order No.: Page No.: 34. ASSIGNMENT OF LEASE FOR SECUR THEREOF: LESSOR'S INTEREST ASSIGNED TO: BY ASSIGNMENT RECORDED: RECORDING NO.: ME- 167256M 13 PURPOSES ZTHE AND CONDITIONS S. Bag ton, National A sociaU.S. Bancorp Mo gag an Oregon N.Ddt 4, 1991 040127 Said assignment given as addit'onal securit4T,, for the Deed of Trust recorded under Recording No. 9 yl 4090220, shown t paragraph 32 herein. 35. SUBORDINATION, NON- DIStSQRBANCE AND ATTORNMENT yF($EMENT AND THE TERMS AND CONDITIONS THEREOF BETWEEN: XGary Barton and Sue E. Barton, nd wife, Tenant AND: k of Washington, National ion, Mortgagee AND: J. Lawson and Carol K. usband and wife, Landlord DATED: r 13, 1991 RECORDED: 1991 RECORDING NO.: 2 36. SUBORDINATION, NON - DISTUR ANCE AME T AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: Fire Protection, Inc., a ton corporation, Tenant AND: nk of Washington, National tion, Mortgagee AND: J. Lawson and Carol K. husband and wife, Landlord DATED: er 13, 1991 RECORDED: 4, 1991 RECORDING NO.: 37. SUBORDINATION, NON -DIS BANCE AND ATTOR ENT AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: Jo n B.D. Lindstrom and Pamela M. ndstrom, husband and wife, Tenant AND: U.S. Bank of Washington, National Association, Mortgagee AND: illiam J. Lawson and Carol K. L son, husband and wife, Landlord DATED: Sep mber 13, 1991 RECORDED: Octob 4, 1991 RECORDING NO.: 9110040 0 Order No.: ME- 167256 Page No.: 14 38. FINANCING STATEMENT AND THE TERMS AND CONDITIONS THEREOF: SECURED PARTY: U.S. Bank of shington, National Association, c/o U.S. Bancorp Mortgage C pany DEBTOR: illiam and Carol K. Lawson, h ban and wife COVERS: Ben ciary's interest in that ce a Deed of Trust recorded under cordi No. 9110040226, records of Spokane unty RECORDED: October 4, 991 RECORDING NO.: 9110040231 39. Unrecorded leaseholds., if any; rights of vendors and holders of security interests on personal property installed upon said property; and rights of tenants to remove trade fixtures at the expiration of the term. 40. MEMORANDUM OF LEASE: LESSOR: Fred Meyer Properties, Inc., an Oregon corporation LESSEE: Roundup Co., a Washington corporation DATED: March 1, 1976 RECORDED: March 26, 1976 RECORDING NO.: 7603260148 AFFECTS: Portion of Real Estate Under Search 41. Potential liability for assessments levied by Spokane County Utility Department for the Aquifer Protection Area. To verify, call 458 -2538. In order to make payment, account number is necessary. TRANSAMERICA TITLE INSURANCE COMPANY — Micki Erwin, Title Officer For.Service on this order call: (509) 922 -2222 sac 'IlS _ IS 7&P 9110040230 RECORDING REQUESTED BY AND, WHEN RECORDED, RETURN TO: 1 U.S. BA9ICORP MORTGAGE COMPANY Attention: Joyce Mattingly P.O Box 4412 Portland, Oregon 97208 -- vci.12 . ..,; 8... .- 7 . f (L ...., g _ . rRRflSAMEAI ur 2112 I '91 ...i L:..a C. n011AIIUE A 1 31 COUNI7. WASH. fEEfSd 2 d fel ' SUBORDINATION NON - DISTURBANCE AND ATTORNME 'I' A RE..EN'P Y THIS AGREEMENT is made this ,II 1 L day of September, 1991 between JOHAN B.D. LINDSTROM and PAMELA M. LIIIDSTROM, hu.beed and wife (hereinafter called "Tenant "), U.S. BANK OP WASHINGTON, NATIONAL ASSOCIATION (hereinafter called "Mortgages "), and WILIAM J. LAWSON and CAROL K. LAWSON, husband and wife (hereinafter called "Landlord "). WITNESSETH WHEREAS, the Tenant has entered into a lease dated June 14, 1991, (the "Lease ") with Landlord covering premises (the "Preml.es ") described in Exhibit "A" attached hereto and incorporated herein by this reference; and WHEREAS, the Mortgagee has agreed to make a loan of Four Hundred Thirty Thousand Dollars ($430,000.00) to the Landlord secured by a Deed of Trust, hereinafter referred to es "mortgage" (which mortgage also secures any future advances made ' by Lender); provided, however, that said Lease is subordinate to the lien of the mortgage; and WHEREAS, Mortgagee has been requested by Tenant and by Landlord to enter into a non - disturbance agreement with Tenant; NOW, THEREFORE, in consideration of the premises and mutual covenant. hereinafter contained, the parties hereto mutually covenant and agree as follows: 1. The Lease and any extensions, renewals, replacement. or modifications thereof, end all of the right, title and interest of the Tenant in and to said Premises, including but not limited to any option or right of first refusal to purchase the Premises, or any acquisition of title to Lhe Premises by Tenant during the term of the mu Llgage, are end shall be..ubject and subordinate to the morLgnge and to all of the terms ae[1 conditions contained herein, and to any renewals, modifications, replacements, consolidations and extensions Lhereof. 2. Mortgagee consents to the Lease and, in Llle event of foreclosure of said mortgage, or in t{le event Mortgagee comes NMBL /9108.031 rNV Nw[ lilal. ma ,iC a ,avN b m,w nuY I.raea. v a. aY> Rot. m 11.N anRana N ,.roa.r w n.m IIn,Wm,grr[m0a.rwrlR. 1VPI I DINIIIr v.YN.J I. /nun le llrr W,.411MOInH IIHIIMYLMAM[xC11lC0nL wabN[mn.W nlraar {.nI LIRSDI %© PNieICM call[lenl we „weewm^. /� I- 1........ NIV MSm.I.nn mnl.+a Ml1 —.1— . reuNl l+nl ,m .n 1•LIIN.Inxrr ...I mxa y'�u 1 .w... x^rr rrwalrlxYrxl + M I.... wr..n n. .....n .., 1 ��, 1 — b�l niw ` .Nl Men n.n rnR was mL VNIr.M � I T I INAIED r LAWSON, WILLIAM J. and CAROL K., husband and wife IIA � LAWSON, North 5106 Northwood Drive 3 = 9 pq O 0 Spokane, Washin g ton 99212 �s c IOl4 568 '. J Y0.1228ml 1 NUMURMIAM11wr451EEiL.TrACNED: w S. .S LRR11E9) [. SVCURLD>ARTDIMIW' [IUI 41 aSILnfeKK51a15ECURfD INm,.n,MrnM [M,r+ 1 n` "nR^r [I,ru,.m.R^maml rU. S. BANK OF WASHINGTON, NATIONAL ASSOCIATION .. c/o U.S. BANCORP MORTGAGE COMPANY r 555 S.W. Oak Street Portland, Oregon 97204 J L o w Ac is descry ed an Exhibit "A" hereto. a. la. nnuRE nuxc[.nna mb..rr NR.aP ^emaN nRR,nl: Rnuna All that real property described in Exhibit "A" hereto. © lll[amaa,n.e,[en o,... 0 rn[noRr ^rnl.rbe. n.rerr.n... aDW. slam >wNrnu...nln.^Wrr.+l•raarin. +RO mrR b[nea e,... - 'F IT l INWNanLna.m IR.[n> n,l.we. Ur Mnal[MUrI rNV Nw[ lilal. ma ,iC a ,avN b m,w nuY I.raea. v a. aY> Rot. m 11.N anRana N ,.roa.r w n.m IIn,Wm,grr[m0a.rwrlR. %© PNieICM call[lenl we „weewm^. ), RLiIIRN ACMNpNI[OCM[N1 CpYt0. F U.S. BANCORP MORTGAGE COMPANY nIC IaN R[CARD WIIN. ..I,.¢e REAL IUDRS Attention: Joyce Mattingly INAIED 555 S.W. Oak Street Portland, Oregon 97204 SPOKANE L J a lln[[YIIrN n eM n[41nlrY Ihav[I"Ca [HUOwl.epe.It D[dal[)bpM[e1 [ppl[I[a[,pWc[Lk lw l[I.ICI. [rd I[I' elQ ,Irt,lr,rgNllo,[.cv^I ^Iere4 in,MMr M'ru^Nlun.lenLx[bNM.MINa eynulmwbM ^MnM Ie10 - N[I.Ia nN�vaa llN O�n" almm [r.1x1[ne[a.eo.[m.l:[a...[Rnu lnl[.nl D"en.[. w[e n10 [s m Mtn N[ RlmL ma Yq[O.0 r >mer rum al MClulal In10 a[g . 011[[Mge a n[m. 9m41[.- 11.11 uru[bn[I lnebmnlal 9, WI ID n RMmAI qN curt ul ul I n. 11 COLD FAR' ypLM[ 1`-I Iml ITT, N...ew u...E. IA.iraul r>....I —UR ursnu^nu w uLVxm RASnptauu.au .+sun NAY, SIGNATURE copy I. COLUM Auonon wr Ice z n.mllunlNe rNl +. ARmonD rox lauN urt i�ni n! WsxwmoN DAIL R,Iwn IR CO.." I.UDn OR p [Nnll Mwm wuw IurW /maa +R "A ^`.a i� It- It , . _. 3 c - _', 7. 7_ S-1. SI'06' 75S atz1442 A RIGHT OF WAY EASEMENT of .1($ ... One D1.r1 ... ........... .............. � 0 .. )_in . hand ... fta!�� .... ............... ................ ............. ........ .... I,,, .Is ....... ar.I .,n.aw e,._ ...... to I I It Wall WNG I0 \ %1 At I R rIVII i R l 011 C+ 1%. U nd.refout; • ..... ..... 'nd."'i'n, ut di'' a ... ...... .. InInu". leton"I'al nnda"h .116 1., 1 A,,.! ......... line ...... i,,w of III, fait. and fe"It ..... ... t" I ....... I ., 'I.0, A I ... I, and ....... d:r d:, 1 :1. 1, - 4 h r ........ Spokane ............... Coun". S.r of ..... WastMnston .......... ..... . The South Half of the South Half of the Northwest quarter of Sectira Nine (9) Township Twenty-Five (25) North, Range F.rty-Four (44) ELN, Spokane . County, Vnshingtonp Except the Vest 1900 fact; And Except the East Qu.,rt,, of the South Hal of the Southeast Quarter of the Northwest Quarter (E_S�SE'S ; And x V ' E xce pt C oun t y Rin 3910 It is ..d.r.t..d and agreed that said easviaat covers the right to inst.ill unle, ... ...... .. . . .. ..... ...... .ground electric conductors extending southwesterly from the Northea, e,rner. .ad o ne (1) padmount transformer, on the above described property. ..... .. .... . .. ..... ............ togeth-wiffitherighl to insjrcl saidline. W.L_ 4,I I %yan", my. .... ...... .. h.I.d / h 5 If 31-11 1v di i na 3k I 1 1 1 1 ,10, 11 - .. ..... NORMOODFIR INC. I K -, I CHIJBIRG " c l aaa Caunt, 1'.. itI CIP Iand rirl wvii F-rIIor STATE OF WASHINGTON. spolfaune. Ft h,gumm fp� Cina" .1 5P, k 4y ocaiI any of Z:T,,Vl inIr. ro " If Not., public In j for t he Soc .1 a,d, c.a,aa.ww,1 a warn, perrmJI, yywmN C , to .. kn.. . bI, 61, P 'arm and Siam . "Nw 61'. .1 - *kuoaz� �'v'c . the cia,an(ain 11�1 o-e"'wal rho forr imananitnt and a,knowlMi,M The Iwid inItrunwon Ij or Ibw III,c vvbaa ry ut and dIad of vid oal"at;on, f o r t h e n ws and puq-, tlwctin owaim,nN, and on m;h vAwd ItIa WQ aalodoed 10 smuts dw r id i ..... Iiawn, and rM. III, w'I "a'el the rurf.ule _J 1, .0 W;tua., .!.y faInd and u14141 m.1 hel.v fbIed the Jay ..'a t"A"'i a Iv. 1'.1114 J ILI I SI 1. I.IBrae 11 if . 2 1 ' 1 ;" ' � �,ICAIIC YOL. 4.88 - PACE 73 .. �sioizoiH 7 t.rn. Tax WATER PIPEL 111E ouaV 4emPt . EASE �O� , N I T H E S S E T H: 197/ 3y / -G_ b� tkovry Cony For and in consideration of he Paid. receipt of which is he t reb SUM of One Dpi iar (51 S. A. POSTE ac .00) cash, In hand LL, dealln Y knowledged, the p sold, ant 6 e S wi [h his separate pro pert rtY of the First P Y thes presen art, unto IRVI is does b �• at Ih7s . N NA TER OlS 7 gICT Xb .r gain sell ve data [e 6arga fined and oration, P of Spokane Y. transfer and del [ounr Nashi iver of -way, includinf the Second Part, a nine! ^gton, a manic' (99 Year water ➢ipcl Ines Y fo r thee g ( i t t t arW enter onstrouct h main to ` ^z tare hereinafter descir bred at any m th undo the Pvr ➢use of <onve and rePair unde rground lands i he «after describ cross with Yang ter wa refi over, a 1 tc hes for the together wi through and rer,o se trees location of said the right to excavate and bushes, and ➢IPellne l ocation, °fgrwth and the further constru<ti and other ohs tractions light to on and na intenan ➢I clines laid P terfering with In located in land affec tetl 6Y the gran Ce o1 . the in the County of flog of this ease d escribed SPOkane, State ^s• ^[ and e(ght_of_ Quar as follows of Vashln9ton, and Iz more Particularly of the right of -w V'M , IYin e0 ther ef of e5, tlon 9feet Townf the N ortheast of t e 44 TO HAVE Y: Except Manef ield lAvenuePO k I n 4 Coeur ad•P or P 15 N th, f 1 "' ^e (99)kYear, Couny' Vd$hington, and !unto fire suc aY unto Ilrvin Na r Dia trier Part Iha of the [ Par[ d ors and assigns for ninety_ The Party Fir: [ he is lawfull do es hereby covenant that r. has a Y seized and with the Party of the Second good nd a the of the reel free f lawful right estate above teat r: rom all encumbrances, to eon It. t d, theret a and that he or any Part thereof , gains! t he lawful will fOreY that It Is e onsideratl clai er war and defend the F' on for this gran[, the of all persons whomsoever, the title ,rat Par[ harmless As a Part of the to the exercise o/ the r 9h islh claims Yfor dam. ges o f rom wh will hold the Party of IN VI TRESS V ere In granted. a[so.•ver cause this o. 1 OF, the Part t has h Inc !dental +� day of (i Y of the sirs t19I6 set his hand -:: ;S TA TT��t$`ItiJTN IIIG70N f V _ .l Y 7 •CWkTY ;F .SPOKANE ) ss ' �OSTELL t h ) . Y ➢ersonally Peared bef descr aP ibed In and who executetl the the GIV -'N and under Po es a s[ a A u ,n Honed. hlz (.. hand a k vp u...going in"uwrte o be the Purpo y hand strun is (al seal this day t and Geed, for rt 1 Y of .((I 11 1976. P. Of ! Nash inblie to an ••e g ton, rezid)n' ` the State t ,9� at SPdkane. OF lstuS:J-'t2S'411P1.� '�'' 3l14 PuE 1325 I 77021.101.1.1 fE9 14 II 30 MI ' ' YEDUmt V.a:RlxPawtTOal ' SsoaaxOLP IT WATER PIPELINE EASEMENT W I T N i n con sider ation S S E T l of One of the $ 1.00 cash, In hand. For and cum the Par ty of the First Part paid, rece 1pt of which 11 hereby separate prod. at this date bargained and S. A. POSTELL, dealing with his fVorste ProVertY• f and by these Presents does bargain, sell. convey, transfer and deliver 1 sold, Washing ton, a mun I,lpal core' unto IRVIN WATER DISTRICT #6 0! Spokane County, oration, Party of the Second Part, a ninety -nine (99) Year easement end right- of -way. including the rl9ht to ° ^ter uV °^ [he real estate hereinafter described n and repair underground at any time they may lee fit, and construct, maintai ' water pipelines for the purpose of conveying water over, across. through and U0 the lands her <Inafcer drscriba•d, together with the light to excavate and refill di t,1,11 for the Inca tion of said pipelines, and the further right to . Q remove trees. bushes, under9rw [h and other obstructions Interfering With the f lines. location, construction and maintenance of said Pipe ranting of his eaarne Th land affected by the g and rl9ht-of Particu v of Spokane, State of Washington, a located In the County nd Is more D �C described 11 follows: A fifteen-foot (151) easene n[ of the East 30 . Township e Northeas 25 North. Quarter of the Southwest Quarter of Spokane sC d'Alene Railroad Z Ra n9r 44 E.V.M., lyln9 n t erly P ri - of -way; Except Manlfls(Ield Avenue #3112• _ `S !C TO HAVE AND TO HOLD said rssrme ndt u nto and i" and lassl9 ^s[ for O ninety` ` #6 of Spokane County. Washington, - nine (99) Year.. Th Party of the First Part does he covenant with the a f a bove described the i Put that he is law(.Ily seized and possessed of t oe any Part thereof, that It Is that he has a good and Iawf ul right to convey ore free from all encumbrances, and that he will forever warrant and def art of e the tlt l thereto against the lawful claims o! all persons whomw r. As a P emsld.ratlon for this grant, the Party of the Second Part will hold the Party o! the first Part harmless for all claims for dam. 9r> from wi,atsorver cause Incidental I - to the exercise of the rights herein granted. IN WITNESS WHEREOF, the Party of the First Par[ has hereunto set his hand 1976. this "�'- day of .S.. A. PO$TELL. _ F' STATE OF WASHINGTON ss. , COUNTY OF SPOKANE ) to m< known to be the - .01A this day Personally appeared before me S. A. POS TELL. Instrumr nt, and lndlvldual. described In s him / and who exr cu tpp the t ree nand and volu ntar y ac j ackncwle /9rd that hr slgn<d the same arot ntar end De rd, For /mil - da of (Z• lt. ( - 1976. hi uustand purpose s therein xntl -1 d. _ - GICkN under my hand and offlci al sea this Y� :^ ^•� >': to to Notary P :p6dw Ta mArl �l r r'i ,. j1r .J.,A ubl c reslA)p r at Spokane. 1 r �n of Washington,, �) tar J a 8 50 61 1 0 301 a:JA,,...___ c:.- t a .• ,_ rutcn lro. of rJa. more 2E -.sr•J . v r , • - t_ sT ;[:;^ Ire; •' th vood P- p-ertlec Inc • A. .ioa2 anG .Tea c. u;o i t :.uc.cu.a nna .tf., • .• _ n I,:l i. 'I f" •nne n Cf R,, tior o :tu^ :2 fell el;er de !G1 :nc selJes. «t(' he l rs. ;r ar t :e•. and aSG lr_n i, ne r a J y. rn e9 tr;rlie t e C,,n;y tL Clace ;heir Mm ?I S1 on d Lt[i ;il. r. cur (prvdpian e! J L' ;/ :Y.t acv ri' :h'.': par ;sent ! ¢C'J 36.9: -hick tee pet, tfpn t- Clucts '.s. pr t:frtJ an' ':.r Vtr not to object ty the : :Dni ^, ut , ;rCtcSt pF11 ?tn ! %alms; the fo,,ta cn Cf a CLID by resolution :ethce. purs.int Co n:J :•dyer ' .Alen (ral ^: ,Imp firer :11 properly. P:S7I GE O. this Con dl L ar ir;a r; : :r ;`ibit tee ': r,!rlsl or Saccessor(SI from obJection to drY assess - eL;(S: ^. f Property as a result Lt Improverent1 Called for In conjunction ^Ith tre fr,rdtIGn of A :0.:0 by ^ -Ither petition or resolution mdtcnd under 6.4 Chapter 36.9:. This statr.-rns involves the following described rrneerty: Say P.9vsree for Prop.rty Description STATES F_ .s'2 =: :_t s I,56 i. _ (3 . On rA l.T it A, el � 1 �'��':-Z /- � A. D.;9 —b.b n.d.. Nu .,r P.64, ,..rd 1. = ^I _ _ ,.,..,•.. _. .+ le me sn. m 6. A v I. ...r....6 \u r.d rh. , f.. in .n ..a :d nu.- L dt d in r to b. uh[ : - -- ry .0 .nd d..d of ..;a wrae.. uen, f.r d.. u .nd vrv.. r. r ^ed, ' ...J a .,h .w.d _n .mhena.d i. u.wl. 16. -:d in. a.m. .nd IA. r.l .rB..d :. ,M t.r....0 ...I WITNESS rnr b..d ..d eA.41 .[.I h—,. 6..d ah. d., ..d yor m rhi. c..unc.,r .b....rdrt. n. Plrol T IES Oh!i ^ION Th4c portion of the Souch half of the Souch half of the Northwest Quarter and of Cho North half of the Southwesc Quarter of S ection 9, Township 2 5 North, Rance 44 E.W.N., de scribed as follows: -- C012 ac a point which is 641_55 feet North and 20 feet Easc of the crest Quaccer corner of said Sueciun 9; C:._r.ce : :urch 59'3L' 30" Easc along the South right -of -way line of Jackson A :5701 feet to Chu True Po inc of Beginning; thence South parallel wit.: the best line of Seccion 9 a disCaf.ce of 644.2 fee-; theme South 00 East Parallel with the Rest line of said Section 9 a dis- tance of 670.90 feet to the Northerly right -of -way line of Spokane International Railroad; thence Southeasterly along said Northerly line to the Easc line of the Southwest Quarter of said Section; thence North along said Easc line to the center of said SeCCia.; [hence Nest along Cho South line of the Northwest Quarter of said Section. 30 feet; thence North along the Wese line of Bovdish 640 feec more or less to the South lice of Jackson Avenue; thence Rest along said South line to the True Point of Beginning; EXCEPT the South 10 feet to the North 70 feec of said South half of she Souch half of she Northwest Quarter deeded for County Road; /� GI � n d" ` I I r. ; P ILE0 Ca NEC,P a - ,Srnra rf CountY Eh,lra[r JUN I I 4 22 `4'ES M:LL! }M C. r•'h AiP.E Apo.na ig 1pr.AM ECPJAt T. kA511. OLPdti + Beg Court Iloese san i These recuirele ^ts are and SI•31! run with the relr,, SIC :esSors or ass'SAS. land and snail be binding upon the �/ .A _ -cprev :lea -'_re. %s/l'r A13Ca rO-2011 ITATE Ci' L's 54:•:;70!1 1 ' ss CO..,:f or Cn this /' de of y CCd before me personally 19 ff �, p Y I .A fJ '., C- d. rm t9 ar.a lice c. Fo r. tall lr!.h en me so or :ne n<tvtdve s vno executed the oregoln9 nseru =one ecinc.le. ^,es :ne said instrument to be the free and voluntary act and deed of said Ind hldu.11ti, for Lhe uses and purposes herein mentioned. - In 'JI [n e ;S :hereof 1 ,Ave herunto Set e/ hand and affl.ed my official seal the : and rur flr;t active .mitten. r /� )� 1 — arm .6 is . in yap IC, I 2 of t.ry of Ce:hing ton, reading In :pony ne, re di STATES F_ .s'2 =: :_t s I,56 i. _ (3 . On rA l.T it A, el � 1 �'��':-Z /- � A. D.;9 —b.b n.d.. Nu .,r P.64, ,..rd 1. = ^I _ _ ,.,..,•.. _. .+ le me sn. m 6. A v I. ...r....6 \u r.d rh. , f.. in .n ..a :d nu.- L dt d in r to b. uh[ : - -- ry .0 .nd d..d of ..;a wrae.. uen, f.r d.. u .nd vrv.. r. r ^ed, ' ...J a .,h .w.d _n .mhena.d i. u.wl. 16. -:d in. a.m. .nd IA. r.l .rB..d :. ,M t.r....0 ...I WITNESS rnr b..d ..d eA.41 .[.I h—,. 6..d ah. d., ..d yor m rhi. c..unc.,r .b....rdrt. n. Plrol T IES Oh!i ^ION Th4c portion of the Souch half of the Souch half of the Northwest Quarter and of Cho North half of the Southwesc Quarter of S ection 9, Township 2 5 North, Rance 44 E.W.N., de scribed as follows: -- C012 ac a point which is 641_55 feet North and 20 feet Easc of the crest Quaccer corner of said Sueciun 9; C:._r.ce : :urch 59'3L' 30" Easc along the South right -of -way line of Jackson A :5701 feet to Chu True Po inc of Beginning; thence South parallel wit.: the best line of Seccion 9 a disCaf.ce of 644.2 fee-; theme South 00 East Parallel with the Rest line of said Section 9 a dis- tance of 670.90 feet to the Northerly right -of -way line of Spokane International Railroad; thence Southeasterly along said Northerly line to the Easc line of the Southwest Quarter of said Section; thence North along said Easc line to the center of said SeCCia.; [hence Nest along Cho South line of the Northwest Quarter of said Section. 30 feet; thence North along the Wese line of Bovdish 640 feec more or less to the South lice of Jackson Avenue; thence Rest along said South line to the True Point of Beginning; EXCEPT the South 10 feet to the North 70 feec of said South half of she Souch half of she Northwest Quarter deeded for County Road; /� GI � n d" ` I I r. ; Quid ALL P BY TPESE PRE`+E,'ITS arc S. A. Foctell teire the owners of the follow to to hereafter derived do for agree to the following: 85013110302 16 BOTICE TO THE PUBLIC ves, their ROAD IJ�.•^ W Gr, I t. Pmrosa ✓nc; n•. rc 1 CJt a yoy, r.3 ..- __•'__ ' 'te consideration at mutual benefits'.I rs, grantees and assigns, hereby Ns. Join and participate in the formation of a County Road Improvement Dis. trict (RID) pursuant to RCN 36.88, at such time as a district may be for..ed or any Road Ir..proverent Project sanctioned by Spokane County, which involves the lands herein described. The owners, their heirs, and assigns further agree not to oppose or protest any legal assessments for said Road Ir..preverent Oistrict (RID) established pursuant to RCSI 36.88, It is further agreed that at such time as an RID is created or any Road -srove.tnt Project is sanctioned by Spokane County, the improvements required (curt, sidewalk, drainage control and paving to existing pave - rent) will be at the sole expense of the undersigned owner, their heirs, grantees and assigns. These conditions and statements apply to the following described property: See Reverse for Psvperty Description T ILED CR RE,, 9' p ufDI •IEr ^F Sl Pi' ceency Engineer JE'H I I 4 zz FH'85 WILLIAM F. ^9MAMUE AODITOR STOCAR COuh Ty. WASR. crrurr Reg Court House xxx i These reguirerents are and shall run with the land and shall be binding upon the owaeri, their heirs successors or assigns. 'lora+cd_ Pre e-2'• Inc. ` v ac. -,ATE OF 9,S.R ?C:6n I I ss CDUATY OF SPO!A'IE 1 ^+ thls j- / day of t4 before me personally appeared nd All.. Z. iontoll •- :ea :.y .•:.o to re to he the ndly ua s who executed the foregoing instrument an .cic :.led trt said inptrurent to be the free and voluntary act and deed of said in;irldualftl, fgr the uses and purposes herein mentioned. :n Jl ens uneredf i have herunto set my hand and affixed my official seal the day and ye.r first ahnve written. No c any 4eo112, In :nd ia� the State - of 'Iannln9ton, residing in Spokane. d.shington. , i.jµ •.r u a. 4' 1 l 4nY sa T'✓rssll 1 tsGF �.i} £. � STATE OF C. ,M el took,.,. On h; r � d.r el, _ & - 2 , L5, / •r P6 A. D. IV_ brio,. m., d.• ,.nd..- .im•d. • N...,, Public in .nd : r ih• ,. el r"'•�' JyI' c ammu.....d .nd .worn ve.• -n. It, •pve.ud uy �� nd i 'r f+= t-L;-= to ma kn,. n m b. ,h— P.eddw, � ... ... v.nn dy. al 1'o ^lhuood Pro th. - rpeunw that • eeuud sh< fmw.ine inamment. a,.d .c4newlede•d th. .aid in-1—mg-1 ,e be d.• he .nd rmun- ury .c, and d..d el —1d w•P- ,.lion. I., th. u wd P.,..- th•,•in m on.d. •.d en .,h •uo.d sh•_h. .u,h -d.ed w •..eu,. th..•Id has —aht • -d that th. .•.1 .R...d 6 iA. mrveu • .e.l of .aid wrponti -c WITNESS my Land .nd -111 wl h.rma .I6.ed du d "a year 6 ths. emi6uu .beve wnsn•a ✓� / t 7y l- Nw.n _rorii.e That portion of the South half of the South half of the Northwest Q'-arcer and of the North half of the Sou clswesc Quarter of Section 7 5 N Ranch LL r W IL.—d escribed as follows: COMifENCINO at a point which is 641.55 feet Ilorth and 30 fee[ East [hence North S9 °32' of the Wesc Quarter corner of said Section 9; 1 JO" East along [he South right -of -way title Of Jackson Avcn =. 15'0 feet: to the True Point of Reginnin thence Socch parallel etc the West line of Section 9 a distance of 644.: fee h. t; [hence Scuth 00'13' East parallel with the Wesc line of said Sect"r' 9 a dis- tance of 670.90 feet ro the Nartherlv right -of -way line of Spokane International Railroad; thence Southeasterly along said Sort. ^.a =' -y line to the Easc line of the Southwest Quarter of said Scc ¢on: thence North along said East line to he Oencer of said Section: thence West along the South line of he Northwest Quarter Of said Section, 30 feet; thence :forth along the Wesc line of 30wd 640 feet more or less to the South line of Jackson Avenue; chance stoic along said South line to the True Point of Beginning; EXCEPT the South 10 feet to the North 30 feet of said South. Calf of the Souch.half of the Northwest Quarter. deeded for County Road; vl X 3 XI �3 m b:W90 3902 Till.E NOTICE FB,ED BY: Spokane County Planning Department North 721 Jefferson Street Spokane, WA 99260 (509) 4562205 Assessor's Parcel No.: 45093 -9018 and 9050 VOL.1059PAGE 937 9GP 7 If 53 AN lft Sr �' 41 Y,} +rB3 5A4 The parcel of property legally described as: That portion of Seri n9,.Tmyns ' Ran a 44 B.W.M. being the North 12 of the SW 114 lying northerly of railmod rights-o -way an so iierly or Montgomery Drive, together with the Fast one acre of a portion of the NE 1/4 of the SW 1/4 lying south of the north 433.5 feet and north of the SIRR rights -of -way. Commonly known as Tax Parcels 45093.9018 and 45093.9050. is the subject of a land use action, imposing a variety of special development conditions, by a Spokane County Hearing Body or Administrative Official on August 24, 1989. File No. ZE -23 -89 is available for inspection and copying in the Spokane County Planning Department. Release of this Title Notice can only be accomplished through the authority of the Spokane County Planning Department or its successor by recording of a r Title Notice Extinguishment" based upon a finding that such release should occur. BY •a s E[ as �. DEPARTM [ L.n *. •�f .0 '.1�i Da te , )P ` / /o��`" "" a:lo�e;olaz CEP s IIzzANfBB P�IAY f -i' �PQ (Srnaax( cCUH Y.'i($jQ NOTICE TO THE PUBLIC SAI4P:0N VU. 1059PAGE /139 PRIOR TO THE ISSUANCE OF ANY BUILDING PERMIT OR CERTIFICATE OF OCCUPANCY FOR ANY BUILDING OR ANY USE ON THE PROPERTY DE5CRIBEn MERE INAFTER,-THE APPLICANT SHALL BE REPSONSi OLE FOR COMPLYING WITH THE PROVISIONS OF THE ZONING CODE FOR SPOKANE COUNTY SECTION 14.706 (AQUIFER SENSITIVE AREA OVERLAY ZONE). THE PROPERTY WHICH 15 THE SUBJECT OF THIS NOTICE IS MORE PARTICULARLY DESCRIBED AS FOLLOWS: That portion of. 5 t' 9 T h' 25N R G4 E.W.M. being the north (half of the SW 1/4 lying northerly of railroad rights -of -way and southerly of Montgomery Drive, together with the east one acre of a portion of the NE 1/4 of the SW 1/4 lying south of the North 433.5 feet and north of the SIRR rights -of -way. Commonly known as Tax Parcel Numbers 45093_9018 and 45093 -9050. See Zone Change File Number ZE -23 -89 for conditions related to this Restricted Industrial zoning as found in the Spokane County Planning Department files. 4 f. First American Title y1�R,eq:r" INSURANCE . COMPANY Filed for Record at Request of Judith R. Kamp :' LUKINS G ANNIS ..norr�.0 aon¢m.w.an anrt�® «.s.w�w re,srrwncw ¢nrt. s•a I..wn.o,a ma ` 793 r.4365 t.1. Quit Claim Deed THE GRANTOR, JOHN M. SNEAD, III, dealing in his separate property' for ..d W wmldn.0nn v 1 / / transfer to fund trust mm" .nd ryll d.im. IC JOHM M. SNEAD, III, CNILDAENB TRUST dated December ,'1985, (/ the fo0owln( dr.rdhrd red enle; .iro.trd In 16.Yeuntl 61 'Spokane -- i - Sure of lrsolt1 ma, I64dhm sidr .B Jla squired ride of the ar.mar (rl drcaia: _ . GROUND ONLY That portion of the South half of the South half of the Northwest Quarte of Section 9 Township 25 North Range 44 E.W.M. described as follows: Begin at the centerline intersection of Bowdish Road and Jackson Avenue; thence South 89 °32 West along the centerline of Jackson Avenue a distance of 155.0 feet; thence South 00 ° 08'16' East, parallel with the East line of said Northwest Quarter a distance of 30.00 feet to the South right -of -way line of Jackson Avenue which is the true point of beginning; thence continuing South 00°08'16' East a distance of 260.00 feet; thence South 89 °32'30' West parallel with the centerline of Jackson Avenue, a distance- ,k of 174.35 feet) thence North 00o30 West a distance of 260.00 feet to the South right -of -way line of Jackson Avenue; thence / North 89 ° 32'30' East, along said right -of -way line, a distance of ` 176.00 feet to the true point of beginning. // �/ 9 "J 3z) Dow this 30 d•I I cember //' /��/� • 19 85 'SRR X. SNEAD, III STATE OF WASHINGTON. ` Count, of Spokane 0. 61. d.7 pe...ull, .,,. rd Wme oy JOHN 11. SNEAD, III ro ne ko.oa In he the Indi.idu.l do ,Hmd le sed e66 Ymded do . 111,1 - .nd f- myroinit Inar6mrnl -A Ykn.elr.•d It., he .Lord du Yrm Y his fro. Yd reI,mury M sod font for the ur .nd rv. Ihrrcln mrmlened. GIVEN •nd,r my hind .nd 6114191 out this .l' O'-d.7 e1 Uaccmbc5, IOS5. n4 ors.41" STATUTORY DEED f T. WASH. Q � 0 D 118Pau 1123 THE GRANTOR WILLIAM J. LAWSON and C OL LAWSON, husband and wife, for and in consideration of Ten Doll re ($10.00) and other good and valuable consideration, in hand aid, c Mays and warrants to B.R.G., a Washington general part ership,7t following described Y real estate, situated in the County of Spokane, State of Washington: Parcel B That portion of the South he f of the South half of the Northwest Quarter of Section 9, Towns ip 25 North, Range 44 E.H.H. Spokane County, Washington, deacri ed as follows: mE /.Ss 3J'k rnE' i5 .Sa 9 / 0 When Recorded Return to, BENNETT 6 AS(IENBRENER E. 9415 Trent Ave. Spokane, WA 99206 Begin at the centerline 'ntersect'an of Bowdish Road and Jackson Avenue,. thence South 8 32'30• 'set, along the centerline of Jackson Avenue, a diet ce of 580.00 feet; thence South 00 08'10• East, parallel with t e East line of said Northwest quarter, a distance of 30.OD fee to the South right of way line of Jackson Avenue and the True P int of Beginning; thence continuing South 00 08'10• East a dista a of 60.00 feet; thence South 89 32 West a distance of 64.17 eet; thence South 50 53 west a distance of 249.71 feet to a int on the Northeasterly right of way line of Montgomery Orive, aid point is on a curve concave to the Southwest having a radius 1030.00 feet, a radial line through said point bears North 41 41'13" East; thence Northwesterly, along said Northeasterly ght of way line through a central angle of 9 25 ", an arc stance of 169.54 feet to the beginning of a curve concave to t e East having a radius of 25.00 feet; thence Northwest, No th and Northeasterly, through a central angle of 108 57'29•, an a c distance of 47.54 feet to the beginning of a curve concave to aSoutheast having a radius of 335.88 feet; thence Northeast a d Easterly, through a central angle of 38 19'39 ", an arc distan a of 224.68 feet to end of curve and a point on the South righ of way line of Jackson Avenue; thence North 89 32 East, alo g said right of way line, a distance of 187.69 feet to the True oint of Beginning; EXCEPT 08e portions conveyed to Spokane County as described in Right o Wey Deeds, recorded under Auditor's File Nos. 7308210258, 730821 59, and 7308210263. 1991 general real estate property taxes; Easement for I Oz *c r l ibutio. as, Egress and Utilities in favor of ownero, ssrs and assigns of parcel. referred to as Lots A, E and dated March 22, 1991; Right of Way Easement in favor ohe Washington Water Power Company for an electrical d line and telephone system with the right to inspect said line and to remove brush and trees recorded September 13, 1940 under Recording No. 457727A; Reservations contained in deed, Spokane Valley Irrigation District No. 30, Grantor, recorded on May I.. P.le an 9 100004375 1 lnc - 'Sr spy !nE-�srofly When Recorded Return to: BENNETT L ASHENBRENER E. 9415 Trent Ave. Spokane, WA 99206 i i tYC; G" \ rllC; nc Iu:nu;.r.I':I Jp�ry6AMCRICAPTIE Ara 9 2 2e FN '91 WLLIA4 E 00HAIWE 4Uallen SPOKANE. COUNIT. WASN. Vol. 11 b 1 PAGE 1115 STATUTORY WARRANTY DEED THE GRANTOR NORTH VALLEY BUSINESS PARE, a Washington general partnership, for and in consideration of Ten D913ars (510.00) and other good nd valuable consideration, in hand paid, conveys and warrants tVWILLIAM J. LAWSON and CAROL LAWSON, husband and wife,` the following described real estate, situated in the County of Spokane, State of Washington: That portion of the West 1890 feet of the South half of the South half of the Northwest Quarter of Section 9, Township 25 North, Range 44 E.N.M., Spokane County, Washington, lying within the following two parcels: Parcel A That portion of the South half of the Northwest Quarter of Section 9, Township 25 North, Range 44 E.W.M. Spokane County, Washington, described as follows: Begin at the centerline intersection of Bowdish Road and Jackson Avenue, thence South 89 32 along the centerline of Jackson Avenue, a distance of 580.00 feet; thence South 00 08 East parallel with the East line of said Northwest Quarter, a distance of 30.00 feet to the South right of way line of Jackson Avenue; thence continuing South 00 08 East a distance of 60.00 feet to the True Point of Beginning; thence South 89 32'30" West a distance of 64.17 feet; thence South 50 53 West a distance of 249.71 feet to the Northeasterly right of way line of Montgomery Drive, said point 'I- on a curve concave to the Southwest having a radius of 1030.00 feet, a radial line through said point bears North 41 41 East; thence Southeasterly, through a central angle of 9 12 an arc distance of 165.45 feet to end of curve; thence South 39 06'34" East a distance of 50.26 feet; thence North 50 53 East a distance of 145.05 feet to a point 580.00 feet West of the centerline of Bowdish Road, measured along a line parallel with the centerline of Jackson Avenue; thence North 00 08 West parallel with the centerline of Bowdish Road, a distance of 225.00 feet to the True Point of Beginning; EXCEPT those portions conveyed to Spokane County as described in Right of Way Deeds recorded under Auditor's File Noe. 7308210258; 7308210259 and 7308210263; Parcel B• That portion of the South half of the South half of the Northwest Quarter of Section 9, Township 25 North, Range 44 E.W.M. Spokane County, Washington, described as follows: Begin at the centerline i ntersection of Bowdish Road and Jackson coma law P id . 910000437:1 SaL Aa4. Pd V.P9 sb 1 01. 'SKIP" CHIUle4G SpA. C.My T,.. Vol. 1181PAGE 1116 A nue, thence South 89 32130• West, along the centerline of Jackson Avenue, a distance of 500.00 feet; thence South 00 08110 - East, parallel with the East line of said Northwest Quarter, a distance of 30.00 feet to the South right of way line of Jackson Avenue and the True Point of Beginning; thence continuing South 00 08.10" East a distance of 60.00 feet; thence South 89 32 West a distance of 64.17 feet; thence South 50 53'26" West a distance of 249.71 feet to a point on the Northeasterly right of way line of Montgomery Drive, said point is on a curve concave to the Southwest having a radius of 1030.00 feet, a radial line through said point bears North 41 41 East; thence Northwesterly, along said Northeasterly right of way line through a central angle of 9 25 an arc distance of 169.54 feet to the beginning of a curve concave to the East having a radius of 25.00 feet; thence Northwest, North and Northeasterly, through a central angle of 108 57'29", an arc distance of 47.54 feet to the beginning of a curve concave to the Southeast having a radius of 335.88 feet; thence Northeast and Easterly, through a central angle of 38 19 ", an arc distance of 224.68 feet to and of curve and a point on the South right of way line of Jackson Avenue; thence North 89 32 East, along said right of way line, a distance of 187.69 feet to the True Point of Beginning; EXCEPT those portions conveyed to Spokane County ae described in Right of Way Deeds, recorded under Auditor's File Nos. 7308210258, 7308210259, and 7308210263. SUBJECT TO 1991 general real estate property taxes; Right of Way Easement in favor of The Washington Water Power Company for an electrical distribution line and telephone system with the right to inspect said line and to remove brush and trees recorded September 13, 1940 under Recording No. 457727A; Reservations contained in deed, Spokane Valley Irrigation District No. 10, Grantor, recorded on May 7, 1959 under Recording No. 621362B for construction, repairs and maintenance of ditches, flumes, pipelines and electrical lines; Easement in favor of The Washington Water Power Company for the right to erect, construct, reconstruct and maintain underground distribution line recorded on June 26, 1985 under Recording No. 8506260134; Memorandum of Lease wherein Lessor is Fred Meyer Properties, Inc. and Lessee is Roundup Co. recorded March 26, 1976 under Recording No. 7603266001148. Dated this /a day of / r 1991. NORTH VALLEY BUSINESS PARE By �ou e...eu.�i� . ,dRc3,r(F f A OW ILLS CORPORATION /� Rob rt A. Bonne 1 , President � By: NORTHW000 PROPERTIES , INC. Theodore G. Gunning, Pro. iden STATE OF WASHINGTON ) ee. COUNTY OF SPOKANE ) On this day personally appeared before me ROBERT A. BONUCCELLI, President of Meadow Hills Corporation, and THEODORE G. GUNNING, President of Northwood Properties, to me known to be the General Partners of NORTH VALLEY BUSINESS PARK the Washington General Partnership that executed the foregoing instrument, and ��5 S° RF tE1YEU T'r f j`1 1 / � fI1f00'1RlCUR0E ''. �'kCt 5`�J °I `• P10VtE TRPNSAMIRIG T171E �.. X104090217 ` pfo 9' 2'ze PN 91ir�rY° ✓YI �. -:. /SJ 3✓ VIILIAN E. boxANUET M SPOKANE COUNT � When Recorded Return tot SENNETT L ASHENBRENER E. 9415 Trent Ave. ':: Spokane, WA 99206 - y STATUTORY WARRANTY DEED 1 THE GRANTOR NORTHWOOD PROPERTIES, INC., a Washington corporation, formerly GUNNING BUILDERS, INC., a Washington corporation, for and in consideration of Tan Dollars (510.00) and other good and valuable consideration, in hand paid, conveys and warrants to WILLIAM J. LAWSON and CAROL LAWSON, husband and wife, the following,... described real estate, situated in the County of Spoken e,.Stata Washington: - -- Parcel A That portion of the South half of the Northwest Quarter of Section 9, Township 25 North, Range 44 E.W.M. Spokane County, Washington, described as follows: Begin at the centerline intersection of Bowdish Road and Jackson Avenue, thence South 89 32'30 along the centerline of Jackson Avenue, a distance of 580.00 feet; thence South 00 08 East parallel with the East line of said Northwest Quarter, a distance of 30.00 feet to the South right of way line of Jackson Avenue; thence continuing South 00 08 East a distance of 60.00 feet to the True Point of Beginning; thence South 89 32'30' West a distance of 64.17 feet; thence South 50 53'26' West a distance of 249.71 feet to the Northeasterly right of way line of Montgomery Drive, said point is on a curve concave to the Southwest having a radius of 1030.00 feet, a radial line through said point bears North 41 41 East; thence Southeasterly, through a central angle of 9 12'13', an arc distance of 165.45 feet to end of curve; thence South 39 06'34' East a distance of 50.26 feet; thence North 50 53 East a distance of 145.05 feet to a point 580.00 feet West of the centerline of POwdish Road, measured along a line parallel with the centerline of Jackson Avenue; thence North 00 08 West parallel with the centerline of Bowdish Road, a distance of 225.00 feet to the True Point of Beginning; EXCEPT those portions conveyed to Spokane County as described in Right of Way Deeds recorded under Auditor's File Noe. 7308210258; 7308210259 and 7308210263; EXCEPT any portion lying within the West 1890 feet of the South half of the South half of the Northwest Quarter of Section 9, Township 25 North, Range 44 E.W.M., Spokane, County, Washington. AND EXCEPT any portion lying within Jackson Road. Parcel 0 That portion of the South half of the South half of the Northwest Quarter of Section 9, Township 25 North, Range 44 E.W.M. Spokane County, Washington, described as follows: Begin at the centerline intersection of Bowdish Road and Jackson P.W e. 5100004374 See Aet Pd -7 osp. od' 1 ..' 02 'SW CHMG voi.11 K 1 rncE 11 i Avenue, thence South 09 32 Wont, along the centerlino of Jackson Avenue, a distance of 580.00 feet; thence South 00 00 East, parallel with the Bast line of said Northwest Quarter, a distance of 30.00 feet to the South right of way line of Jackson Avenue and the True Point of Beginning; thence continuing South 00 08 East a distance of 60.00 feet; thence South 89 32 West a distance of 64.17 feet; thence South 50 53 West a distance of 249.71 feet to a point on the Northeasterly right of way line of Montgomery Drive, said point is on a curve concave to the Southwest having a radius of 1030.00 feet, a radial line through said point bears North 41 41 East; thence Northwesterly, along said Northeasterly right of way line through a central angle of 9 25 ", an arc distance of 169.54 feet to the beginning of a curve concave to the East having a radius of 25.00 feet; thence Northwest, North and Northeasterly, through a central angle of 108 57 ", an arc distance of 47.54 feet to the beginning of a curve concave to the Southeast having a radius of 335.08 feet; thence Northeast and Easterly, through a central angle of 3B 19 ", an arc distance of 224.68 feet to end of curve and a point on the South right of way line of Jackson Avenue; thence North 89 32'30" East, along said right of way line, a distance of 187.69 feet to the True Point of Beginning; EXCEPT those portions conveyed to Spokane County as described in Right of Way Deeds, recorded under Auditor's File Nos. 7308210258, 7308210259, and 7308210263. EXCEPT any portion lying within the West 1890 feet of the South half of the South half of the Northwest Quarter of Section 9, Township 25 North, Range 44 E.W.M., Spokane, County, Washington. AND EXCEPT any portion lying within Jackson Road. SUBJECT TO 1991 general real estate property taxes; Right of Way Easement in favor of The Washington Water Power Company for an electrical distribution line and telephone system with the right to inspect said line and to remove brush and trees recorded September 13, 1940 under Recording No. 457727A; Reservations contained in deed, Spokane Valley Irrigation District No. 10, Grantor, recorded on May 7, 1959 under Recording No. 6213628 for construction, repairs and maintenance of ditches, flumes, pipelines and electrical lines; Easement in favor of The Washington Water Power Company for the right to erect, construct, reconstruct and maintain underground distribution line recorded on June 26, 1985 under Recording No. 8506260134; Memorandum of Lease wherein Lessor is Fred Meyer Properties, Inc. and Lessee is Roundup Co. recorded March 26, 1976 under Recording No 7603260148. Dated this �day of 1991. NORTHWOOD PROPERTIES(, INC. COUNTY OF SPOKANE so. On this day personally appeared before me THEODORE GUNNING and DIANE D. GUNNING, to me known to be the President and Secretary, 2 STATE OF WASHINGTON 12fi3pa1359 1 92 O21AOOG6 RECUIP FRED OP, r Rl\SC *'alo'pe1 -3 I� REOUFSt" IRARSAMEIICA TRIP, 1 Whey Rmnrdel R.I. fIX - 20 (111 0ENNETT &ASIIENBRENER \y/ JCo —ll� DEB IB IB E 9415 Trent Ave. PP 0 r;:!• '•!411E Spakaw. WA 99]116 a'I . • • :, sPDfi6xL LGnH I f. riASll. QUIT CLAIM DEED'' "' • $Uft THE GRANTOR NORTHWOOD PROPERTIES, INC., a Washington corporation, a Washington corporation, for and in consideration of Ten Dollars (SI and other good and valuable consideration, in hand paid, conveys and quit claimVe NORTI{ VALLEY BUSINESS PARK - PHASE 1, a Washington General Partnership, the following described real estate, situated in the County of Spokane, Suite of Washington, including any interest therein which grantor may hereafter acquire: Lot C: That portion of the South half of the South half of the Northwest quarter of Section 9, Township 25 North, Range 44 E.W.M., described as follows: Begin at the centerline intersection of Bowdish Road and Jackson Avenue; thence South 89 32'30" West, along the centerline of Jackson Avenue, a distance of 580.00 feet; thence South 00 08'RP East, parallel with the East line of said Northwest quarter, a distance of 30.00 feet to the South right of way line of Jackson Avenue and the True Point of Beginning; thence continuing South 00 08'10" East, a distance of 295.00 feet; thence North 89 32'30" Enst, parallel with said Jackson Avenue, a distance of 425.00 feet; thence North 00 08'10" West, parallel with said East line, 295.00 feet to the South line of said Jackson Avenue; thence South 89 32'30' West a distance of 425.00 feet to the True Point of Beginning, Situate in the County of Spokane, State of Washington. / 77 9200002136 Dated this day of 199E r. I.. rwa — '.Ia A.. Pd. / S'�•D NORTHWO D P y7 IES, C. t Sp. IC vMy CHR m C nn Spo / ��j a�i,9 'yam THEO ORE G. GUNNING, President DIANE D. GUNNING, Secretary STATE OF WASHINGTON ) ss. COUNTY OF SPOKANE ) On this day personally appeared before me THEODORE G. GUNNING and DIANE D. GUNNING, to me known to be the President and Secretary, respectively of NORTHWOOD PROPERTIES, INC. the corporation that executed the foregoing instrument. and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on with stated that they are authorized to execute the said instrument, GR�rhand cial seal this /7 7 day of January, 1992. Notary Public in and fe the Stale of Washington, residing at Spokane. _ S 's My commission expires: T / - s 784 174 XM- r, YWI CROSS EASEMENT AND PARTY WALL AGREEMENT ' THIS AGREEMENT made as of the-lst day of November, 1985,' by and between - NORTH- VALLEY BUSINESS PARK, PHASE a'Wash- - -- ington general partnership, whose General Partners are NORTHWOOD PROPERTIES, INC., a Washington corporation, and MEADOWHILL CORPORATION, a Washington Corporation ("North Valley") and-JOHN SNEAD, individually -( "Snead"). North Valley has conveyed to Snead certain real property (Building 18 the "Snead Property ") located in Spokane County, state of Washington and legally described as: That portion of the South Half of the South Half of the Northwest Quarter of Secti 9, Township 25 Nort Ran ge 44 E.W.M: �ceci]SFT - S A"fdlls- '""� ow Begin at the centerline intersection of Bowdish Road and Jackson Avenue; thence South 89"32'30" West along the centerline of Jackson Avenue a distance of 155.0 feet; thence South 00 "08'16" East, paral- lel with the East line of said Northwest Quarter a distance of 30.00 feet to the South right -of -way line of Jackson Avenue which is the True Point of Beginning; thence continuing South 00"08'16" East a distance of 260.00 feet; thence South 89 ° 32'30" West parallel with the center- line of Jackson Avenue, a distance of 174.35 feet; thence North 00 °30 West a distance of 260.00 feet to the South right -of -way line of Jackson Avenue; thence North 89 "32'30" East, along said right -of -way line, a distance of 176.00 feet to the True Point of Beginning; Situate in the county of Spokane, state of Washington. North Valley is the owner of certain real property (Building IA, the "North Valley Property") which is immedi- ately adjacent to thu Snead Property in Spokane County, state of Washington, and legally described an L E lair T. LWµ mw �E•_ 22 TjJ $"— Cu.y Ihr4 as Qer 784 fltE 175 That portion of the South-Nalf of the South Nalf of the Northwest Ouaartc of Section 9,_ Township 25 North, 9 e 44 .po , con. described as follows: Begin at the centerline intersection of Bowdish Road and Jackson Avenue; thence South 89 °32'30" West, along the center- line of Jackson Avenue, a distance of 155.00 feet; thence South 00 °08'16" East, parallel with the East line of -said Northwest Quarter, a distance of 30.00 feet to the South right -of -way line of Jackson Avenue; thence continuing South 00 °08'16" East a distance of 260. Parallel OOfeet; thence South B9 °32'30" West, with the centerline of Jackson Avenue, - a distance of 174.35 feet to the True Point of Beginning; thence North 00 °30'SOU A distance of 260.00 feet to the right -of -way line of Jackson a lone thence South B9 °32'30" West, no right -of -way line, a distance of 234.00 feet to a point which is 565.00 feet West of 'the centerline of Bowdish Road, measured Along the South right -of -way line of Jackson Avenue; thence South 00 °08'16" East, parallel with the East line of said Northwest Quarter, a dis- tance of 260.00 feet; thence North B9 °32 East a distance of 235.65 feet to the True Point of Beginning. A warehouse /office building is located on the Snead Property (Building Ill) , and a warehouse /office building is located on the North Valley Property (Building JAI. The east wall of Building IA and the west wall of Building 18 form a common wall and boundary between the Snead Property and the North Valley Property. North Valley and Snead own a fee simple interest in the respective parcels. The North valley Property and the Snead Property are collectively referred to herein as the "Project." For and in consideration of the mutual benefits of the parties to be derived therefrom, it- is- agreed.as follows: -2- � °" 784 rea 176 � I i l84 r u 177 I. CREATION OF CROSS EASEMENT any alteration of the warehouse /office building on Stn i 1.1 North Valley hereby grants and conveys to Snead parcel; provided, however, no openings may be cut in the an easement for ingress and egress in favor of the Snead Prop- (I _ wall, and the wall may be put to no use that will impair its arty over the North Valley Property, and Snead hereby grants ' strength or injure the commercial building of the other and conveys t0 North Vall an easement for ingress and ( party. , egress in favor of the North Valley Property over the Snead 'i 2.3 Either party may if reasonably necessary, repair Property. - 1 or rebuild the all or any addition thereto; provided, 1.3 This grant of easement is superior and paramount to however, any such party adding to, repairing or rebuilding the rights of any of the parties hereto in the the wall shallt (a) leave the wall in as good or better respect of .� serving the estate so created. This grant of easement shall condition as it existed prior thereto, and (b) use good j be permanent and shall run with the land and shall be binding j materials and workmanship and conform in all respects with on, and shall inure to the benefit of, the parties hereto, applicable building laws. All costs and expenses reasonably their heirs, successors, or assigns. i Iii incurred in repairing or rebuilding the wall shall be shared 1.7 The North Valley Property and the Snead Property, equally between the parties her and half of such costs and i the real property burdened with the easement, have been zoned ! ex ens es shall be paid to the party making the same by the p i as restricted industrial, for the purpose of developing a ;� owner of the other parcel on demand. business park. A vacehou ee /office building which will be 1 2.4 The benefits and burdens of the covenants containe leased to commercial tenants is located IN Section II shall be permanent and run with the Snead on said property. The owners and 17 Property and the North Valley Property as long as the wall occupants of the Snead Property and the owners II bind and inure to and occupants of the North Valley Property shall have seeeea ' ! continues to exist. Such covenants shall i to, and the right to 9 the benefit of the parties and their heirs, legal represen- use all common areas, defined as all areas and facilities outside the premises and within the .:; -'� tatives and assigns. boundary line of the Project, including parking areas, III. MISCELLANEOUS loading and unloading areas, trash areas, roadways, sidewalks, j 3.1 North Valley and Snead agree to pay their pro rata walkways, driveways, share ( "Proportionate Share ") of the expenses described in parkways, and landscaped areas; and j ;� further shall have access to gas lines, power lines, trans- this paragraph as follows: j formers, telephone lines, septic tanks, dry wells, and drain (1) Snead: Snead's Proportionate Share shall levied i fields as needed for repair and maintenance. ho the ratio of the total expense against the Project that the total number II. PARTY WALL AGREEMENT square feet in Building 1B (11,100 total leasable �'I S feed bears to the 2.1 The east wall of Building IA and the west wall of square feet (30,343 square feet) in the Building 1B is a party wall,,and the parties hereto each have Project or 36.6 %. n right to its joint use. �. `{ (2) No Valley North Valley 's Proportion- 2.2 Each party may continue in the present use of the � ate Share shall be the ratio of the total '" Project that ; expense levied against the . wall, including continuation of such use in connection with i -3 � ` o Yil. n 784 rrtt 178 the total number of 'square feet in Build- ' Jag IA (19,243 square feet) bears to the total leasable square feet (30,343 square feet) in the Project or 63.41. .. (a) Taxes. Until separate tax parcel numbers are issued, North Valley and Snead shall pay their Propor- tionate Share of all real property taxes and general assessments levied and assessed against the Project. Upon the issuance of separate tax parcel numbers, each party shall pay the real property taxes and general assessments levied against that party's property. North Valley and Snead shall pay before delinquency all taxes, assessments, license fees and other charges that are levied and assessed against each party's personal prop- erty installed or located in or on the premises that become payable during the term. (b) Insurance North Valley and Snead shall pay their Proportionate Share of the fire and extended coverage insurance to be maintained with respect to the Project. The insurance policy shall be issued in the name of North Valley, Snead, all tenants covered, and the lender as their interests may appear. (c) Maintenance of common Areas North Valley and Snead agree to pay their Proportionate Share of the maintenance of all common areas, defined ac all areas and facilities outside the premises and within the boundary line of the Project, including parking areas, loading and unloading areas, trash areas, roadways, sidewalks, walkways, parkways, driveways, and landscaped areas, Said maintenance includes snow removal. 3.2 North Valley and Snead shall pay for all utilities and services furnished to or used by them respectively, including, without limitation, gas, electricity, water, telephone service, garbage collection, and all connection charges. -5- -6- 784 179 r:.c r. 3.3 Snead and Nor th Valley shall maintain, in good .� condition, the Snead Property and North Valley Property .. respectively, including the following: (a) The structural parts of.the warehouse, which ); structural parts include the foundations, beating and exterior walls, subflooring, and roof: (b) The unexposed electrical, plumbing, and sewage including, without limitation, those portions of systems the systems lying outside the premises: 1 .! (c) window frames, gutters, and downspouts; and (d) Heating, ventilating, and air conditioning 1 systems servicing the p remises. required pay ment 3.4� If either party falls [o make any pa ,1 hereunder, the nondefaulting party may cure the default, with de `_salting 1 said payment becoming a lien on the property of the r party to be foreclosed as a mortgage. ' the SneeL 3.5 In the event Snead desires [� dispose of 1 portion thereof or an interest therein, P or any North Valley desires to dispose of the North I.. in the event thereof or any interest Valley Property, or any portion in fact has received a bona therein, to a third party, and from said third party, the �... fide offer to purchase the same receipt to the parties herein shall submit the offer upon and grant to the other party a right to acquire 4 other party in any then outstanding said Property at the price contained be accepted within bona fide written offer. The offer must i I thirty (301 days Or it will be deemed reiected. 3.6 Upon election of either party to bring suit to enforce Q covenant of this Agreement, including suit to required hereunder, the prevailing p arty collect any payment sum as attorney's shall be entitled to recover a reasonable with such suit, 1 fees and ill costs and expenses in connection be included in any judgment or decree which sums shall entered in such suit. i 1 i -6- UvM. P e, r4 E. r ,.. - 8608270358 EASEMENT � j(I, OdeJ Elcq 771 job– KNOW ALL MEN BY THESE PRESENTS: ParcPl 09;43 - 9049 ' Fw eM lncWSdemlbn ol Tw'ra llund rnl Dnllarn ( ,I M~1gned. Mlr.nanp lee••ed tp asCanfw(S), hereby grants a pemeluat easement to Pac11k NwlMVesl Bell Telephone Conoamy, a Washiogtwl cpy alO. Its successive and assigns, MnIs alley referred to a$ GOnlee. with the light. privilege aim authority b dace, ..,ir kt maintain. Inspect. reconstruct. repair. toplaeo, mnwo.14 k." obswoes door fiv., nlee s Iap�Nres cnVlbyol_ buried communication lines, above arou _ cfu::u ire n. n J CC - - S pp i nr• alu icm .aGi nets and other amonlanarkes asrho Grantee may LOm pole In limo rew4re w7r, across. open aim rimer me Mle•naner mcrOdl propedyslblledln SPO Celmty.Smad WAS!! INGTON aldrcdesclrhpd as folkwr t' That sorties of the East half of Section 9, Township 9 25 Ner[h, Kange I 1 44 East of the Willamette Meridian, Spoke a oils y, as ang on ' cu a as: ._.... . `s 1; a COMMENCING the intersection of the centerlines of Wilbur Road and Mansfield Avenue; thence N 4° 26' 55" E along said centerline of Wilbur'-Road, a distance of 40.40 feet; thence N 85° 33' 05" W perpen- dicular to said centerline„ a distance of 15.00 feet to a point on the ;.� S westerly right -of -way line of said Wilbur Road: thence continuing N 85° 33 05" 14, a distance of 20.00 feet to the Point of BEGINNING: thence continuing N 85 33' 05" w a distance of 5.00 feett thence N 4° 26' 55" E parallel with said westerly right -o£ -way line, a dis- tance of 5.00 feet; thence S 85 33'05" E a distance of 5.00 feet; ' thence S 4" 26' 55' If parallel with said westerly right- - Pf�.� r .-ti• a distance of 5.00 feet to the Point of Beginning. J Ca 7 g4;ti -j Close lax Paid on i% - 09693 ( Sale A.I. a 66)P' C f ' QE. "SKIP" MILGCRG i SPOI CF/my I Qhhlbb shall n1 all Incas love the right of IW aim free Egress to aim egress hwn saE wgerIs r .. .... CVO 'np I tim.alendi first Grantee shasM r esponslge lw as dams, pia M lacienlw visag Iran Gllnlf! A •nb ( am privileges herein granted. r Grantor reserves the rlghl to use IM easement tw eM mimes as long as net inccrls ailh nor an invade s- / rgM1tspmnled Grantee Mreln. '�• y, y d. the rlghla, cond aim ca. s a[ the eas w sMS me w to IM rr benefit M std M analg upon the Mfrs, a ecul.YS. adminlsbaloO,aucce ccasSO assigns ollM respadwe pmlbs M1010 J In wllness whereof the undersigned has execuled Ibis lnsbumenl this 3s u' l a( 19_ c. t Witness: By– �i:�l': /s_� 'a:aa .-- nse.� Nm'1 hr, 1'r vii 1 It� r, n � I,:rlc v,rnu ws pMbMYaI ACeMwNdvrmmtl Ie ,_ oroo , al° aclrwMMV rrnrn, •) slel"W 1 `( Stated --- WAJN,NSfan' ..__ CounlY d J u Canhd ��I.t9NL___– } an Na it.YPnramahy rrpear"O.1. (h I"n na\Mrf.MnT il,'.1 hr"^f _, Lc! /c2ysc J.__ bbxn to mewMllw Mr4Ard __ —__•rim U «NN xd.ru nm M'na•n rr.! / I[__ IM laapovpbslrrlmrrl NaarW.MpNmal _ Rta,rJ.+r•4Y_ %A /c.t /, /O._.___ slgnadlM U «I OId dint rwmnlen lMl r.rcrrlerr Ile nry' „^anslnlrcM. dead, lw lM UaeaaMMrpprrr Mr"b manllMed. !N a r •rvuN •.N rmrrrvnl b I'! Ir,. "rr aq Mlrmlary aI I aN IM(d d sad [(•[C•alsm hr Inf u)rf aq rirM UMer myMMaN dne41ae4 rNa dsY rr.ens lnere.nn\•.nimlaNm Nln flrlN r•aI NC_ d .IP •x nnnllxn:N h•I•!na"uJ nnnnnelMFVn dlM CONO.IOr ar . 1 r ✓.Err. r.al,IrM J/ ... n. t N ✓ ____ rMJF• N.i•rY nar.M�.r \•IY nMMr! Mn”. \IYwnx.r4•n"'rr.r. r. 4.Y.wYN. ' r...MY •r r,.., r.y rl - l,•1•,r ♦w'�. ,..I � f Y an ae' IT.`!? 1!^ nt"+ sl. ry. rxy.. r.. rs,.r..A,tb.rnaw.•'rl•.Mnl.' :— '•fMre\' ^ ^f"f...ri{PyY�, x f':'r l.1 L / L: _ -- --- 8 60827 059 EASEMENT til" till rw ,7./a j I OSpJ420 1 O P/W Pelemnee b' 6 / 94o /p,i I � KNOW ALL MEN BY THESE PRESENTS: Parc.l Ice SqJ - 9042 / Foram �ncrosgnravre of l'..•Jr Il rrr'i / '•: •1 L•r 1. l��r:: (Cn Un.Unl ,IneuMCrslpned, terekello/relerredb Tianlwlsh h1mey grants a penpelual eutenqu I. Paclllp Nonhrvael Dell TeIC hon. J p e au,, Wpiry U1 Fgrporalkn, G r�ttun essyns suec erq . Ilemirlellm lelerted re to as Gnlee, will, the light. prMleg, ar mq aull to 0 FAac MacC. cpnelrud, G1 mryin,Nnyc1, MCVrtlrud,rr:palr,rnplace. rorrgvn vq kcL'p Wilados ClCarhpn Gunloe'slazlelksemsalegol� telephone egu i Fn_nt_cani ne ts___ ! {F vrd other a000lon.m,es as IM Games may fom time to lime r Wn, acm. aeon, upon and sedol Ine heminallor Ooseeippd "opauyellualedln SPnKnOR Gounly,Slahl.I_WA=h3T endlsdesalbedaslolkws: 3 That portion of the West Half of Section 9, Township 25 North, Range dddd 44 East of the Wil lamette Meridian, iiid ST57aane (.30Sty- described - as: J. s CDFL'IE;ICING at the most northwesterly corner of that parcel of land as shorJn and described on that Record of Survey recorded in nook 16 �i of Surveys, page 22, under Auditor's File 11 700921098, said Spokane County; thence S 0. 00' 30" W along the west line of said parcel, a distance of 284.93 feet to a point on the northeasterly right-of-way - y line of Montgomery Drive, said point being on a curve, the center of 8 whir.h bears S 47. 07. 03" W, a distance of 1030.00 feet, thence south- - easterly along said right -of -way line and the arc of said curve through a ce:ltral angle of 3 46' 04 ", a distance of 67.73 feet to A the point of tangency of said curve, the Point of BEGINNING; thence northwesterly along said right -of -way line and the arc of said curve through a central angle of 0 33' 23", a distance of 10.00 feet, thence n 50 53' 07" E non - radially to said curve, a distance of 10.05 feet, thence 5 39 06' 53" E, a distance of 10.00 feet; thence S 50 53' 07" W radially to said curve, a distance of 10.00 feet to the Point of Beginning. +ranee sna!l at all vows have the slight a ke and Ire. In, to aM epmu bom aa' pmpedv desc,0ed above. whh In. oMn"'arq•np Ihal G:anlee snap be rospon9nle kr all damaoe wood to Grants orhlnp hpn Granlpo'a oxamise .I Ine Iignb aMlYlrilnpw M"In grand. G "ores the light to use lM unamenI lw any purposes as" a no, NCOnsglenl Mln on , an im., t ceq.h lM rgnn gnn!wd Gran;.e ne"in. j The Plans. cordons arg wunsars d IM. easement shalt Inure to Ine bomb, of and be Want upon IM help, oxecvl.u. atrrvnienn:wa. rvrete.ra and aasyra of Ine reeoechve par l.. heat.. L/r Q / N.nlness wMreal in, urdvs`gned has ere[uteO lNf Instrument this _daYa Tory ,19. L,iu, Ta. P.;d on A+ — 09694 1 - • .AN�d.T. Dr:J�EG= a!a', -ae A_:�e"w � . 8 , O C "S o,ml, T E ii Sr•ola "e Cargy L.m p �j� ( Y — , /� - t Gunn lny, hull Jcrs Inr, )BA N.,t ml 1 Inc, IIMM1ewI acyrm�leapemnnl) a_i�/LQM rNG1e Sar Cn mt wrOrlenah amwreo wro j .:1• �lr..r.r. .�: a ne a M lr„lp. .tune rMtr /wym'J n.a:ry -!rn.' rPnaO)M ter eq.N l:n l.rm ea �Irn aMNrmrery eclaM ee�l.ly rM •ma.r ryrpraw rynFmnleivJ. Grm urvM m y ye ra era yrrl tl ee tl In e� by . rvn.r I•ar, w.rd rr" Ir. ar.l.,a . - -- B 7 rr v r (Caryools ackmood"pemeal) 6leleq_411.1 J(f(CC f. __ � ramba s�'erC +Nc On INS day wrsawh crow rnn wbn m. wla MnsY lnlaNle lln... P.d /''J / /� /Jr__O,f_ d IM carMaan Pet ernculM IM IpnpVrlp NfuumeM. aM ecbvrMo-eM ua Nelrurcnl l2 be Iln Iw eM Mmlary eel a,a Mw M YN fwfdelan. Ye Ile IneL era pnpttneIMrnNmenl eMprwlaeleleE •rte / e „A to erewb eetl YgIrVrvinlM W11N IM M fo'pYarYn . lnnnr.vM rrN lnrvler"IMM1L1..411 ;., /Y� a ,YA..v „aw er u.I L.II_rll.l... ! / �J, , ..I. J ,•• ..,.r �..J.,,e•. 4ili:7f VOL.ltOUPUFluud n HLCD OR ''ECO ROED �` .. ' .ECO- ' 'yyj %rSV99' REeuA CIRMSA6fEBIfAME YUl.11HQPIGE161Q 'A• L iss3�L APR 5 843 ' ` fo hown on Exhibit o i M e, N WILLIAM E. DONAHUI 9104050019 DUAATION The easement created and granted herein shall AUDITOR .y SPOKANE. COUNTY. RASR d o J ,y �S^ perpetual in duration. i f i/ •` O -. ( O > ba ``�Uj'Nl' - - ".� 5 - DESCRIPTION OF EASEMENT Grantors hereby create and e EASEMENT FOR INGRESS AND EGRESS AND UTILITIES - grant the following described easement for the benefit of Grantee .. FOR GOOD AND VALUABLE CONSIDERATION and for the mutual benefit'�^!,� ry', v for the purpose of ingress, agrees and for utilit services over Y ,_;. to be derived th ereby, the undersigned parties create and grant � and across the four separate and distinct easemendescriptions t r+ P s hin Easement and make the following recitals end covenantsx S more particularly set forth on Exhibit 'B• attached hereto and by .' ,:...,, 1. PARTIES " this incorporated herein. Each specific easement P p GRANTDR$i NORTH VALLEY BUSINESS PARE, a Washington "S' :';, '. description pertains to one of the specific parcels above 'referenced and the four of them taken together constitute the general partnership( �,� � � .. NORTHWOOD PROPERTIES, INC., a Washington corporation; overall easement description being created herein for the benefit of Grantee WILLIAM J. LANSON and CAROL LAWSON, husband and wife. .� GRANTEES Owners, successors and assigns of parcels i 6 BENEFICIAL INTER_STS The easement herein created is for /, .. " exclusive herein referred to as Lots A, B, C and D, the legal th e benefit of the owners, successors and assigns of the , - descriptions of which are more accurately eat forth on the �,.:� 'four specific parcels, the legal descriptions of which are set attached Exhibit •A• which is by this reference incorporated f o r t h on tha attached Exhibit "A•. i - herein. .. 7 - 7. BINDING AFFECT AND RUNNIN WITH THE LANDZ The easement _ 2 ` "OWNERSHIP OF REAL PROPERTY: The Grantors, each own and cleated and granted herein shall be binding upon the owners of the have title interest, four parcels not forth on the attached Exhibit "A', and their some right, and both legal and equitable, in one or more of the above referenced four parcels, set forth on the heirs, successor. and assigns and the said easement shall run with - the land. - attached Exhibit •A'. 3.} PURPOSE The purpose of creating and granting the GRAPHIC DESCRIPTION The arked e attached P lat' map, easement more specificall described below is to p y permit certain Exhibit •C• and by this reference incorporated herein, is provided easements for the benefit the for the benefit of the parties only and shall not be construed of parties and their successors and to interest for ingress, egress and utilities for the benefit of all supersede the legal descriptions set forth on attached Exhibits "A' EASEMENT - 1 a. t twr lu L+..ss EASEMENT - 2 Dw. �1pr p Sp-, . Ca.q Tars, i VOL. 118 0 PAGE 16 13 EXHIBIT •A" .. w a r + f` µ 'Thet' portion of the South half of the Northwest Quarter of Section Township 25 North, Range 44 E.W.M. Spokane County, Washington, described as follower �.: Begin at the centerline intersection of Bowdish Road and Jackson AVanue, thence South 89 32.30"Weet, along the centerline of Jackson Avenue, a distance of 580.00 feet; thence South 00 08 East parallel with the East line of said Northwest Quarter, a distance of 30.00 feet to the South right of way line of Jackson Avenue; thence continuing South 00 08 East a distance of 60.00 feet to the True Point of Beginning; thence South 89 32 Went a distance of 64.17 feet; thence South 50 53 West a distance of 249.71 feet to the Northeasterly right of way line of Montgomery Drive, said point in on a curve concave to the Southwest having a radius ., of 1030.00 feet, a radial line through said point bears North 41 41 Rant; thence Southeasterly, through a central angle of 9 12 an arc distance of 165.45 feet to end of curve; thence South 39 06 East a distance of 50.26 feet; thence North 50 53 East a distance of 145.05 feet to a point 580.00 feet West of the centerline of Bowdiah Road, measured along a line parallel with the centerline of Jackson Avenue; thence North 00 08 Went parallel with the centerline of Bowdiah Road, a distance of 225.00 feat to the True Point of Beginning; EXCEPT those portions conveyed to Spokane County as described in i Right of Way Deeds recorded under Auditor's File Nos. 7308210258; 7308210259 and 7308210263; ,, Parcel B . That portion of the South half of the South half of the Northwest Quarter of Section 9, Township 25 North, Range 44 H.W.N. Spokane County, Washington, described as follow.: Begin at the centerline intersection of Bowdiah Road and Jackson Avenue, thence South 89 32 West, along the centerline of Jackson Avenue, a distance of 580.00 feet; thence South 00 08 East, parallel with the Bast line of said Northwest Quarter, a distance of 30.00 feet to the South right of way line of Jackson Avenue and the True Point of Beginning; thence continuing South 00 08'10" East a distance of 60.00 feet; thence South 89 32'30" Went a distance of 64.17 feet; thence South 50 53 West a distance of 249.71 feet to a point on the Northeasterly right of way line of Montgomery Drive, said point is on a curve concave to the Southwest having a radius of 1030.00 feet, a radial line through said point EXHIBIT "A" - 1 b VOL. 1180PAGE1614 bears North 41 41.13' East; thence Northwesterly, along said Northeasterly right of way line through a central angle of 9 25.51', an are distance of 169.54 feet to the beginning of a curve concave to the East having a radius of 25.00 feet; thence Northwest, North and Northeasterly, through a central angle of 108 57.29", an arc distance of 47.54 feet to the beginning of a curve concave to the Southeast having a radius of 335.88 feet; thence Northeast and Easterly, through a central angle of 38 19 an are distance of 224.68 feet to end of curve and a point on the .� South right of way line of Jackson Avenue; thence North 89 32.30" East, along said right of way line, a distance of 187.69 feet to the True Point of Beginning; EXCEPT those portions conveyed to Spokane County as described in Right of Way Deeds, recorded under Auditor's File Noe. 7308210258, 7308210259, and 7308210263. <- Parcel C: That portion of the South half of the South half of the Northwest Quarter of Section 9, Township 25 North, Range 44 E.W.M., described as follower Begin at the centerline intersection of Bowdiah Road and Jackson Avenue; thence South 89 32'30"W, along the centerline of Jackson Avenue, a distance of 580.00 feat; thence South 00 08110"E, parallel with the East line of said Northwest Quarter, a distance of 30.OD feet to the South right of way line of Jackson Avenue and the True Point of Beginning; thence continuing South 00 08 "E a distance of 295.00 fact; thence North 89 32.3D"E, parallel with said Jackson Avenue, a distance of 425.00 feet; thence North 00 08'10"W, parallel with said East line„ 295.00 feet to the South line of said Jackson Avenue; thence South 89 32'30"W a distance of 425.00 feet to the True Point of Beginning. Parcel D: That portion of the South half of the South half of the Northwest Quarter of Section 9, Township 25 North, Range 44 E.W.M., described as follows: Begin at the centerline intersection of Bowdiah Road and Jackson Avenue; thence South 89 32.30"W, along the centerline of Jackson Avenue, a distance of 580.00 feet; thence South 00 08.10 "E, parallel with the East line of said Northwest Quarter, a distance of 30.00 feet to the South right of way line of Jackson Avenue; thence continuing South 00 08'10"E, a distance of 285.00 feet to the True Point of Beginning; thence continuing South 00 08 -10"E a distance of 10.00 feet; thence North 89 32.30 "E parallel with said Jackson Avenue, a distance of 425.00 feet; thence North DO 08 "W, EXHIBIT "A" - 2 VOL. 11 80 PACE 1615 .parallel with said East llna, 65.50 teat; thence North 89 32 -30 -E •a distance of 125.00 feat to the West line of Sowdieh Road, said line being 30.00 feet West of the 'net line of slid Northwest Quarter; thence South 00 08'10'B, along said West line a distance of 98.04 feet to a point 1021.00 feet South of the North 1 /16 corner as measured along the North -South centerline of said Section 9; thence South 89 32 "W a distance of 229.50 feet; thence South 00 08'10 "E a distance of 125.00 feet; thence North 89 32 "E a distance of 229.50 feet to said West line; thence South 00 08'10 "E, along said line, 181.1E feet to the South line of said Northwest Quarter; thence South 89 35'46 "W, along said South line, a distance of 455.23 feet to the Northeasterly line of Montgomery Drive; thence North 39 06.34 "W, along said line, a distance of 329.96 feet to a point which bears South 50 53 from the True Point of Beginning; thence North 50 53.26.9 a distance of 145.05 feet to the True Point of Beginning. :.( 'i EXHIBIT "A' - 3 MAR 22 '92 1711 SI;P6Di EW 54 5 F02 EXHinIT •n" CASEMENT DESCRIPTION VOL. 118 OP /OE 1616 wA An Ingress, Egress and Utility Easement over, under and across that Portion of the S 1/2 of the S 1/2 Of the NW 1/4 of Suction 9, T. 25 N, R. 44 E.M.M., described as follows: ..�' Begin at the centerline intersection of Bowdish Road and Jackson Avenue; thence S 89 "W, along the centerline of Jackson Avenue, a distance of 580.00 teat; thence S 00'08'10 "E, parallel with the East line of said NW 1/4, a distance of 30.00 feet to the South right ' Of way line of Jackson Avenue; thence continuing S 00 *08'10 "E a distance of 60.00 feet to the True Point•'. of Beginning; thence continuing S 00 "E a distance of 225.00 feet; thence S 50 "W, a distance of 145.05 feet to the Northerly line of Montgomery Drive; thence N 39'06'34 "W, along said Northerly line, a distance of 15.00 foot; thence N 50 "E a distance of 137.89 feet; thence N 00 "w a distance of 217.76 feet; thence N 89 "E a distance of 15.00 feet to the True P.O.B. .'Situate in the County of Spokane. Stato of Washington. c EASEMENT DESCRIPTION B ' An Ingress, Egress and Utility Easement over, under and across that portion of the S 1/2 of the S 1/2 Of the NW 1/4 of- Section 9, T. 25 N, R. 44 E.W.M., described as follows: Begin at the centerline intersection of Bowdish Road and Jackson Avenue; thence S 89'32'30 "W, along the centerline of Jackson Avenue, a distance of 580.00 feat; thence S 00 "E. parallel with the East line of said NW 1/4, a distance of 30.00 feat to the South right of way line of Jackson Avenue and the True Point of Beginning; thence continuing 5 00.08'10 "E a distance of 60.00 feet; thence 5 89'32'30 "W a distance of 15.00 feet; thence N 00 "W, a distance of 60.00 foot to the South line of said Jackson Avenue; thence N 89 ° 32'30 "E. a distance of 15.00 feet to the True P.O.B. Situate in the County of Spokane. State of Washington. EXHIBIT '8' - 1 EASEMENT DESCRIPTION Y01.1180PIGE1617 An Ingress, Eg reea and Utility Easement over, under and across that portion of the S 1/2 of the S 1/2 of the Nw 1/4 of Section 9, T. 25 M. R. 44 E.N.M., described as follows: Begin at the centerline intersection of Bordish Road and Jackson Avenue: thence 5 89'32'30 "w, along the centerline of Jackson Avenue, a distance of 580.00 feet; thence S 00 parallel with the East line of said NN 1/4, a distance of 30.00 feet to the South right of way line of Jackson Avenue and the True Point of Beginning; 'thence continuing S 00'08'10'E a distance of .295.00 feet; thence N 89 a distance of 15.00 feat; thence N 00'08'10 - N a distance of 295.00 feet to the South line of said Jackson Avenue; thence S 89 "w a distance of 15.00 feet to the True P.O.B. Situate in the County of Spokane, State of Washington. �C ' EASEMENT DESCRIPTION An Ingress, Egress and Utility Easement over, -under and across that Portion of the S 1/2 of the S 1/2 of the NN 1/4 of Section 9, T. 25 N. R. 44 E.M.M., described as follows: Begin at the centerline intersection of Bowdish Road and Jackson Avenue; thence S 89'32'30 "N, along the centerline of Jackson Avenue, a distance of 580.00 feet; thence S 00 "E, parallel with the East line of said NN 1/4, a distance of 30.00 feet to the South right of way line of Jackson Avenue; thence continuing S 00 "E a distance of 285.00 feet to the True Point of Beginning; thence S 50'53'26 "W, a distance of 145.05 feet to the Northerly line of Montgomery Drive; thence S 39'06'34 "E, along said Northerly line, a distance of 25.00 feet; thence N 50'53'26% a distance of 160.29 feet; thence S 89'32'30 'w a distance of 27.57 feet; thence N 00'08'10 "N a distance of 10.00 feet to the True P.O.B. Situate in the County of Spokane, State of Washington. voi.1180PIGE1618 / EIOIIBIT 'C' i fl �� [ a �te-• [7. A A p p ryAD A 8 �� / 4oe v V p 1 II � /0��00 ryap 111 u 9 C i P� 4 U Q Vo0 1+ n O N w° N N L 125.00' m e Li 0 / I I \ I A A p N " 4 !`mN � N m ovum N `' b frgJ °No L J f o W Jp D • I 1 �'Y q g n v L voi.1180PIGE1618 / EIOIIBIT 'C' i fl �� [ a �te-• [7. A A p p ryAD A 8 �� / 4oe v V p 1 II � /0��00 ryap 111 u 9 C i P� 4 U Q Vo0 1+ n O N w° N N L 125.00' m e Li 0 / I I \ I A A p N " 4 !`mN � N m ovum N `' b frgJ °No L P� 4 U Q Vo0 1+ n O N w° N N L 125.00' m e Li 0 / I I \ I A A p N " 4 !`mN � N m ovum N `' b frgJ °No L J f o W Jp D wn m Z y o D z U q n v L IS /rseex � I u m t unurT: c•so.awr \� � I D F J < 7 C C n G_ fT1 •i m U � ° m ° o y .I � m 4 N ° p o nl I 00'0010' w 295.00' I - 229.50' ]98.0 13p _� 1 EASEMENT FOR INGRESS AND EGRESS AND UTILITIES FOR GOOD AND VALUABLE CONSIDERATION and for the mutual benefit to be derived thereby, the undersigned parties create and grant this Eaeement and make the following recitals and covenants: 1. PARTIES GRANTORS: NORTH VALLEY BUSINESS PARR, a Washington general partnership; NORTHWOOD PROPERTIES, INC., a Washington corporation; WILLIAM J. LAWSON and CAROL LAWSON, husband and wife. GRANTEE: Ownera, successors and assigns of parcels herein referred to as Lots A, B, C and D, the legal descriptions of which are more accurately eat forth on the attached Exhibit "A" which is by this reference incorporated herein. 2. OWNERSHIP OF REAL PROPL TY : The Grantors, each own and have some right, title and interest, both legal and equitable, in one or more of the above referenced four parcels, set forth on the attached Exhibit "A ". 3. PURPOSE : The purpose of creating and granting the easement more specifically described below is to permit certain easemente for the benefit of the parties and their successors and interest for ingress, egress and utilities for the benefit of all EASEMENT - 1 4 t Lwu lu ousel _ Dr. � rrg/ SPA. CA." Tau 1. four lots shown on Exhibit "A ". 6. DURATION The easement created and granted herein shall be perpetual in duration. 5. DESCRIPTION OF gASEMEN Grantor. hereby create and grant the fallowing described easement for the benefit of Grantea for the purpose of ingress, egress and for utility services over end .crone the four separate and distinct easement descriptions more particularly set forth on Exhibit "B" attached hereto and by this reference incorporated herein. Each specific easement description Pertains to one of the specific parcels above referenced and the four of them taken together constitute the overall easement description being created herein for the benefit of Grantee. 6. BENEFICIAL INTERESTS The easement herein created is for the exclusive benefit of the owners, successors and assigns of the four specific parcels, the legal descriptions of which are set forth on the attached Exhibit "A ". I. BINDING AFFECT AND RUNNING WITH THE LAND The easement created and granted herein -hall be binding upon the owners of the four parcels set forth on the attached Exhibit "A', and their heirs, successor. and assigns and the said easement shall run with the land. E. GRAPHIC DESCRIPTION The attached plat map, marked Exhibit "C" and by this reference incorporated herein, is provided for the benefit of the parties only and shall not be construed to supersede the legal descriptions act forth on attached Exhibits "A" EASEMENT - 2 VUL 110 o PAL 10 E U Ce.10, ?', - AEL'IYED �]o 'jm -�. FI1tU Ur, P•EOORUED OF I�U.�XjycdAL Ely B II 56 J 910 $090176, WILLIAM E. aoNANUE SPOKANE' '., COIUNTY. WASH. PO 14(701 99,715/ 1 EASEMENT FOR INGRESS AND EGRESS AND UTILITIES FOR GOOD AND VALUABLE CONSIDERATION and for the mutual benefit to be derived thereby, the undersigned parties create and grant this Eaeement and make the following recitals and covenants: 1. PARTIES GRANTORS: NORTH VALLEY BUSINESS PARR, a Washington general partnership; NORTHWOOD PROPERTIES, INC., a Washington corporation; WILLIAM J. LAWSON and CAROL LAWSON, husband and wife. GRANTEE: Ownera, successors and assigns of parcels herein referred to as Lots A, B, C and D, the legal descriptions of which are more accurately eat forth on the attached Exhibit "A" which is by this reference incorporated herein. 2. OWNERSHIP OF REAL PROPL TY : The Grantors, each own and have some right, title and interest, both legal and equitable, in one or more of the above referenced four parcels, set forth on the attached Exhibit "A ". 3. PURPOSE : The purpose of creating and granting the easement more specifically described below is to permit certain easemente for the benefit of the parties and their successors and interest for ingress, egress and utilities for the benefit of all EASEMENT - 1 4 t Lwu lu ousel _ Dr. � rrg/ SPA. CA." Tau 1. four lots shown on Exhibit "A ". 6. DURATION The easement created and granted herein shall be perpetual in duration. 5. DESCRIPTION OF gASEMEN Grantor. hereby create and grant the fallowing described easement for the benefit of Grantea for the purpose of ingress, egress and for utility services over end .crone the four separate and distinct easement descriptions more particularly set forth on Exhibit "B" attached hereto and by this reference incorporated herein. Each specific easement description Pertains to one of the specific parcels above referenced and the four of them taken together constitute the overall easement description being created herein for the benefit of Grantee. 6. BENEFICIAL INTERESTS The easement herein created is for the exclusive benefit of the owners, successors and assigns of the four specific parcels, the legal descriptions of which are set forth on the attached Exhibit "A ". I. BINDING AFFECT AND RUNNING WITH THE LAND The easement created and granted herein -hall be binding upon the owners of the four parcels set forth on the attached Exhibit "A', and their heirs, successor. and assigns and the said easement shall run with the land. E. GRAPHIC DESCRIPTION The attached plat map, marked Exhibit "C" and by this reference incorporated herein, is provided for the benefit of the parties only and shall not be construed to supersede the legal descriptions act forth on attached Exhibits "A" EASEMENT - 2 i Parcel A That portion of the South half of the Northwest Quarter of Section 9, Townshio 11 forth. Range 44 E.W Spokane County, Washington, �e.cr4bed as follow.: Begin at the centerline intersection of Bowdieh Road and Jackson Avenue, thence South 89 32'30•West, along the centerline of Jackson Avenua, a distance of 580.00 feet; thence South 00 08'10• East parallel with the East line of said Northwest Quarter, a distance of 30.00 feet to the South right of way line of Jackson Avenue; thence continuing South 00 08.10• East A distance of 60.00 feet to the True Point of Beginning; thence South 89 32'30` West a distance of 64.17 feet; thence South 50 53 West a distance of 249.71 feet to the Northeasterly right of way line of Montgomery Drive, said point is on a curve concave to the Southwest having a radius of 1030.00 feet, a radial line through said point bears North 41 41 East; thence Southeasterly, through a central angle of 9 12 an arc distance of 165.45 feet to end of curve; thence South 39 06.34• East a distance of 50.26 feet; thence North 50 53'26• East a distance of 145.05 feet to a point 580.00 feet Went of the centerline of Bowdieh Road, measured along a line parallel With the centerline of Jackson Avenue; thence North 00 08.10• West parallel with the centerline of Bowdieh Road, a distance of 225.00 feet to the True Point of Beginning; EXCEPT those portions conveyed to Spokane County as described in Right of Way Deeds recorded under Auditor's File Nos. 7308210258; 7308210259 and 7306210263; Parcel B That portion of the South half of the South half of the Northwest . Quarter of S ection 9, Town 25 North, Range 44 E.H.M. Spokane County, Waehing n, eecri ee ee xou owe. Begin at the centerline intersection of Bowdieh Road and Jackson Avenue, thence South 89 32'30• West, along the centerline of Jackson Avenue, a distance of 580.00 feet; thence South 00 08'10• East, parallel with the East line of said Northwest Quarter, a distance of 30.00 feet to the South right of way line of Jackson Avenue and the True Point of Beginning; thence continuing South 00 + 08'10^ East a distance of 60.00 feet; thence South 89 32.30• West A distance of 64.17 feet; thence South 50 53.26• West a distance of 249.71 feet to a point on the Northeasterly right of way line of Montgomery Drive, said point in on a curve concave to the Southwest having a radius of 1030.00 feet, a radial line through said point EXHIBIT •A• - 1 boar. North 41 41'13• East; thence Northwesterly, along said Northeasterly right of way line through a central angle of 9 25 an arc distance of 169.54 feet to the beginning of a curve concave to the East having a radius of 25.00 feet; thence Northwest, North and Northeasterly, through a central angle of 108 57 an arc distance of 47.54 feet to the beginning of a curve concave to the Southeast having a radius of 335.88 feet; thence Northeast and Easterly, through a central angle of 38 19 an arc distance of 224.68 feet to and of curve and a point on the South right of way line of Jackso:e Avenue; thence North 89 32'30• East, along said right of way line, a distance of 187.69 feet to . the True Point of Beginning; EXCEPT those portions conveyed to Spokane County as described in Right of Way Deeds, recorded under Auditor's File Nos. 7300210258, 7308210259, and 7308210263. Parcel C• That portion of the South half of the South half of the Northwest Quart or of Section 9, Township 25 North, Range 44 E.W.M., described as follow. _ J yl� Begin at the centerline intersection of Bowdieh Road and Jackson rl� Avenue; thence South 89 32'30•W, along the centerline of Jackson Avenue, a distance of 580.00 feet; thence South 00 08 ^E, parallel with the East line of said Northwest Quarter, a distance of 30.00 feet to the South right of way line of Jackson Avenue and the True Point of Beginning; thence continuing South 00 08 a distance of 295.00 feet; thence North 89 32'30•E, parallel with said Jackson Avenue, a distance of 425.00 feet; thence North 00 08 parallel with said East line„ 295.00 feet to the South line of said Jackson Avenue; thence South 89 32'30•W a distance of 425.00 feet to the True Point of Beginning. Parcel D• That portion of the South half of the South half of the Northwest Quarter of S ecti o n 9, T 25 North, Range 44 E.N.M., described as follows: Begin at the centerline intersection of Bowdieh Road and Jackson Avenue; thence South 89 32'30•W, along the centerline of Jackson 7 U Avenue, a distance of 580.00 feet; thence South 00 08'10 ^E, parallel with the East line of said Northwest Quarter, a distance of 30.00 feet to the South right of way line of Jackson Avenue; thence continuing South 00 08'30•E, a distance of 285.00 feet to the True Point of Beginning; thence continuing South 00 08.10 a distance of 10.00 feet; thence North 89 32'30•E parallel with said Jackson Avenue, a distance of 425.00 feet; thence North 00 08'30 -W, Parcel A That portion of the South half of the Northwest Quarter of Section 9, Townshio 11 forth. Range 44 E.W Spokane County, Washington, �e.cr4bed as follow.: Begin at the centerline intersection of Bowdieh Road and Jackson Avenue, thence South 89 32'30•West, along the centerline of Jackson Avenua, a distance of 580.00 feet; thence South 00 08'10• East parallel with the East line of said Northwest Quarter, a distance of 30.00 feet to the South right of way line of Jackson Avenue; thence continuing South 00 08.10• East A distance of 60.00 feet to the True Point of Beginning; thence South 89 32'30` West a distance of 64.17 feet; thence South 50 53 West a distance of 249.71 feet to the Northeasterly right of way line of Montgomery Drive, said point is on a curve concave to the Southwest having a radius of 1030.00 feet, a radial line through said point bears North 41 41 East; thence Southeasterly, through a central angle of 9 12 an arc distance of 165.45 feet to end of curve; thence South 39 06.34• East a distance of 50.26 feet; thence North 50 53'26• East a distance of 145.05 feet to a point 580.00 feet Went of the centerline of Bowdieh Road, measured along a line parallel With the centerline of Jackson Avenue; thence North 00 08.10• West parallel with the centerline of Bowdieh Road, a distance of 225.00 feet to the True Point of Beginning; EXCEPT those portions conveyed to Spokane County as described in Right of Way Deeds recorded under Auditor's File Nos. 7308210258; 7308210259 and 7306210263; Parcel B That portion of the South half of the South half of the Northwest . Quarter of S ection 9, Town 25 North, Range 44 E.H.M. Spokane County, Waehing n, eecri ee ee xou owe. Begin at the centerline intersection of Bowdieh Road and Jackson Avenue, thence South 89 32'30• West, along the centerline of Jackson Avenue, a distance of 580.00 feet; thence South 00 08'10• East, parallel with the East line of said Northwest Quarter, a distance of 30.00 feet to the South right of way line of Jackson Avenue and the True Point of Beginning; thence continuing South 00 + 08'10^ East a distance of 60.00 feet; thence South 89 32.30• West A distance of 64.17 feet; thence South 50 53.26• West a distance of 249.71 feet to a point on the Northeasterly right of way line of Montgomery Drive, said point in on a curve concave to the Southwest having a radius of 1030.00 feet, a radial line through said point EXHIBIT •A• - 1 boar. North 41 41'13• East; thence Northwesterly, along said Northeasterly right of way line through a central angle of 9 25 an arc distance of 169.54 feet to the beginning of a curve concave to the East having a radius of 25.00 feet; thence Northwest, North and Northeasterly, through a central angle of 108 57 an arc distance of 47.54 feet to the beginning of a curve concave to the Southeast having a radius of 335.88 feet; thence Northeast and Easterly, through a central angle of 38 19 an arc distance of 224.68 feet to and of curve and a point on the South right of way line of Jackso:e Avenue; thence North 89 32'30• East, along said right of way line, a distance of 187.69 feet to . the True Point of Beginning; EXCEPT those portions conveyed to Spokane County as described in Right of Way Deeds, recorded under Auditor's File Nos. 7300210258, 7308210259, and 7308210263. Parcel C• That portion of the South half of the South half of the Northwest Quart or of Section 9, Township 25 North, Range 44 E.W.M., described as follow. _ J yl� Begin at the centerline intersection of Bowdieh Road and Jackson rl� Avenue; thence South 89 32'30•W, along the centerline of Jackson Avenue, a distance of 580.00 feet; thence South 00 08 ^E, parallel with the East line of said Northwest Quarter, a distance of 30.00 feet to the South right of way line of Jackson Avenue and the True Point of Beginning; thence continuing South 00 08 a distance of 295.00 feet; thence North 89 32'30•E, parallel with said Jackson Avenue, a distance of 425.00 feet; thence North 00 08 parallel with said East line„ 295.00 feet to the South line of said Jackson Avenue; thence South 89 32'30•W a distance of 425.00 feet to the True Point of Beginning. Parcel D• That portion of the South half of the South half of the Northwest Quarter of S ecti o n 9, T 25 North, Range 44 E.N.M., described as follows: Begin at the centerline intersection of Bowdieh Road and Jackson Avenue; thence South 89 32'30•W, along the centerline of Jackson 7 U Avenue, a distance of 580.00 feet; thence South 00 08'10 ^E, parallel with the East line of said Northwest Quarter, a distance of 30.00 feet to the South right of way line of Jackson Avenue; thence continuing South 00 08'30•E, a distance of 285.00 feet to the True Point of Beginning; thence continuing South 00 08.10 a distance of 10.00 feet; thence North 89 32'30•E parallel with said Jackson Avenue, a distance of 425.00 feet; thence North 00 08'30 -W, ,parallel with said East line, 65.50 feet; thence North 89 32.30 -E e distance of 125.00 feet to the Want line of Bowdieh Road, said line being 30.00 feet West of the East line of said Northwest Quarter; thence South 00 08.10-E, along said Went line a distance of 98.04 feet to a point 1021.00 feet South of the North 1/16 corner as measured along the North -South centerline of laid Section 9; thence South 89 32.50 -W a distance of 229.50 feet; thence South 00 08.10'E a - distance of 125.00 feet; thence North E9 32.50 -E a distance of 229.50 feet to said West line; thence South 00 08'10'E, along said line, 181.18 feet to the South line of said Northwest Quarter; thence South 89 35'46'W, along maid South line, a distance . of 455.23 feet to the Northeasterly line of Montgomery Drive; thence North 39 06 along said line, a distance of 329.96 feet to a point which bears South 50 53.26'W from the True Point of Beginning; thence North 50 53.26'E a distance of 145.05 feet to the True Point of Beginning. 1 wfiR 22.'91 13,11 SIM -SON ENO. 545 P82 EXHIBIT 'B' ° ^ EASEMENT DESCRIPTION An Ingress, Egress and Utility Easement over, under and across that Portion of the S 1/2 of the S 1/2 of the NW 1/4 of S ti m_ 9. T. 25 N, R. 44 E.W.M_, described ns follows: Begin at the centerline intersection of Bo.dish Road and Jackson Avenue; thence S 89 - 14, along the centerline of Jackson Avenue. a distance of 580.00 feet; thence S 00 parallel with the East line of Said NW 1/4, a distance of 30.00 feet to the South right Of way line of Jackson Avenue; thence continuing S 00.08'10 "E a distance of 60.00 feet to the True Point of Beginning; thence continuing S 00'08'10 - E a distance of 225.00 .fact; thence S 50'53 "W, a distance of 145.05 tact to the Northerly line of Montgomery Drive; thence N 39 "W, along said Northerly line, distance of 15.00 feet; thence N 50'53'26'E a distance of 137.89 feet; thence N 00'08'10 "W a distance of 217.76 foot; thence N 89 "E a distance of 15.00 foot to the True P.O.B. Situate in the County of Spokane, State of Washington. EASEMENT DESCRIPTION r b • , An Ingress, Egress and Utility Easement over, under and across that portion of the 5 1/2 of the S 1/2 of the NW 1/4 of Section 9, T. N. R. 44 E.N.M., described as follows: Begin at the co nterlino intorsec 1 n of eowdish Road and Jackson Avenue; thence S 89 "14, along the conterline of Jackson Avenue, a distance of 560.00 feet; thence S 00'08'10 "E, parallel with the East line of said NW 1/4, a distance of 30.00 feet to the South right of way lino of Jackson Avenue and the True Point of Beginning; thence continuing S 00 a distance of 60.00 teat; thence 5 B9'32 a distance of 15.00 feet; thence N 00 "W, a distance of 60.00 feet to the South line of said Jackson Avenue; thence N 89 "E. a distance of 15.00 feet to the True P.O.B. Situate in the County of Spokane. State of Washington. VOL. 1.18 8 PAGE HUN x., v. EASEMENT DESCRIPTION e C An Ingress, Egress and Utility Easement over, under and across that Portion of the S 1/2 of the S 1/2 of the NW 1/4 of Section 9, T. 25 N, R. 44 E.N.M., described as follows: Begin at the centerline intersection of Bowdish Road and Jackson Avenue; thence S 09'32'30 "W, -long the centerline of Jackson Avenue, a distance of 500.00 feet; thence S 00'08'10 "E, parallel with the East line of said NW 1/4, a distance of 30.00 feet to the South right of way line of Jackson Avenue and the True Point of Beginning; thence continuing S 00'08'10 "E a distance of 295.00 feet'; thence N B9'32'30 "E a distance of 15.00 fact: thence N 00.08'10 "W a distance of 295.00 feet to the South line of said Jackson Avenue; thence S 89'32'30'W a distance of 15.00 feet to the True P.O.B. Situate in the County of Spokane. State of Washington. EASEMENT DESCRIPTION M An Ingress, Egress and Utility Easement over, under and across that portion of the S 1/2 of the S 1/2 of the NW 1/4 of Section 9, T. 25 M, R. 44 E.W.M., described as follows: Begin at the centerline lntersection of Bowdish Road and Jackson Avenue; thence S 89.32'30 "W, along the centerline of Jackson Avenue, a distance of 580.00 feet; thence 5 00 "E, parallel with the East line of said NW 1/4, a distance of 30.00 feet to the South right of way line of Jackson Avenue; thence continuing 5 00 "E a distance of 285.00 feet to the True Point of Beginning; Chance S 50'53'26 "W, a distance Of 145.05 feat to the Northerly line of Montgomery Drive; thence S 39'06'34 "E, along said Northerly line, a distance of 25.00 feet; thence N 5053'26 'E a distance of 160.29 feet; thence S 89'32'30 - W a distance of 27.57 feet; thence H 00 "W a distance of 10.00 feet to the True P.O.B. Situate in the County of Spokane. State of Washington. E B 9 > 2 x exxlBlT •c• I r y p D P n I II u N O N y b O J I m •oj I ^ /7 / " 9j �� �/ 4 C• 05 / uu / a m , n o N r e 4 N A m 2 rn Q� U a G t+ -1 N f u m $ N bl ' r tip p n P u u u Q VOL. 1'1 ti 8 PAGE 1 60''b / I ramp ":$8N N �+ U a� 1 1 a �': m r ti p P 9 P W 30 1 m m u C 'Y f rOj ° w 0 f+1 C O p, 30 D 1O N N N {A 4 N 0> ! o N P N a oe t H 'r i,i4f}pY /ifatESy !' I i ,, m V rT. C�Sp�wr I D W 30 1 I�z m u C m G f+1 p N O p, 1O N N N {A 4 N I m "O O ° a e n N H Z �Im W 30 1 m u N 01 p N O p, 1O N 4 N U ° O ° 98.04" W EXHIBIT 'B• - 2 30 1 EXHIBIT 'B• - 2 9106050130 EASEMENT FOR SEWER DRAIN FIELD AND TRANSPORT LINE FOR GOOD AND VALUABLE CONSIDERATION and for the mutual benefit. to be derived therefrom, the undersigned parties create. and grant this Easement and make the following recitals and covenants: 1. PARTIES GRANTOR: NORTRWDOD PROPERTIES, INC., a Washington corporation. GRANTEE: WILLIAM J. LAWSON and CAROL LAWSON, husband and wife. 2. OWNERSHIP OF REAL PROPERTY The Grantor, owns and has some right, title and interest, both legal and equitable, in the parcel of real estate referred to as Parcel D, the legal description of which is as follows: Parcel D• That portion of the South half of the South half of the Northwest Quarter of Section 9. Township 25 North. Rane 44 E.W.M., described as follows: Begin at the centerline intersection of Bowdish Road and Jackson Avenue; thence South 89 32 ^W, along the centerline of Jackson Avenue, a distance of 580.00 feet; �., thence South 00 08 ^E, parallel with the East line of ' said Northwest Quarter, a distance of 30.00 feet to the South right of way line of Jackson Avenue; thence continuing South 00 08 "E, a distance of 285.00 feet to the True Point of Beginning; thence continuing South 00 08'10 ^E a distance of 10.00 feet; thence North 09 32 parallel with said Jackson Avenue, a distance of 425.00 feet; thence North 00 08'10 - W, parallel with said East line, 65.50 feet; thence North 89 32 - E a distance of 125.00 feet to the West line of Bowdiah Road, said line EASEMENT - 1 * E :+cu. iu (swap D.I. ce. 1' If 9/ Cu.y Iawa ' w 901. 119 Ci PAGE 1274 being 30.00 feet West of the East line of said Northwest Quarter; thence South 00 08 along said West line a distance of 98.04 feet to a point 1021.00 feet South of the North 1/16 corner as measured along the North -South centerline of said Section 9; thence South 89 32.50•W a distance of 229.50 feet; thence South 00 08.10•E a distance of 125.00 feet; thence North 89 32450 ^E a distance of 229.50 feet to said West line; thence South 00 08'10 "E, along said line, 181.18 feet to the South line of said Northwest Quarter; thence South 89 35 along said South line, a distance of 455.23 feet to the Northeasterly line of Montgomery Drive; thence North 39 06'34•W, along said line, a distance of 329.96 feat to a point which bears South 50 53.26•W from the True Point of Beginning; thence North 50 53.26 - E a distance of 145.05 feet to the True Point of Beginning. The Grantee has owns and has some right, title and interest, both legal and equitable, in the parcel of real estate referred to as Parcel A, the legal description of which is as follows: Parcel A That portion of the South half of the Northwest Quarter of S ection 9 Township 25 N rth. Hann Spokane County, Washington, described as follows: Begin at the centerline intersection of Bowdish Road and Jackson Avenue, thence South 89 32'30 -West, along the centerline of Jackson Avenue, a distance of 580.00 feet; thence South 00 08'10• East parallel with the East line of said Northwest Quarter, adistance of 30.00 feet to -the South right of way line of Jackson Avenue; thence _ continuing South 00 08'10• East a distance of 60.00 feet to the True Point of Beginning; thence South 89 32.30• West a distance of 64.17 feet; thence South 50 53'26• West a distance of 249.71 feet to the Northeasterly right of way line of Montgomery Drive, said point is on a curve concave to the Southwest having a radius of 1030.00 feet, a radial line through said point bears North 41 41'13" East; thence Southeasterly, through a central angle of 9 12 ^, an arc distance of 165.45 feet to end of curve; thence South 39 06'34• East a distance of 50.26 feet; thence North 50 53.26• East a distance of 145.05 feet to a point 580.00 feet West of the centerline of Bowdish Road, measured along a line parallel with the centerline of Jackson Avenue; thence North 00 08'10' West parallel with the centerline of Bowdish Road, a distance of 225.00 feet to the True Point of Beginning; EASEMENT - 2 �1 vOt.119 5 PAo[ 1275 EXCEPT those portions conveyed to Spokane County as described in Right of Way Deeds recorded under Auditor'a File Nos. 73D8210258; 7308210259 and 7308210263; 3. PURPOSE The purpose of creating and granting the easement more specifically described below is to permit the installation and continued maintenance of an on -site sewage disposal system and transport line, including a septic collection tank, if necessary, for the benefit of Grantee's property, it being understood that the Spokane County public sewer system is not yet available to Grantee's property and this easement shall enable Grantee to utilize a drain field on Grantor'a property only until such time as the Spokane County public sewer system becomes available to Grantee's property. 4. DURATION The easement created and granted herein shall continue in existence only until such time as the public sewer through Spokane County becomes available to Grantee's property at which time this. easement shall automatically terminate and any actual septic tank, drain field, or transport line located upon Grantor's property serving Grantee'a property shall be abandoned by Grantee. 5. DESCRIPTION OF EASEMENT Grantor hereby creates and grants an easement for an original on -site sewage system as well as one system replacement area and the transport line necessary to access such system for the benefit of Grantee and the property owned by Grantee as above set forth. The actual dimensions of the sewage system and system replacement area shall be sufficient to accommodate the actual sewage flo from whatever building Grantee EASEMENT - 3 vat. 119 5 PACE 127 E constructs upon Grantee -a property. The specific location of the easement shall be mutually agreed upon by Grantor and Grantee at such time as the system and transport line are constructed. For purposes of this Easement Agreement, however, Grantor's entire property shall be encumbered by this Agreement initially. The parties may, by subsequent agreement, modify this Agreement to specifically delineate the location of the easement prior to actual construction of the sewage system. Both parties agree to mutually protect the system from encroachment by construction and vehicular movement At all times. 6. BENEFICIAL INTERESTS The easement herein created is for the exclusive benefit of the owners, successors and assigns of Grantee's property, herein referred to as Parcel A, the legal description of which is set forth above. 7. BINDING AFFECT AND RUNNING WITH THE LAND The easement created and granted herein shall be binding upon Grantor's property as act forth above and its heirs, successors and assigns and said easement shall run with the land. DATED this 25th day of March, 1991. GRANTOR: GRANTEE: NORTHWOOD PROPERTIES, INC / THEODORE C. GUNNING, Prea.� GRANTOR WILLIAM J. LAWSON L wn CAROL LAWSON EASEMENT - 4 9106050191 STORM DRAINAGE EASEMENT v01.1195PAGE1278 - ku j 10 � ! :!= 0E •• AJ.:I lG!: a'or.r.rc. cOm:rr.r;a5u. FOR GOOD AND VALUABLE CONSIDERATION and for the mutual benefits to be derived therefrom, the undersigned parties create and grant this Easement and make the following recitals and covenants: 1. PARTIES GRANTOR: WILLIAM J. LAWSON and CAROL LAWSON, husband and wife. GRANTEE: NORTH VALLEY BUSINESS PARR, a Washington general partnership. 2. OWNERSHIP OF REAL PROPERTY Grantor own. and has some right, title and interest, both legal and equitable, in the following described property: Parcel A That portion of the South half of the Northwest Quarter of Section 9, Township 25 North R.W.M. Spokane Coun , , cn a ae follows: Begin at the centerline intersection of Bowdish Road and Jackson Avenue, thence South 89 32 along the centerline of Jackson Avenue, a distance of 580.00 feet; thence South 00 08 East parallel with the East line of said Northwest Quarter, a distance of 30.00 feet to the South 'right of way line of Jackson Avenue; thence continuing South 00 08 East a distance of 60.00 feet to the True Point of Beginning; thence South 89 32 West a distance of 64.17 feet; thence South 50 53 West a distance of 249.71 feet to the Northeasterly right EASEMENT - 1 t L U... to 6..p K S /Y jJj p� do VOL 119 5 PAGE 12 7 9 of way line of Montgomery Drive, said point is on a curve concave to the Southwest having a radius of 1030.00 feet, a radial line through said point bears North 41 41.13• East; thence Southeasterly, through a central angle of 9 12.13•, an arc distance of 165.45 feet to end of curve; thence South 39 06.34• East a distance of 50.26 feet; thence North 50 53'26" East a distance of 145.05 feet to a point 580.00 feet West of the centerline of Bowdish Road, measured along a line parallel with the centerline of Jackson Avenue; thence North 00 08.10• West parallel with the centerline of Bowdish Road, a distance of 225.00 feet to the True Point of Beginning; EXCEPT those portion. conveyed to Spokane County as described in Right of Way Deeds recorded under Auditor's File Nov. 7308210258; 7308210259 and 7308210263; Grantee owns and has some right, title and interest, both legal and equitable, in the following described property: Parcel C: That portion of the South half of the South half of the Northwest Quarter of Sectio 9 Township 25 N th Ran 44 E.W.M., described as follow;: Begin at the centerline intersection of Bowdish Road and Jackson Avenue; thence South 89 32'30 ^W, along the centerline of Jackson Avenue, a distance of 580.00 feet; thence South 00 08 ^E, parallel with the East line of said Northwest Quarter, a distance of 30.00 feet to the South right of way line of Jackson Avenue and the True - "Point of Beginning; thence continuing South 00 08.10 -B a distance of 295.00 feet; thence North B9 32.30 ^E, parallel with said Jackson Avenue, a distance of 425.00 feet; thence North 00 08.10 "W, parallel with said East line„ 295.00 feet to the South line of said Jackson Avenue; thence South 89 32.30 -W a distance of 425.00 feet to the True Point of Beginning. 3. PURPOSE The purpose of creating and granting this easement is to permit an easement for the benefit of North Valley Business Park and their successors and assigns for storm drainage runoff from real property owned by them and met forth above as Parcel C. 4. DURATION The easement created and granted herein shall EASEMENT - 2 VOL 1195 PAGE 1280 be perpetual in duration. 5. CREATION AND DESCRIPTION OF EASEMENT Grantor hereby I creates and grants an easement for storm drainage runoff for the benefit of Grantee for the purpose of disposing of storm drainage runoff flowing from Grantee's property as above cot forth and referred to as Parcel C. The exact location of the easement upon which Grantee's storm drainage may flow is that particular •308 Drainage. Swale' located in the Northeastern corner of Grantor's property, the exact location of which is set forth on Grantor's site plan, a copy of which is attached hereto and by this reference made a part hereof and designated as Exhibit 'A•. 6. BENEFICIAL INTERESTS The easement herein created is for the non- exclusive benefit of the owners, successors and assigns of Grantee's property, the legal description of which is above set forth. \ 7. SERVIENT: BINDING AFFECT AND RUNNING WITH THE LAND The easement created and granted herein shall be binding upon the owners and successors and assigns of Grantor's real property the legal description of which is set forth above, and said easement shall run with the land. B. MAINTENANCE OBLIGATION Grantor hereby acknowledges the ' obligation of creating and maintaining a drainage Swale on the location established on the attached Exhibit W with a permanent live cover of lawn turf and with optional shrubbery and /or trees which do not obstruct the flow and percolation of storm drainage water in the drainage swale as received from Grantee's above EASEMENT - 3 T:;: .t' 91111300 1;9 olA s It ww +' COMx1NATION Eon WAY AND MATUPN. GS ' P1 GIT OF NAT EAS EMEHT ms" WILLIAM J. LAXiON and CAROL F. LAWS tz yyaa a+ aKpr(F � - -- �' - -- antis 1. een- (or valuable consid... tion and mutual bene[lee received. M1erebY r ter eretlon. veyl9) and warrant's) to-TNE XASRIHGTOH WATER POWER COMPANY- a p end lta ..cc...ors and assigns, the right to erect, construc eran.tx.c tain an electric distribution line een.i.ting of wires and r associated [ixt nder .'` antl a natural gee pipeline and associated fixtures: to be located ova[;- u9tete , along end across the following described property In ^ ^ken^ County. e[ hington to - wit, xW11 of Section That port ion of Cho South I of the Northw Fort FOUr 44) East, X.H.. Nl ne (91 IIP [Y 1 v. (251 h R a ng F the line leter- tlrec bed as full Begin Spokane County, Washington. West, along .action o[ ncwdiaM1 Reed and Jackson AVeBUC e 5B0.00 t I ec 89 [hence South 00'00' [ho centerline of :B.ke.n Avenue, n e distance of 30.00 feet to 10' East parallel .ith the East lino of suitl NW S. the South right or we, line of Jnckson Avonuol thence r B.g iuing South 0ce South 0' Eaa[, a distance of 60.00 feet to the true Point o[ Oe9innl ^-Oat thence distance 19.32130' West, A distance of 61.11 feet: t w South e Soo Monc9omery Orlve. said of 249.71 fee[ to the Northeasterly right a way radius of 1030.00 feet. is on a Curve concnvo to the Southwest having a thence Southeasterly [.dial line through h 11'11'13' East: polo[ sAid Point bear. Nort to through a central angle of 9. 12113' ..[enco d of 1 50 c26 fcet6 thence o NO [c1A 50.53[ e of 145 vnl thence South 19'06'31' East. . 26' East. a distance or 145.05 feet to a pal nlla'OVlc with [he teeter line o! ^ Jackson or Rowdlah Road, m es red along a line pare Avenues d istance o n! 235.00 [cat West the true Point or Beginning; e except o thme with Peed, in Right Of portions conveyed co Spokane County a 1]082102 59 descr ibed nd 7308210263. ay Deeds recorded under Auditor's File Nos. 930821025 It is understood and egread that said easement covers the fight to place An .. en Ad I underground electric dlstd button li line n e nd its .... ap .r ppultau -ur-a- nil with an underground natural gas p I pe on the above described property. r brush and to trin Together with the right to inspect said line and end are and trees that ay interfere with the repairuction of same. October 19 91. WITNESS sy _ h this 1 tley oL t tsar Ins faw.q ... 11 - 1 ,'a' ,•.:•p•h,'r r': r::ry : ✓tea If in S,al f ly Sta or Washington 1 as COURTESY RECORDING - County of Spokane 1 On this day persona lly appeared, before m H l J L f or himal[ v m Fart for Carol F. Lawson, 6O me known to n the lad bc ll al. Be ex ecuted antl a rte znc and f free and voluntary[, end vo luntary act and deed. a lodgedbth e. Ln anal w s thin his free ad d deed, "I the ca th and Purposes s therein mntloned. [cr area and puose Given under my hand And Official .ear this B day or October 19 91. ri p� v(,.P.Iliiuns� N OT... PUBLIC in and for th- In I11�,I OA one fir. MsrNSS1. 1oar. fll. M1 HL .774 P1.GE 50 ' ASOA1901O5 DEED OF TRUST, ASSIGNMENT OF RENTS ' AND SECURITY AGREEMENT �ir�ia,�2�5 THIS DEED OF TRUST, ASSIGNMENT OF RENTS 'AND SECURITY AGREEMENT (hereinafter called "Deed of Trust - ) , made this 16th day of September, 1985, between NORTH VALLEY BUSINESS PARK PHASE I, a Washington general partnership, consisting of NOR,HWOOD PROPERTIES, INC., a Washington corporation and NEADOWHILL CORPORATION, a Washington corporation, whose address G is Village Square Realty, Inc., East 10807 Montgomery, Suite 8, 1 )Spokane, Washington 99206 (hereinafter called Grantor'), IV'�(RA:I SAMERICA TITLE INSURANCE COMPANY, whose address is North 720 Argonne Road, Spokane, Washington 99212 (hereinafter called 'Trustee'), and BANCSHARES MORTGAGE COMPANY, a Washington I corporation, whose address is West 510 Riverside, Spokane, Washington 99201 (hereinafter called 'Beneficiary'), W I T N E S S E T lls That Grantor does hereby irrevocably GRANT, BARGAIN, SELL, and CON "VEY TO TRUSTEE IN TP.UST, WITH POWER OF SALE that property in the County of Spokane, State of Washington, described in Exhibit 'A' attached hereto and, by this reference, incorporated herein., which is herein collectively called the 'Property.'. TOGETHER WITH, all rents, issues, profits, royalties, income, and other benefits derived from the Property (collec- tively called 'rents'), subject to the right, power, and authori- ty hereinafter given to Grantor to collect and apply such rents; TOGETHER WITH, all leasehold estate, right, title; and Interest of Grantor in and to all leases or subleases covering the Property or any portion thereof now or hereafter existing or entered into; and all right, title, and interest of Grantor thereunder, including, without limitation, all cash or security deoosits, advance rentals, and deposits or payments of similar nature; TOGETHER WITH, all right, title, and interest of Grantor in and to all options to purchase or lease the Property or any portion thereof. or interest therein, and any greater estate in the Property owned or hereafter acquired; TOGETHER WITH, all interests, estate or other claims, both - in law and in equity, which Grantor now has or may hereafter acquire in the Property; TOGETHER WITH, all easements, rights -of -way, and rights used in connection therewith or as a means of thereto, and all _ I �� �O J OOO., DO 0(:•:7.74 PAGE . 75 EXHIBIT A Legal Description That.portion of the South half of theSouth half of the Northwest Quarter' of wnsh ip 25 North, Range 44 E.W.M. described as follows: BEGINNING at the centerline intersection of Pewd ish Road - 1 a along the J ackson eenterl ne Jackson Aven a B a edistance W 155.0 feet; thence South 00'08'16' East parallel with the East line of the said Northwest Quarter a distance Of 30.0 feet to the South tight -of -way line of Jackson Avenue which is the True Point of Beginning, thence continuing South 00'08 East a distance of 260.00 West a distance of 410.00 feet; thence 'North 00'08'16' West a distance of 260.00 feet to the South right -of -way, line of Jackson Aven .00 fee ; us; - . thence North B9'32'30 East a distance of 410 to the True Point of Beginning; - Situate in the County of Spokane, State of Washington. y I iLED C9 INC. SEP 19 9 30 -'•' @5 YNllttr: i.'. `:VC SP0(ANC �'+�iY. L'I,SR . YI::fT L YOUNG I EXHIBIT A Legal Description RECEIVED 9007310042 FILED OR RECORDED AFTER RECORDING, RETURN TO: REDDEST OF— '(RANSADIERICA TIRE RICHARD HARMAN JUL 31 8 45 All X 90 U.S. BANCORP REAL ESTATE SERVICES WILLiAN L UOULHUE I DU West 428 Riverside, Suite 506 AUDITOR 167 Spokane, Washington 99201 � SPOKANE. COUNTY. WASH. 6 '�g1Z :oM OF PROMISSORY OF TRgT films 898 s THIS MODIFICATION AGREEMENT is made this — I day of February, 1990, by and between NORTH VALLEY BUSINESS PARK PHASE I, a Washington general partnership (hereinafter referred to as "Borrower "), and U.S. BANK OF WASHINGTON, NATIONAL ASSOCIATION, formerly known as OLD NATIONAL BANK OF WASHINGTON, a national banking association (hereinafter referred to ae "Lender "). RECITALS 1. On or about September 16, 1985, Borrower made, executed and delivered to Lander its promissory note, in writing, in the original principal amount of $650,000.00, together with interest thereon at the variable rate of the rate established for United States Treasury bills with maturities of 26 weeks, plus 3.000% (hereinafter referred to as the "Note ") . The current Note rate is 10.790%. The Note provided for monthly payments of principal and interest in an amount sufficient to fully amortize the original principal balance and interest over a 25 -year term (the "original amortization term -). The Note matures on September 16, 1995. 2. At the same time as the execution and delivery of the Note, and in order to secure repayment of the same, Borrower executed, in favor of Lender, a Deed of Trust encumbering certain real property located in Spokane County, Washington (the "property "), and legally described as follows, to wit: See Exhibit "A" attached hereto and by this reference incorporated herein. The Deed of Trust was thereafter recorded o er 19, 1985, under Spokane County Auditor's File No 8509190 records of Spokane County, Washington (hereinafter re erred to as the "Deed of Trust "). 1. At the same time as the execution and delivery of the Note and Deed of Trust, and in order to further secure repayment of the obligation of the Note, Borrower executed and delivered to Lender an Assignment of Lessor's Interest in Leases (hereinafter referred to as the "Assignment ") , wherein Borrower assigned to YOL.1129WE 99 ff 07 JJ�� EXHIBIT "A" / -,_,x ' IL LI That portion of the South half of the South half of the Northwest quarter of Section a TowYmhio >S Nor an 44 E.W.M., described as =o ovs: _ BEGINNING at the. centerline intersection of Bowdish Road and Jackson Avanuet thence South 89'72'30" West along the centerline of Jackson�AVenue a distance of 155.0 feet; thence South 00 East parallel with the East line of the said Northwest quarter a distance of 30.0.fget to the South right -of -way line of Jackson Avenue which is the True Point of Beginning; thence continuing South 00'08 East a distance of 260.00 feet; thence South 89'32 West a distance of 410.00 featt thence North 00'08 Went a distance of 260.00 feet to the South right -of -way line of Jackson Avenue; thence North 89'12'30" East a distance of 410.00 feet to the True Point of Beginning; Situate in the County of Spokane, State of Washington. 1 • ➢G 'r Exhibit "A" Gm m ` . ' 4 vu¢ Emil is rn &5 0 019 0106 . 7� 6 ::7 r=R O , R[Ilif, GrfAtOrL \ lafRL fl :1 :aA Fw "A O NO MOG . 4ti :' -:Lw KI07 ASSIGNMENT OF LESSOR'S INTEREST IN LEASES THIS ASSIGMENT, made this 16th day of September, 1985, by NORTH VALLEY BUSINESS PARK PHASE I, a Washington general. partnership consisting of_ NORTHWOOD PROPERTIES, INC., a Washington corporation and MEADOWHILL CORPORATION, a Washington corporation, hereinafter called the "Assignor" to BANCSHARES . MORTGAGE COMPANY, a Washington corporation, hereinafter called the "Assignee "; W I T N E S S E T Ht FOR'VALUE RECEIVED, the Assignor hereby grants transfers, and assigns to the Assignee, its successors and assigns all of the right, title and interest of the Assignor in and to all present and future leases and tenancies covering any portion or portions of improvements constructed on the following described real property situate in the County of Spokane, State of Washing- ton: See Exhibit "A' attached hereto and incorporated herein by thin reference. together with any extensions if any thereof and any guarantees of the Lessee's obligations if any thereof )said leases, together with all such guarantees, modifications, and extensions, being hereinafter referred to as 'the Lease "). , This Assignment is given for the purpose of securing payment of all sums now or at any time hereafter due the Assignee and secured by a certain Deed of Trust, Assignment of Rents and Security Agreement made by the Assignor to the Assignee of even date herewith and recorded or to be recorded at or prior to the recording of this Assignment, or by any other mortgage or deed of trust hereafter affecting the premises (each of which shall be referred to herein as a "Mortgage "); and performance and dis- charge of each obligations, covenant and agreement of the Assignor contained herein or in the Mortgage or any note secured thereby. THE ASSIGNEE AGREES THAT: A. So long as there shall exist no default by the Assignor in the payment of any indebtedness secured hereby or in the performance of any obligation of the Assignor herein or in the Mortgage or any other instrument securing said indebtedness, the Assignor shall have the right to collect, but not more than thirty days prior to accrual, all rents, issues and profits from i , ,D S O a y That portion of the South half of the South half of the Northwest quarter of S ection 9 TownnhSn PSS on North- 4464 E.W.M., described an foil BEGINNING at the centerline intersection of Bowdish Road and Jackson Avenue; thence, South 89'32'20" West along the centerline of Jackson' a distance of 155.0 feet; thence South 00.08 East parallel with the East line of the said Northwest quarter a distance of 30.0 feet to the South right -of -way line of Jackson Avenue which is the True Point of Beginning; thence continuing South 00 08 East a distance of 260.00 - feet; thence South 89'32'30" West a distance of 110.00 feet; thence North 00'08'16" West a distance of 260.00 feet to the South right -of -way line of Jackson Avenue; thence North 89'32'30" East a distance of 610.00 feet to the True Point of Beginning: Situate in the County of Spokane, State of Washington. Exhibit "A" EXHIBIT "A" X/ nG5[ I.y[ mxM [M1, fU;UR[ rILINC n d<wdre REANo R to IM WASHINGTON Umlr,mM COM.M.M COOL 1 1M{IJrynIw AAN -mm,l ammuM, mmN IN ""ME A xM W"N' of Mx bb,- Nose,{ LESS[[ x M L[SVR ONSIr.NMI NIiM, RI Ix Id Mlww x Tlv N r m,nrM nxq{niry nnr.rrNMnv.x.wn x, CCASIri \fl ILROI VALLEY O1SIN6S PARK PHASE I ti;A Washington General Pa>Yalpiship Village S.IUatro Aaalty, j EDst 10807 Montgmery, Suite 8 SPOkane, WA 99206 l YCUREOPARIOUSIIwuux-rm BAI9(S'VJM N X=NGE 07NSANY P.O. BOX SIOIWIE, WA 99220 L J IN0,-,. w ld RAN Rr lrye{ w Mw a LV dcRnI r '. . Mlme{M'RE. AaAu -... ALL OF WHICH IS DESCRIBID E�MBIT "A^ E7 ALL M= IiFAL FFDPEFGY 1+: Q TM w.o.nli, IxnHn {umw m... OESCREBED IN, EXHIBIT "B• NEFET). Q iM prgerlYnmm,ne mL MLE NMMMY{LM eels aCV9{bb MrcNMIM.eWegw mnrtrv.epNw!Inmre LiMp nr,,. . IdrM1 rbl.Y,lE, UM }!J JELwiRpwL) •X r / 3 0 � Inn lrtlurt lJ.rei,b441p In rL<MJnIM n Yb.pplw Jp.,q.M..,n MlerryMrMMY.. } ny rtAnJ U✓ /A \i O IM rMnR.M ............ V R.b,SI{d[MIM,rRl Are xln[werN. • SPCEKA= nt[lJ4 PyccD wix COUNTY +VMIDi MCDVNT CATER qGL ROM9M1 4 tt +rto E BXI$ RDRiC•.tITOI COMPANY .0. P.O. BOX 2665 L SPOKANE, WA 99220 —.,, eMa n, IM Ser R rly1.A 11..,,Eb R1 1M ONE nlw n ll0[MT Coop•:, I vl V.....Ll m.Ml.ler.l IM,M [M(L egvpw.ale W.l IE)O IreARYS,.Dlfrl Y - p,nn.INAO4Ynu•Pr m _ u c d. PO BOX 3J47 _ (REPM) Imr.rrv.•Np mlwVl NED7 r. I WRIH VALLEY ftlg- SS PAW PW15E I. a 1'{L z .•E 5f 1,nfpP{ -12 1 - ."..T.1 AT Or oclAoU.N. L Attn: J R) rmmmF1.1EOl1 Ox11 rMA.1110 H y [MrM Mrrmmmrmn M,grJbwS.<vN M1nvmnM elrM Oenrv. M.w tlrrtLr rrnq.rMr am..om #rarM Wrrenl N. 0 194721 V774 P93 9/19/85 {J A _ e:. Nwnx.n • I. .Irm 1.ANEMA..-A.n<E -lm'm A ..... �nxnle AeyrnrMrr l,.r.<}l ORIGINAL ,TING NUMBER ' O Rfm B USIN ES S P ARR PHASE I nr.Mw M,Mnr.n, L.NEII }. NO VALLEY BUSINS P J re.MEn NAMfamuTDR.o }.x v v IN0,-,. w ld RAN Rr lrye{ w Mw a LV dcRnI r '. . Mlme{M'RE. AaAu -... ALL OF WHICH IS DESCRIBID E�MBIT "A^ E7 ALL M= IiFAL FFDPEFGY 1+: Q TM w.o.nli, IxnHn {umw m... OESCREBED IN, EXHIBIT "B• NEFET). Q iM prgerlYnmm,ne mL MLE NMMMY{LM eels aCV9{bb MrcNMIM.eWegw mnrtrv.epNw!Inmre LiMp nr,,. . IdrM1 rbl.Y,lE, UM }!J JELwiRpwL) •X r / 3 0 � Inn lrtlurt lJ.rei,b441p In rL<MJnIM n Yb.pplw Jp.,q.M..,n MlerryMrMMY.. } ny rtAnJ U✓ /A \i O IM rMnR.M ............ V R.b,SI{d[MIM,rRl Are xln[werN. • SPCEKA= nt[lJ4 PyccD wix COUNTY +VMIDi MCDVNT CATER qGL ROM9M1 4 tt +rto E BXI$ RDRiC•.tITOI COMPANY .0. P.O. BOX 2665 L SPOKANE, WA 99220 —.,, eMa n, IM Ser R rly1.A 11..,,Eb R1 1M ONE nlw n ll0[MT Coop•:, I vl V.....Ll m.Ml.ler.l IM,M [M(L egvpw.ale W.l IE)O IreARYS,.Dlfrl r 1 l]InrM:M:, alal.lf ,v r:l to E{ecunhrnlMeElm eMMriur.W.r1.M MRnaxE{dpuenl.w N.L wN.d.Mn IM e.bd.ld'n.m.. cMrym blM, nm. w p,nn.INAO4Ynu•Pr m 7 .E.,.rt. . FEE d�Ewl rNln.... Mmme Noon n.L.enE_..h AR. .IF"ENU, , rMxe mm.' Mneya (r)O blo Moan Nn 1.1, M{ I.IVe. A PO BOX 3J47 _ (REPM) Imr.rrv.•Np mlwVl IaIQ Ma..rw.q.r. <MM.MMw. n.mnY.wrwrem nMClurtdlM e.mwvl WRIH VALLEY ftlg- SS PAW PW15E I. a a. Washugtrn Generai Parte nrship uss R.mL¢AaL[. By: NORIIMOW Pp PERTIGS, ITC., a vz p3rVK-W N I NE W SLCUE-PggnVlS.rn•{u1-1 la. U.."U"roN sTAI[Mmi:1M 5[CUN[D PAR[tp[A rMNM{ wl em suw.w mumm V MA EEN. A..e. N.ME' sNiILAl11Rf O 774 q7d( 83, B. NUMBER Or ADETBAUL nn,n IM'-tti DATE MIMn b COUNT, .VYIDN M Co-, wn. dywl Nxti wve.Y u{ nyy TII IDRM_Ir +x ERROR Is M..E. e... F.T REL COTTER w ve xe.ROrt.<eMERERw.,rnrNlwM . gy.wrr le. R. whSrllxetONNnrDRMCOMMEnn. LCOOEaIr •nn w. eRLW.w<wlr[r E,«vnvn. i.M M .M A.,,M,.r AA... uro ^' _ 1 En T.Rm ,,.wino..... oremr q FEE. Drncr..I Dnv_oo N or WRIT... TRUE qo t ❑ PERSO..Lr.r.N,....l,x..n.rew<,u $,x. - .2 _1094 - _ UOmisbfss M.JR..x.M r....Mq.AIMn - NORTH VALLEY BUSINESS PARIM o PHASE 1, a NA General rn. .., Partnership Village Square Realty, Inc. E 10807 Montgomery, Suite B vo.1148eneE 139 .� Spokane NA 99206 I.A c" NAME CM, .Y. s O c n _ I. SICWIm P.RTrnlSlnw.wM.N. ARLCx EESl AIICCU. Rrvn .MtRI rl MEM -EF! BANCSHARES MORTGAGE COMPANY . PO BOX 2665 SPOKANE NA 99220 L J D 44RFCx pIIY g APPLIriNe RF,rMm I mudNSM/I rM U1.11 ANO W CIXIIUwAI,x xlnnM..,A-1.1 ila.bw n. R.rmrl IF , . L1'. .11.,.. n M,e[ernN 6. N MaE R Or ADO. no..I FAMIR NAIR.". 1, 1.1MxANC'..C.[MLT— IM I..PVp<WMnM IAI-A Mdrwlex', , a „rn,dM.I ALL OF WHICH IS DESCRIBED IN EXHIBIT "A” HERETO ALL THAT REAL PROPERTY DESCRIBED IN EXHIBIT "B" HERETO e. Ennus- ACgA.IDLMEY COAY ID:. NAi .,rl RnUwnNr F US .n. MCDMMFMC.^ COO& BANCORP MORTGAGE COMPANY 20000247 'let Mona PO BOX 3J47 _ (REPM) all.I.A, wA eewx. OEF PORTLAND OR 97208 L. Esselatyn ."..T.1 AT Or oclAoU.N. L Attn: J R) rmmmF1.1EOl1 Ox11 rMA.1110 Pf INMtD [MrM Mrrmmmrmn M,grJbwS.<vN M1nvmnM elrM Oenrv. M.w tlrrtLr rrnq.rMr am..om #rarM Wrrenl N. ~° - 194721 V774 P93 9/19/85 {J A _ e:. Nwnx.n • I. .Irm 1.ANEMA..-A.n<E -lm'm A ..... �nxnle AeyrnrMrr l,.r.<}l ORIGINAL ,TING NUMBER n❑n m«Lmnn. AAA nR1 AN. MI.,, R. Spokane Countv r.r,wM.....+•o.Mx . nxx, Rfm B USIN ES S P ARR PHASE I nr.Mw M,Mnr.n, L.NEII }. NO VALLEY BUSINS P ❑ x.n . <x...dM.......Mn,1.I {,...t.w.m re.MEn NAMfamuTDR.o }.x v 11, O(PIOR NAMtISr.ND SILxM VP[ISI' IJ. sf CVRfp 1.P1v N.M[ISInHO SILx >1 VRf ARE REBUFF( BV. I, 'I Al I N COMM1I 1r 1, US BANCORP MORT GAGE COMPANY, successor co: Ba m n ..'so)'' y ' s Nac_i�} eSooRrw�MRm.>o.. ,... x.x Is. MMn.mn,.s.,.M...sM RNA . C. Frisch ASST. VICE PRESIDE`[" CMY r _ rx.xn rxr Nrn _ rxr•f E 10. APmOV[O FOR .1 of 1.1 sin[ 0, w4SR.NDTW mnam l .N o,N KC I "AI a wASNCTON UCC }II xTURE rn1ND rMM.mgO/tO rM u IN SC I E THE slAM ER wRMN.,, r Transamerica Cas TWO Sorvices n¢D wFUmnoAt Feoum or, ' MIEM RECORDED Ferns. ro JUDITH A. BUTLER LUXINS Aem.w._ , " 1600 Wash. Tr. Fin. Center ._ .._ .. ................. .___. -. Spo kane, W A 99204 - 0466' DM. shu..tr_ P rmu..a .novmm m. atrononi uu , If EEO'0MTCC1E1= RE OUC 9Ij*! S LAM RILL IX0. Nau 7 3 21 'FM'85 WILLIAM E. 00144HUE AUDITOR 19MME D Deed of Trust (For Vie in the Star, o1 Wchington Only) i Nc F't+•r,t C " THIS DEED OF TRUST. made lhis_..r ............. deY of_........_T........... ........Ec......... 19.85 ... between , ._individually,....._... .. ........... GRANTOR. whose address is- .East - 1203...::... 56th.lsveaue.... Spokane,... WA... 99223.. ._ .................__._...._.., TRANSAkIERICA TITLC INSURANCE COAIPANY. A copulation, TRUSTEE. -'hare address i 1200 Sixth Avenue, Seattle, Waahur6tan, and...... HORTIL.VALLEY..BUSINESS _PARK,... PHASE..I._ a Washington general partnership ...... ..... -. ..... ...... ........... ... ... .. BENEFICIARY. whnseaddresais East . 1 0 . 8 . 97M ry,_ „Suite 8 Spokane WA 99206 WITNE.SSETH• Greater hereby bargains. sells and con to Trustee on Trust with Power of rate. the following dawribed real property to ._ .......Spokane .. Ca ntv Washington: "Rat portion of the South Half of the South Half of the Nortlnest Quarter of Section 9, Tavnsh 25 North, Range 44 E.W.M. deseribed as follos: Begin at the cen se terline intersection of Dawdish Road and Jackson Axenue; UxF ce South 89 ° 32'30” West along the centerline of Jackson Avenue a dis=,xI of 155.00 feet; thence South 00 "08'16 East, Parallel with the East line of said :Yttsn.°_st Quarter a distance of 30.00 feet to she South right-of -way line of Jackson A\Fnue which is the True Point of Beginning; theses continuing South 00 East a distance of 260.00 feet; thenee South 89°32'30" Wi st parallel with the oenterlina Of JadLwn Avesq, a distance of 174.35 feet; Uhonee North 00 "30'00" hest a distance of 260.00 feet to the South right-of -way line of Jackson Avenue; thence North 89 "32'30" East, along said right-of-way line, a distance of 176.00 feet to file True Point of Beginning; Situate in the Ctnynty of Spokane, state of Washington which real property is not used principally for agricultural or farming purposes, together with all the 4n- emrms, hereditnmrnts, and apPurtcnanre. now or hrm.fter Ihrmunlo belonging or in any wine s p i net, failing. and the rem., issues and pro01a thereal. This dred is for the Purpose of securing relfarmaou of each egrermeal of gsull , heroin eoa,inrd. and o f the nom of 7wo Htadrai Fi fq•,'l�lf}t = ;u�ts ;, t -- nau.n IS. 750.00, 001 payment ......... ................._......__.rr.. • :E.:!r. I r... \' \1 .P v with inmreat, in ermnlnnc with the term. of 0.phioM^t'Rrt�l:1+N xL1lr" Nlioxi: SIf�A!M w)'ahle to Fenn, fici.ry or order. and rondo LY Grantor. and nil ernewnla, mod,fioAOan. and ntena,ons thrrcof. And also such further sum" en m.y be advanced or honed by Beneficinn• to Grnntor, or any of their ucceraen or a.nigm, together with interest therms at such late u shall be'arreA upon. To protect the security of this Deed of Trust. Grantor mveutna and Agrees; 1. To Amp the por e,ty in anwl cndit;.. and mpein to ,not no w..I. Ihemd: to mmhdrb Any building. structure or bnprovemrnt 1. -inR built or al+oul to he built lhrreon: to ne"mre promptly env building. nmclnm or improvement than n which may be dmm�ml or dramsnl: and to cng4v with All Lawa oNinanam, la1.1.1h es. tovmany amelltiurr and rtaOT,,on. aasrti II+A Pro{wny, As r / 784 rote 171, - Transamerica gl Till9 $CrV+Lai i1�4M wKa caresser 1 TNi Va(:i MpYREOIPrrr[tblOErti NYC 'i e 6 JI1u7J,,... V na rrEEO `° a A +d bw lla .. 7759 2'. taro tern aECOIp AL uy oesr or r v REOUYfiniA.'I I IIC° F Nav 7 3 21 PH'85 ,L s I T a r yl WILLUW E. DB AMUE r ;F w'a. amaoES Rnua. ro t� IfPOfANE OOUM BEPUIT�' / ASLL ew__ JUDITH A BUTLER LUKI;:S A ANHIS, P L ` JC •••- 3600 Nas_h_._Tr_._F in. _Cen_t er - - co ems 1 _ — Spok_ one, WA 99204 -0466 K tn Deed of Trust ' (Far Use in the Stale o/ Weahinrlon Only THIS DEED OF TRUST. made IN ........ 1v�...�.. day of......L�e ✓F,.rr l NORTH VALLEY BUSINESS PARK, "`""" ""-° ID.85......, between General . Partnership ......................_PHASE I, a Washington .................................................. ............................... GRANTOR, I wh.x addrnsin... East 10807 Mon TRANS Omer ...... -- .... . .........9_..._...y,c._Sui Suite n .. .Spokae. c._t`'.A._99206 ANIERICA TITLE INSURANCE COMPANY, m t 1200 Six W .lubugto end s rP0rati th Avenue, Seattle,at4 TRUSTEE, whose addrees u a ...... .,, -.-JOHN ... JOHN M SNEAD III individually . - .. .. ... .... .BENEFICIARY. wh.seaddrev m. East 1203 - 56th Avenue, Spokane, WA 99223 {s'ITNF.SSEfPh Grantor hereby a ........ sells and cm•e to Trustee in Trust, with - � ..th e � Y" power of Bole, th folbnis[ devcrilwd real pr in ... ... ... Spokane That ............. .. ............... Counfy. Washington: ? Porti N orth, P of.the South half of the ....... cv.:shio 25 r ; south Half of the i go o st Quart n, des er of seetion_9, _ 4�4`W .i1., Bppkane County, W:.shin9ton, cribed as-follvws: Btq:n at the oesrnrlim intersection of Bo•ctlsh R1ad and Jackson Avenue; thence south 89 °: e 2'30" Vest, along the centerlin of Jackson Avenue, a distance of 155.00 feet; U>_rlt , Para South 00 "08'16" East, with the East line of id Nortaest Quarter, a �tanhco of 30,00 feet sa to the South rigltt-Of -Dray line of Jackson Avenue- thence unirhg South 00"W'16" Fast a distance of 260.00 feet; thane south 89 ° 32'70" West' Parallel with the mnterluhe of Jackson Avenue, a dil ea of 174.35 feet to S the Tae Point of Fie91nuting; thesOn forth 00 ° 30'00" K'st a distOnee of 260.00 foot o tie South right in, line of Jackson A best o veshue; thence South 89 ° 32'30" W along Wait of•VtLi the bf -xy l; .+a a distance of 234.00 feet t cahcerlire of .a point which is 565.00 feet of Bowdish Poad, Treas ured along to South right Of -way line Jackson Aveme; UhersIe South 00 ° 08'16" Fast, Parallel with the East line of said !.Vrtb t ""gar, a distarce of 260.00 feat; theme,, North 89 0 32'30" Fast a distance It 235.65 feet el the T Point of Beginning, which h reel property i+ out uaad pnocjpally tar .griNltu eel Or terming purrnsla, together wjlh all the 4n- Mrrdiiamrnts, end apps rtcnenm now ar hereafter thereunto belonging or in any wise nP,, tainin[. and the less. issues and profits therm,. This dead is for the purpose of .ecvnng prrlmm�ena of each egrerment of greater hamin contained, and wymetol the sum of_S,x., ��� ^red fifty • thousand and M /100 wi Dnll th Infect, r a rlanre with th 4mu nl • promi.Wary note av��.'fXdL'Syrdw 00.00 secs antra +.. 5,. ..:...............) -1h I unhn .urtu .. m.y v order. and made a lv Gnntnr, and all rene -Fla, mmlificntion+ and A L,.. j... therre Fad ..1. p tJVYf mch l !,e u.,lot or loured by Benrfici.ry In Grantor, or any of their U;caon or —ig., together with interest thereon at such este u .hall be agreed upon. To protect the sasvritY of this Deed of Trust, Grantor casemate and agrees: 1. To keep ah. properly In xo d Fn di,jon and orp.b; to ..It no wino Nereol; to eomplab Any hvildmg, structure or imprmement being built or'"t W he built thereon: W sesmre 0 ildjn[, str ucture m tmpn,vnmet lberwm which Pmmp Y ) It Laws, ordjrunm, regulations, cveanta, conditions arnd enacting e Bed to comply wllh Props y. . • IM1{P(IVR[IIIINaM1pevMep WUUMb SEE WaSNIN IDN UNIIp .IM.MIR / RMrM YmrL prM «nX W<rny yrry rnbbLmWWU11 IL [I -1K4 I., MI., -1 ' CCNSICN.RNI tn{rinrnb Mmn<IVUl ryrryyL pnIY , 1F •lmVb>uO InNIS11Mm[�... MC V.p pr1 • nbb[vnirW «[pNTD'rII nC C�A I4Y NnR r •r pre«IeVI y IM ancL UY Dnu L RSIWSI Fnr.rarl«Ra OMt�I ❑ PER54RALM,Lr4PPERE nwup•O/ A5RI NORTI] VALLEY RUSINCSS PARK PEASE I, a Washington general a :'- FE partnership - — " a E. 10007 Montgomery <` Sl ^• C Spokane, WA 99206, •° N t''n v y[y..�. LO �9 1 m LV —.. 1. 1 MUMB[RaNWnIayL SNLLiS A1t.CX[D b Z c 9a«c I. aEC[M[D PAartn[ »In «uSnelq) i• �LY IM nn.,X.pEn 5 RpICN[ImaS[e DvYRn E — [- I John M. Snead, III I4M•�rO•R RL1nM1 «D - I.•A E. 1203 - 56th Avenue - V' Spokane WA 99223 Spokane , WA 99206 G x ID ! p, 1".. RAML ORR AR,R' .. O �T z f J o ? o L A I., 6[LVRLORAI"'S111• "I r John . ! r 4 1 17 .. �j�.. 13 A{NO/CiON ES.LL.IANi. ENC V PLEAS[ TVL FORM -FIRS "'O'S' MAO'. CORRLCI ALL COPIES M$CNuRRLULMLfER�rLd41Y9Rrr•ME., rIM IN •lFm CamnellM AMrreMR OA 411IYP ETMS VwwLQn •i NSwu NR«ERE ?_ M1 L RSIWSI Fnr.rarl«Ra OMt�I ❑ PER54RALM,Lr4PPERE nwup•O/ A5RI 1. FOR OIEICe MU ONV -oOxm MartnxrMiF ROR N uRI5Wf56 h1 /4am�wnwl.YOtl IFW y L O •n CRAIM O t C .. SEN: FEW y[y..�. (D m �9 1 m LV —.. NORTH VALEYII51igS PARR 9a«c PHASE I, a WaGhi[gton general .. .`.•. le o A r. - 1 E10807FOntgnp� vo.1153raee1155 y Spokane , WA 99206 .1 C x ID ! p, 1".. RAML ORR AR,R' .. O �T z o W ! o ? A SECURED MRiY4E611wrOMMMUI A I., 6[LVRLORAI"'S111• "I r John 4wOWglnul 0 I M. Snead, III E. 1203 - 56th Avenue.' I G y , • a. u..n.tuaf rrtlRC<F.n c.labnnE m..o- m•n.a RRVm Spokane, WA 99223 .. that real Property described in Exh hit 'A' hereto d D p FIR nM n,Empty Lj "SM .ro.n ., .. U. .o- EM M11MINan n..mmro-M.dM{mrwrx -.M R MR m<«,X M... ID.rb. il w«P. ARM, a..<raer.l .. .� All buildings structures, inprommments fix and articles of property IoM or heraafhs attached to, or used or adapted for use in the operation of the said prenises. 1N <I•XUn nlnM I <Ip b RMl ln,ecvp In x11 n.IN<Ie ra<vOR aM p.GUaR.,p lO,. yr«y.O arKaO n Rr.mp. D PmM{a<aM X «.PIW<o-ne. Judith A. Butler Lukins 6 Annis, P.S. Suite 1600, Washington Trust Financial Center Spokane, WA 99204 L nLI IDa W�J•N F1IM 1 WVYn RUnl U ala LOl 11 Kx aL IFCrtRtl If LocLrtD J ® [OMEN E.EAI EFE plp4y InnOq n,lnrvnl blwn rlO pplpNl OX b«v.I MYI4,1, b.rYq IN •nmWr Ysn Lr Cm.... ... ... MI— ❑rVLL A5514NMFNi ALdIM S«uM `IRS .r WIYUaAS.IFOri•RM.rYM 114 rynOwYwnFb, Slr«. p..n«YpnpIO EM A.gy.lb - urrYrnl.IO,1.OIr...I..I.qOOFhn4 - ❑ PARIMI ASSIDNMEN, TM 5«v.p P•RY. IRAI.IM.I IM ln.n<Yb .... .I MMOS MR rEAMPP WnnF N. L M OP «q«W p.•OpPS n Lm a `APE p.P•...gnp I.IM Mnpwln,Nn•.Ir.nm O,f .u.w «I µper F [m .. ❑ AMEMOMFM. Fnwq uwwwR bOYp IL iur-0w .4r•n F b 6s O�MM «r1 MA F pw a ❑«RIM RIII ACES Pa,ER Y nP. M . W eEEMPEE vOq FEm.P_.. r MR PAPPRIME np«anrnrFML ❑... ..... E—.« MEf .lrobw•e4m.. xnn1lYM.n• .vR4ns.Mwpnlo-po-LM w4<n.AM«rdeA .II .n..nRlnrrM«a/ f OF.p,M1 rJN s O-r Iptn<4[ ovnw �na�q nl.nr.. -N dlx.. •.4e InnR, n,me a bOV1.1 aEP,.M- enl4uLAO prine Snn.E AnrN «Iln«.. RE(A.Om AXM inlneu in LMtalnal IP« «...... pAn.l<Lml LIO <InNnueim lo<¢mnr ^•Innl ln.minn lniW Nllm.A.n r1.<a pr<yMnpo VP{ {I.m, n.Aen IAe peMn l M.Iwn n.{ tnaMe'l b11uL{UIe, n RID «MnNn..np.allR Rrn.«Irol «o•1ax.ew.e,. n.ARn. NRFm •nxRn "D . "R.F lRF. -FRI IOMp.v Ip rr In, pnn� «[np« fl Irn.M Il pIMn III NO r, VAI.LcY a;� ,S n PARI( PlGSE 1, a� ushingoc, -Den " am Tn..nrnr. $a o n c�rpora[}bn r) ml partner USL l AMIC.OLL 10 InEOPLInON $1.11 MunaA, 61 Ana a "AA 1111[51 <mnw wI IM ra^ndrN rNMrn In.� Pyx. IMM( NORTH VALLEY BE'SI17F55 PAR( PHASE � I, a WasMmtgn W PM; Pi:i M; einr nrnYE•,.tir.:Rl Ear I ^^nw,nYnLL MfNI LO11 I. Judith A. Butler Lkins i Annis, P.S. 1600 Washington Trust F i nanc i a l C Spokane, VA 99204 MIr ' CO" 1 • FILING OFFICE R.IYm b: CEIVNEY' RIIpiW d G • n ...r•N<nOrM .M RrO.• J WAMYRnla1 LCC.r.. nNIr4pM LOMMIpLIAL LOOF .. n NL Of II[[NSINO ME OLYMrIR. WA SSSOY00] M.A. C.,... 1.." EO rxe rA.IM.NL O1 1m5x61N IS. 1..O1EIG LEE ONV: •E b $.1.1M Or WASERE.I VSEIN<ME $.1 SMNmON INNYSpI COPY I - COL'NIY AUDITOR MALnM11M FRY' ...... W rRiMG I.E. ATImID FOR LOU In RR SIR II a µ.LIINOIP I nV L(LINEN peKMEpS C . M.LSNNcmN uNNORM CEMMCRC4L COOL V�!. i82 f�t: 1676 LE Y 1M LNNIa FIamFlwlpurp YmrFbpw FN 4curen p,m YFbalwxnN xl(Sr[.�I L[.l5(b 1N<NnuR NXN i <b N rvNOla ra<M Y RY rtN eWN IKS,I\ R M trKPaiF M Nw m Yrlwell a rI<v0 n N[mPY [�1 nYaFR<.PC wrw N. I / PaCPda WUw,Nrr Flw<rwrN. - TURN,.CXNGMLEOGMLN1 C rn. FIL[IpI gC<KO FYM F Judith A. Butler rounn wnrtoR aLnLNm P.S :N NUL L Rn5 Lukine G Annis, VOC.Ii. I •I (1 `' V IVY - . a118�hT .,1 C.1 LIWLRLNFG PL -..\ • 1 , 1 / y R L PY ' r• "• Ru•Ln n1.FORY- IFAnn1RORUMnD4c.Nn I" uL COPIn OYUrsJ CxueL VYLLIM1rR Vnxr, FN.'" vWLNMF1Y+ OmwNxn LxvM,y CVY xq..21, GrO11n IY�1.. RO1 wYnKnv Mon». ! l�r.�E; �.' IXLIOI @YxYnr[IIx Ia M,nl LFOR.111.1 Ds.ONV -0.O x Oi MRVL IN 11..1 Z A L L � IERSOMLL YY Kx4�x MYNUY LSN: ., - {: LIeISYLss E, w.r.m nw t � - ' F 'u"K pro FNOPOH VALLEY BUSINESS PARR PHASE I, - I JOHN lI. SNEAO, III - Q - Financial Center E. 1203 - 56th Avenue p - Spokane, WA 99206 -. Spokane, WA 1 99223 C cm - . V Ll - Spoka Count Audit b..xnwxnlNN ---q .rr�,pL•.��pN px�Fr YFrFnbrf. LYl xNn SELF.l 1 OL IN4 q mar -I.0 ' E. FELL LL1MIYgmNxxIM In.K Kla PYP«F m1 µNmnnM MK y.. xY nl N•, IigIK 1F.xA KIM tlnLM 11[00. .. a 1 xuvernaMariDNLL VrEm ATIRCXfD.� s - YNRID MRnOCn la nuC^KDU S. ASMEN[a51l YCLP[D MRnI 'r'. 1^rn[ua FaOrtvY ' --I IF.PN[Fd,l R,Y NMMM YK.N KbNn.YFn F K (Re.K LM[ \FLP<MF4 bIl NORTH VALLEY BUSINESS PARR PHASE I, V R a Washington general partnership p omen rKan -:� " E. 10807 Montgomery fJ Spokane, km 99223 Spokane, WA 99206 ].A e L J 4 W =AJI NAMEI5I Ott SENREOf ' NIO .Knl \wKxold ft wM:MI<alm,N aeS<nMa .XRK n.nKn. M<PIry •n.rtu re� a::- <KY.esw rN, nx2uR[nuxc<eKr.IN IaMx•ni bLY LPM ® IM1 .ReX..rt bb[.rt rvvP..P1... all that real PLpPertY described in Exhibit 'A' hRSpta al the O 1N o-eYrr /Nrvnb,n.rdn Pr... ' I WASMIHGRIM MC-3 O 1MP<p,mn mnlrFNPIN RN I1rcIrgNLFFFrballw K[wnILbY Mrt.OPIN.,XrMPrvr[rMPIM �INP mrY LUrN Pr... ' 114 KAM rtF xYl.. UY kxl Yb<n plm I All ths, sdto frF and articl of p or hereafter of e said ad proms [anin e hereafter e hereafter or used or r a a dapted for use in n the file operation th attached ed to, to, use ada pted use ranw nnrva Pt•Yln 1N<NnuR NXN i <b N rvNOla ra<M Y RY rtN eWN IKS,I\ R M trKPaiF M Nw m Yrlwell a rI<v0 n N[mPY [�1 nYaFR<.PC wrw N. I / PaCPda WUw,Nrr Flw<rwrN. - TURN,.CXNGMLEOGMLN1 C rn. FIL[IpI gC<KO FYM F Judith A. Butler rounn wnrtoR aLnLNm P.S :N NUL L Rn5 Lukine G Annis, VOC.Ii. I •I (1 `' V IVY - . a118�hT .,1 C.1 LIWLRLNFG PL -..\ • 1 , 1 / y R L PY ' r• "• Ru•Ln n1.FORY- IFAnn1RORUMnD4c.Nn I" uL COPIn OYUrsJ CxueL VYLLIM1rR Vnxr, FN.'" vWLNMF1Y+ OmwNxn LxvM,y CVY xq..21, GrO11n IY�1.. RO1 wYnKnv Mon». ! l�r.�E; �.' IXLIOI @YxYnr[IIx Ia M,nl LFOR.111.1 Ds.ONV -0.O x Oi MRVL IN 11..1 Z A L L � IERSOMLL YY Kx4�x MYNUY LSN: ., - {: LIeISYLss E, w.r.m nw t � - ' . r 1 TIUVAODFAUIPF511xm, . , F 'u"K pro FNOPOH VALLEY BUSINESS PARR PHASE I, - I uwr......M.nuAt A Washington general partnership . - Financial Center IN - Spokane, WA 99206 -. L _J Lvkins G NuLie P.S. Spoka Count Audit b..xnwxnlNN ---q .rr�,pL•.��pN px�Fr YFrFnbrf. LYl xNn SELF.l 1 OL IN4 q mar -I.0 ' E. FELL LL1MIYgmNxxIM In.K Kla PYP«F m1 µNmnnM MK y.. xY nl N•, IigIK 1F.xA KIM tlnLM 11[00. .. a 11. - JOHN M. .Q'7EA0, III C D ERDNXM1EMIMD8AUIMURUU4 ]. iM MnlmYrpnuf^FE OY w<$KIr'FC N,rNINllm4[MNIM n10NILIbMN<I Ce^dn<N'. W•,!'r(T'Y: F K (Re.K LM[ \FLP<MF4 bIl <o'•[YN FSFK'KA1f •a u11_I. F'C I<I E. 1203 - 56th Avenue VOL. 153recE1156 i omen rKan -:� Spokane, km 99223 {m VH P� LLEYH �LA1 YFle.a.lrtnIM0.EW IIxFIXn YFi <NN[EbVU<MFIF . a s I W =AJI NAMEI5I Ott SENREOf ' NIO .Knl \wKxold ft wM:MI<alm,N aeS<nMa .XRK n.nKn. M<PIry •n.rtu re� a::- <KY.esw 1 / I 1PND[ N.ME DM. Y..N I WASMIHGRIM MC-3 Z bl(� F.IO SIRntlY IJmN nb NmeO.a . r 1 TIUVAODFAUIPF511xm, . , F 'u"K pro FNOPOH VALLEY BUSINESS PARR PHASE I, - I uwr......M.nuAt A Washington general partnership . - Financial Center E. 10807 Montgane2y - Spokane, WA 99206 -. L _J Lvkins G NuLie P.S. Spoka Count Audit b..xnwxnlNN ---q .rr�,pL•.��pN px�Fr YFrFnbrf. LYl xNn SELF.l 1 OL IN4 q mar -I.0 ' E. FELL LL1MIYgmNxxIM In.K Kla PYP«F m1 µNmnnM MK y.. xY nl N•, IigIK 1F.xA KIM tlnLM 11[00. N C.."NUA IDN.1M1.. I.rn.p <IFrwnr M1rrr,Kr rM1 DxrslFl KN YavFN FKIYIML MF•Yq IYnnbr Ynnn F pn[ 4 N Mi FIM[Iiv. ❑rVL . R551LHMENI,AE wN tltr.n N M. x)FpMINNI },1�rryrN VdxIMInv[Yp Nxx.nrr M' Fy IY rurMrYsnFpp, Enw Gxnxv4N<I.IY1F\IPw,IN nKmlFl V F Cer F. ❑ MNn4.ES51GHMEMI.IN Sw.FM1YlrPrF uxF• rM I,•M�q Fx.n[nl YwglY rnn4n YNnnFN. y, IR Uw P<pnv PrFbl FM R NxF Yw• xvpM n rM1 NFgwlx nlnr, nxxrN N tll.nlxl Flgv n b F. ❑ AM[NOMEM. FFn[,N FFwrrll b..q lY rrNw NwnFb, L NxrxM n xl lmn F Xu a M11II1L PELEASI. Sw.1 M1ly •.YxFV IN xR,l�l Rq-0x F br LI•nn M NvKFq nnF•xrlbrq IY •nmX,r xpr• Fq 6 Suite 1600 Washington Trust - uwr......M.nuAt - Financial Center Judith A Butler " Spokane, WA 99204 Lvkins G NuLie P.S. I .. L J 1600 Washing m] Trust Fiticfal Center A. KAReX04ROa, 11. Spokane, WA 99204 992 C D ERDNXM1EMIMD8AUIMURUU4 ]. iM MnlmYrpnuf^FE OY w<$KIr'FC N,rNINllm4[MNIM n10NILIbMN<I Ce^dn<N'. W•,!'r(T'Y: F K (Re.K LM[ \FLP<MF4 bIl <o'•[YN FSFK'KA1f •a u11_I. F'C I<I .. n ;�!.•'. MRF 10 SECURED Y NAMEN N FL IFIJ FIrtOI UNI «IIOF IKFIFILRL inFmlM IVIOKInenN OiONV10 bR omen rKan -:� JdW:M. 5IIAD III {m VH P� LLEYH �LA1 YFle.a.lrtnIM0.EW IIxFIXn YFi <NN[EbVU<MFIF . a iY HNMfI51 OF OEBIp1151 AC'J MFnN51X 9(I%I W =AJI NAMEI5I Ott SENREOf ' NIO .Knl \wKxold ft wM:MI<alm,N aeS<nMa .XRK n.nKn. M<PIry •n.rtu re� a::- <KY.esw 1 / B By I WASMIHGRIM MC-3 bl(� F.IO SIRntlY IJmN nb NmeO.a ranw nnrva Pt•Yln iI WIAIU �SIOE efilMrsl - � C nGY4wC $1 OF RNRFO fl 10)0. KwnrG.Mn<MMearvm<,dgiry,PtdyeFN nrrKN,a MN,naul � � I $IGNRiURE1510r pFNipP15 11. PFIUIIH A[tMOVa1FIX1u[uI [nw m 1 .. .... �.�.. pus+. JOHN It. SNGO, III general pi]rtncrscrstup iuD q' , ��Ciu..ZnV MMONO.NRIIUITI xrlrly.INl NY Y CURED IIII.IAS' x• 1,<Wn<.—' Iv I I I.pPF NAME MiC IYNn b. CDVI AUDllpl P ay[Y x[r[ sx�. NN'nmerV M nuY MVNRIURE COPY I�OUNW AUDITOR 11 wwmnx UCC..muu rnlNu "AAA1TID'ICOrMUYw\NHCIAIEw K..11HU IN F uwr......M.nuAt Judith A Butler coot Donn..... Lvkins G NuLie P.S. or uax.xD ..o.RO. uev 1600 Washing m] Trust Fiticfal Center A. KAReX04ROa, Spokane, WA 99204 992 RIANI MANFC.0 X1 C I LE.O.NF OR .. .1 I VF LI C.XU.D L J IL rDR DrFICf MSF C.f4 Fn •b Yin.X FD.0 A.FR0 F0 VSF w .M - ] Lif Or W/SNMLION IW MYEfI GIO I WASMIHGRIM MC-3 COPY 1 • RUNG orFICE 8602U701S2 "Iii : 7981:111S�G GROUND LEASE AGREEMENT THIS GROUND LEASE AGREEMENT ( "Lease ") shall be effective an of the let day of December, 1985, and is entered into as of the date indicated below, above the signatures of the parties, by and between THE JOHN M. SNEAD III CHILDREN'3 TRUST, dated December 30, 1985, on which John M. Snead III appears as Grantor and Norma A. Collins appears as Trustee ("Landlord"), and JOHN M. SNEAD III ( "Tenant "), with refer- ence to the following facts: A. Landlord is the owner, for a term of years, of certain Land located in Sockane County, Washington ( Land "), which Land is more fully described in Exhibit 'A" attncl:ed hereto and incorporated herein by this reference, but Land- lord is not the owner of the improvements located on said Land. B. Tenant desires to lease the Land from Landlord for the rent and term, and subject to the terms set forth in this Lease. Tenant has constructed a building and various improve- ments on the Land (collectively the "Improvements "), which Improvements ahall remain the property of Tenant at all times throughout the term of this Lease and following rte termina- tion. The Land and Improvements shall be referred to herein collectively as the "Promisee." ' NOW, THEREFORE, Landlord and Tenant agree as follows: 1. LEASE OF LAND Landlord hereby leases the Land to Tenant, end Tenant hereby leases the Land from Landlord, for the rent and term, and subject to the terms set forth in this Lease. - 2. TERM O LEASE The tern of this Lease shall com- mence on December 1, 1985 ( "commencement date "), and shall continue for ten (10) years plus two (2) months, and termi- nate at midnight on January 31, 1996, which shall correspond with the termination of Landlord's ownership interest in the leaeed Land. 3. RENT. Tenant shall pay to Landlord as a minimum annual rent, without deduction, set -off,' prior notice or demand, the sum of Nine Thousand Nine Hundred Dollars ($9,900.00) per year. Such rent shall be paid each month, in advance on or before the first day of each month, in monthly installments of Eight Hund Ted Twenty -fivo Dollars (S8:5.00), beginning on the commencement date and continuing during the term of this Lease. All rent shall be paid to Landlord in lawful money of the United States, at such address as may be designated by Landlord from time to time. Additionally, Tenant's rental obligation shall include all costs to be paid by Tenant under this Lease in 798 rra 1007„ EXHIBIT 'A' GROUND ONLY That portion of the South half of the South half of the Northwest Quarter of Section 9, Township 25 North, Range 44 E.W.M. descr 44 fo .. .... -.i, Begin at the centerline - intersection of Bowdish Road and'Jackson Avenue( thence South 89 West along the centerline of Jackson Avenue 4 distance of 155.0 feetl thence South 00 East parallel with the East line of said Northwest Quarter a distance of 30,00 feet to the South right -of -way line of Jackson Avenue which ia.the true point of beginning, thence continuing South 00 "East a distance of 260.00 feet, thence South 89 West parallel with the centerline of Jackson Avenue; a distance of 114,35 feetl thence North 00 West a distance of 260.00 feet to the South right -of -way line of Jackson Avenuel thence North 89 East, along said right -of -way line a distance of 176.00 feet to the true point of beginning. I IGtO du ar ^BROCID . FEB, 7" cs7H'� WILLIAM E.:O AIWE ;V*XANE0000 tl,WA5151 QO CrU fl UU +iii , 1 -1- I' V Transamerica �. Till, in .... ow SandOst. �, rM1EV rON PFCOPD r.r PEOVE]r Or ,Yb 10 : c.m Dan, 90120702BG RCOIIENi r•r •: �.._"• UEC 7 4 12 N'90 WILLIAM E. DONAHUE AUOITDA SPOKANE. COUNTY. a'ASN. 5:+.M. =JN eurNAMOOROWDxrrUMTO Black t... J S. c- ..... ............ .... .... - ..... ....... LUICINS f4 ANNIS A wv.mwunssamaovsry w Two .....sae mmea . ....now osox nwrwxm. VOL. 115 8 PAGE 19'19 Deed of Trust (For Use in the State of 111ashingtan Only) THIS DEED OF TRUST, mode thin......Cl......... day of. ..... , December ......................... 19.90......, between THEODORE G. GUNNING and DIANE D. GUNNING, his wits ...............GRANTOR. ........... ........ ............................... E. 9616 Montgomery, Spokane, WA 99206 ' whomrldwxin ....................... ............................... ........ ........................._............... ............................... TRANSAMERICA TITLE INSURANCE COMPANY, a cnrporalion, TRUSTEE, whose addefts is 12M Sixth Avenue, Seattle, Washington, and. .................................................... .............. ..... - - - - - A. JO POSTELL- YOUNG, es. her, _separace_,pgoperty............ _.__ ...............BENEFICIARY. whoseaddraw a 301 Blanchard Ilollow Wh tef ash 59932... .. _...... . 11 WITNESS ET l: Greater herebv Imrgvins. sells and ro,vAya to Trustee in Trust, with Power of Ito. the Inllawing descrihnl real pmperty in ---- ....._....- Spokane __ ................-- ........._. County. Washington: StL ATTACHED LEGAL DESCRIPTION WHICH IS INCORPORATED BY REFERENCE which reel Property is not used r,inripn4v for vgrieulwrvl or Laming pollen ", tagether with rill the mm cments. hereditament.. And oPpurleo.nIe.s now or howaluer thereunto belonging or in any wine apPer taining. rind the rents. issues and profits thereof. This dead is for the purpose of securing prrformancr of each agreement of greater herein contained. and pavmcntofthesumot..'.Three Ilundred_Ten_ThCuS.d[ld - - -- Dollars lt�10,t7D0.nOl with interest. in nrrnrdnnm with the terms of n promissory onto of even dnur ho rwith, ,,, to Rene - IiAary or order, and mode by Cramer. and rill renewals, mndificntinns and e,Vosoan themnl. and Also such bather sum] as mnv be advancM or loaned be IMneficinry to Grantor, or any of their suveremra or assigns. together with interest therm. at such role m shall he ogewrl upon. To protect the amority of this Deed of Iruxt. Grantor covenants and agncs: I. To keep Rep prnprrty in greed condition and repair: to Permit no wnstr lhemoL to complete any building. etmcture or impmr+mrnt bring built or about to lc built thmmn: ta melon• prnmpNr any building. atrurmre nr impmomrnl thrnnn which may be damagM or drstwna•d: and to comply with all lnws. mdinanre, mgvda. lions, rmen.nx. ronditinns and restrictions Affecting the Pral,rrty. YOL. 115 8 PA6E 19 81 That portion of the South half of the South half of the Northwest quarter and of the North half of the Southwest quarter of Section 9, Township 25 North, Range 44 E.W.M., described as follows: Commencing at a point which is 641.55 feet North and 20 feet East of the West quarter corner of said Section 9: thence North 89 32'30" East along the South right of way line of Jackson Avenue 1870 feet to the True Point of Beginning; thence South parallel With the West line of Section 9 a distance of 644.2 feet; thence South 00 East parallel with the West line of said Section 9 a distance of 670.90 feet to the Northerly right of way line of Spokane International Railroad; thence Southeasterly along said Northerly line to the East line of the southwest quarter of said Section; thence North along said East line to the center of said Section; thence West along the South line of the Northwest quarter of said Section. 30 feet; thence North along the Nest line of Bowdish 640 feet more or less to the South line of Jackson Avenue; thence West along said South line to the True Point of Beginning; EXCEPT that portion of the above described lying Northerly of the Southerly right of way line of the fladison- Jackson Avenue Couplet (Montgomery Drivel as deeded to Spokane County under Auditor's File No.'s 7308210258 and 7308210259. AND EXCEPT the East 1 acre of that portion of the Northeast Quarter of the Southwest Quarter of said Section 9 lying South of the North 433.5 feet thereof and North of the Northerly right of way line of Spokane International Railroad; Situate in the County of Spokane, State of Washington VOL. 11 81 PAGE 112 _ ITIb�'� Lp `- 1104090219 mz9 7ppNESpMERICA TITLE When Recorded Return To: j 1 �R 9 2 28 PH '91 BENNETT 6 ASEENBRENER WnL16H I, UoN411UE E. 9415 Trent Ave. AUOIt ON Spokane, WA 99206 SPOKANE. COUNt Y. WA4t. (I DEED OF TRUST THIS DEED 6F TRUST, made and entered into this /!T day of March, 1991, between WILLIAM J. LAWSON and CAROL LAWSON, husband and wife, GRANTOR, whose address is E. 11802 Mansfield, Bay 13, Spokane, WA 99216, TRANSAMERICA TITLE INSURANCE COMPANY, a corporation, TRUSTEE, whose address is 1200 Sixth Avenue, Seattle, Washington, and NORTHWOOD PROPERTIES, INC., a Washington corporation, BENEFICIARY, whose address is E. 9616 Montgomery, Spokane, Washington 99206, WITNESSETH: Grantor hereby bargains, sells and conveys to Trustee in Trust, with power of sale, the following described real property in Spokane County,.Washingtont Parcel B That portion of the South half of the South half of the Northwest Quarter of Section 9, Township 25 North, Range 44 E.W.M. Spokane County, Washington, described as follows: Begin at the centerline intersection of Bowdish Road and Jackson Avenue, thence South 89 32'30" West, along the centerline of Jackson Avenue, a distance of 580.00 feet; thence South 00 08.10" East, parallel with the East line of said Northwest Quarter, a distance of 30.00 feet to the South right of way line of Jackson Avenue and the True Point of Beginning; thence continuing South 00 08.10" East a distance of 60.00 feet; thence South 89 32.30" West a distance of 64.17 feet; thence South 50 53.26- West a distance of 249.71 feet to a point on the Northeasterly right of way line of Montgomery Drive, said point is on a curve concave to the Southwest having a radius of 1030.00 feet, a radial line through said point bears North 41 41'13" East; thence Northwesterly, along said Northeasterly right of way line through a central angle of 9 25 ", an arc distance.of 169.54 feet to the beginning of a curve concave to the East having a radius of 25.00 feet; thence Northwest, North and Northeasterly, through a central angle of 108 57 ", an arc distance of 47.54 feet to the beginning of a curve concave to the Southeast having a radius of 335.88 feet; thence Northeast and Easterly, through a central angle of 38 19'39 ", an arc distance of 224.68 feet to end of curve and a point on the South right of way line of Jackson Avenue; thence North 89 32'30" East, along said right of way line, a distance of 187.69 feet to the True Point of Beginning; EXCEPT those portions conveyed to Spokane County as described in Right of Way Deeds, recorded under Auditor's File Nos. 7308210258, 7308210259, and 7308210263. Nme [m r[eq n9 t. . ..tl v[l w<lq n> or Y[l eu aunt or t.[my w•9^•.., t rue .0 t M[W`[uv pgn o Y ..... - e[ Aor..........-or. l..9lw n[ 1• ........ . mu ... .tl ... ... .. ...... .W .n to r..t Al.. 1. or too gage. .1 ..ev elq gnnm.e. et .pee Y[. �.n roe v.nnr ...a. met.,W. .m 11.1 .t to..r .,One Hundred Twenty Three Thousand Two Hundred Twenty Three and 50/100's Dollars ($123,223.50) 1u 1.[.[..t. t••ae unt ... p .run, ".m. t nu.uq .r . .m m. eT a . m .0 I . r .•r.l... .....el....tl n .00t•..gw et. ....... . an roan ..nho, u.......` oo d . w or 1 uW H w..u.i.n to d...n ua, .. .e. ..... or tl u. [ .I . W . 9 . tq.[Y , tp pn..or tM -11r, .1 l.,. 6y et T .t..-I., .e,.rn..m .9[..., t. To k..p too RT.n> to 9m. --It' . I ngln to atilt m rva no... .. esp\ ... ... Mll9 uv. lap. --o oolo9 rut .. t .. •n.n t. a mat a.., a ....n p.o.pay. > n audl' -.r- . u l.p.......a {4v[ vela u> b -.00 or Lu[rgtll W to .spl> vlu vll \uv. t vNl • n9vl n l.u, mr.ueu..mlluw vm t .Ytlm \ vl lvvetM tM P"-,. 1. Te oy ooto" dvllqu.nt v11 loot,] tuv. vtl • . t ulw t4. "o ortyl t knp to, P'"My It- vtl eI-, .1 LLl n.v[ e.vq.4 llo. or .uuve[vm.. i ...Y t - .•.v1[ >.1 1.. poop at Tnn. 1. i. t.., .11411.1'..........tt., ...n.0 q too p.vp.nl M ... goo Mnu - li-.lp A .... od Y.IUt lr• • � ' I /� 1110 4090220 ..L I / .�/ .nE - /SSU99 l When Recorded Return To: BENNETT 6 ASSENBRENER E. 9415 Trent Ave. Spokane, WA" 99206 ai I:".? ;aLru w; : U:coltbE0 �]DADttE \\ nt DO" ; c,r __?! APR 9 2 29 PH '51 W1LLIAR C. DONAHUE AUDITOR / SPOKANE. COUNIY. WASN.�O I l VOL. 1181PAGE 1125 DEED OF TRUST THIS DEED OF TRUST, made and entered into this /8 of March, 1991, between H.A.G., a Washington general partnership, GRANTOR, whose address in E. 11082 Mansfield, Bay 16, Spokane, WA 99216, TRANSAMERICA TITLE INSURANCE COMPANY, a corporation, TRUSTEE, whose address is 1200 Sixth Avenue, Seattle, Washington, and WILLIAM J. LAWSON and CAROL LAWSON, husband and wife, a Washington corporation, BENEFICIARY, whose address is E. 11802 Mansfield, Bay 13, Spokane, WA 99216, WITNESSETH: Grantor hereby bargains, sells and conveys to Trustee in Trust, with power of Bale, the following described real property in Spokane County, Washington: Parcel B That portion of the South half of the South half of the Northwest Quarter of Section 9, Township 25 North, Range 44 E.H.M. Spokane County, Washington, described as follows: Begin at the centerline intersection of Bowdish Road and Jackson Avenue, thence South 89 32 West, along the centerline of Jackson Avenue, a distance of 580.00 feet; thence South 00 08'10" East, parallel with the East line of said Northwest Quarter, a distance of 30.00 feet to the South right of way line of Jackson Avenue and the True Point of Beginning; thence continuing South 00 08'10" East a distance of 60.00 feet; thence South 89 32'30" West a distance of 64.17 feet; thence South 50 53 West a distance of 249.71 feet to a point on the Northeasterly right of way line of Montgomery Drive, said point is on a curve concave to the Southwest having a radius of 1030.00 feet, a radial line through said point bears North 41 41'13" East; thence Northwesterly, along said Northeasterly right of way line through a central angle of 9 25 ". an arc distance of 169.54 feet to the beginning of a curve concave to the East having a radius of 25.00 feet; thence Northwest, North and Northeasterly, through a central angle of 108 57 ", an arc distance of 47.54 feet to the beginning of a curve concave to the Southeast having a radius of 335.88 feet; thence Northeast and Easterly, through a central angle of 38 19'39 ", an arc distance of 224.68 feet to end of curve and a point on the South right of way line of Jackson Avenue; thence North 89 32 East, along said right of way line, a distance of 187.69 feet to the True Point of Beginning; EXCEPT those portions conveyed to Spokane County as described in Right of Way Deeds, recorded under Auditor's File Noe. 7308210258, 7308210259, and 7308210263. rely n•l p[np•n> l• mt u•tl glwlgll9 t •9[l.tltunl v t•ta1M q.F..•. tn9•Nn clue •ll tl.• t n `tor •pgn•nuev rove. n[ 1.•.••[ne toot... 1. to, ..... or ..... ru• .. n....... •m t.. ...... l ..... • . TI• b t t• or t.• q[q•• .t ••. 1y t.r . ... ....f .. ... ea el 9n n •[•la • m ,.t rot • p •u. . Forty Nine Thousand Seven n Hundred Eighty Eight and Q /1 9 4E= Dollars y ••. $ 49,788 . 00 J , rue lean n, l. o.ro. . a .... ... r.� l...p a u` or tl. o 1 -. . o[ • .m ..d.Mm...... .0 ....u., au, w.... n goo. u.. .m .. . •[ Yen vu• u 1l ,parole t•[r a a.u[etl q . a u • [ ....•en n. • •..... to,.r. rll. trot•[••[ tM[.m i. I .. t....Nna) al t.l. pm at i.,.t...ut......uu .m •9[..n I. T. .•op a protony 10 poop c.tlltlw •.o ugly to p..lt 'at . . t.n•oll av cvpin. tulldl'. nnvuu .[ lq[q�a W" bilt u .p wt t. b It Ml u.. s [rot o r• a .root.[. wl a u• p[�t1I uT tvlldtY. • y !l.q-.t a ,.• � y },�l��a- Hroir122deacE, ��� .. ' R _ AF That portion of the South' a of the - South., half' of the Northwest Quarter of Section. 9)TOwnship, 25:; NoiCh, Aenge 44 E.W.M., Spoken. County, described as. follows Begin at the centerline intersection of BOwdish Road and Jackson. - Avenue, thence South 89'32-30- West,; along the, centerline- of' Jackson Avenue, a distance' of , 580.001. feet;. thence South -' 00 East, parallel with the„ East line of :aaid Northwest. Quarter, a distance of 30.00 feet to the South right of way line - - of Jackson Avenue; thence continuing South 00 08'10" East n distance of 60.00 feet to the True .Point of Beginning; thence South 89 32'30" West a distance of 64.17 feet; thence South 50'53'26" Went a distance of 249.71 feet to the Northeasterly right of way line of Montgomery Drive;' said point is on a curve concave to the Southwest having a radius of 1030.00 feet, a radial line through said point bears North 4141 East; thence Southeasterly, through a central angle of 912'13 ", an arc distance of 165.45 feet to end of curve; thence South 39 06'34" East a distance of 50.26 feet; thence North 50 53'26" East a distance of 145.05 feet to a point 580.00 feet West of the centerline of Bowdish Road, measured along a line parallel _ with the centerline of Jackson Avenue; thence North 00 08 West parallel with the centerline of Bowdish Road, a distance of 225.00 feet to the True Point of Beginning; EXCEPT those portiona conveyed to Spokane County as described in Right of Way Deeds recorded under Auditor's File Nos. 7308210258; 7308210259 and 7308210263; Together with all right, title and entitlement under the Easement for ingress and egress and utilities filed under Spokane County Auditor's No. 91050BD176. Situate in the County of Spokane, State of Washington. TOGETHER WITH that certain Easement for Sewer Drain Field and Transport Line dated March 25, 1991 and recorded under Spokane County Auditor's No. 9106050130. /s /& '/ RECORDING REQUESTED BY AND, SSxUO WHEN RECORDED, RETURN TO: U.S. BANCORP MORTGAGE COMPANY Attention: Joyce Mattingly 555 S.W. Oak Portland, Oregon 97204 1'01. 1220''Ph E 502 mni(snlifalcn nnL t4NAIIUE M, NTUR :r Dr A "E. COUNTY, WASH. hujiSf Z7'= DEED OF TRUST, ASSIGNMENT OF RENTS AND SECURITY AGREEMENT THIS DEED OF TRUST, ASSIGNMENT OF RENTS AND SECURITY AGREEMENT (hereinafter called "Deed of Trust is made this 13th day of September, 1991, between Wiliam J. Lawson and Carol F. Lawson, husband and wife, whose address is North 5106 Northwood Drive, Spokane, Washington 99212 (hereinafter called "Grantor "); Transamerica Title Insurance Company, whose address is North 720 Argonne, Spokane, Washington 99212 (hereinafter called "Trustee "); and U.S. BANE OF WASHINGTON, NATIONAL ASSOCIATION, c/o U.S. BANCORP MORTGAGE COMPANY, an Oregon corporation, whose address is 555 S.W. Oak, Portland, Oregon 97204 (hereinafter called "Beneficiary "), 1^JWHNW.XY+tii:F That Grantor does hereby irrevocably GRANT, BARGAIN, SELL, and CONVEY TO TRUSTEE IN TRUST, WITH POWER OF SALE, that property in the County of Spokane, State of Washington, described in Exhibit "A" attached hereto and by this reference incorporated herein, which is herein collectively called the "Property." TOGETHER WITH all right, title and interest of Grantor in and to all contract rights, chattel paper, rents, general intangibles and all accounts now in existence or hereafter acquired which arise out of the operation of the Property, including,. but not limited to, all monies due and to become due thereunder and all guaranties and security for the payment of monies due and to become due thereunder; TOGETHER WITH all rents, issues, profits, royalties, income and other benefits derived from the Property (collectively called "rents "), subject to the right, power and authority hereinafter given to Grantor to collect and apply such rents; TOGETHER WITH all leasehold estate, right, title and interest of Grantor in and. to all leases or subleases covering the Property or any portion thereof now or hereafter existing or entered into; and all right, title and interest of Grantor thereunder, including, without limitation, all rash or security deposits, advance rentals, and deposits or payments of similar nature; T... y7 9110040228 RECORDING REQUESTED BY AND, WHEN RECORDED, RETURN TO: U.S. BANCORP MORTGAGE COMPANY Attention: Joyce Mattingly P•0 Box 4412 Portland, Oregon 97208 ro(.12 piGE 547 � nuiisiva� nn.e Get 2 4z VR'31 �i .... C]NAHUE .... . 9POCANI. COUNTY. WASH. b MEES1 SUBORDINATION, NON- DISTUR2 I'll AND ATTORNMENT ACREEMEN'1' TIIIS AGREEMENT is made this 1.� day of September, 1991 between GARY J. BARTON and SUE E. BARTON, husband and wife (hereinafter called "Tenant "), U.S. BANK OF WASHINGTON, NATIONAL ASSOCIATION (hereinafter called "Mortgagee "), and WILIA14 J. LAWSON and CAROL R. LAWSON, husband and wife (hereinafter called "Landlord'). WITNESSETH WHEREAS, the Tenant has entered into a lease doted 1, 1991, (the 'Lease") with Landlord covering premises (tile "Premises ") described in Exhibit "A" attached hereto and incorporated herein by this reference; and WHEREAS, the Mortgagee has agreed to make a loan of Four Hundred Thirty Thousand Dollars (5430,000.00( to the Landlord secured by a Deed of Trust, hereinafter referred to as "mortgage" (which mortgage also secures any future advances made by Lender); provided, however, that said Lease is subordinate to the lien of the mortgage; and WHEREAS, Mortgagee has been requested by Tenant and by Landlord to enter into a non - disturbance agreement with Tenant; NOW, THEREFORE, in consideration of the premises and mutual covenants hereinafter contained, the parties hereto mutually covenant and agree as follows: 1. The Lease and any extensions, renewals, replacements or modifications thereof, and all of the right, title and interest of the Tenant in and to said Premises, including but not limited to. any option or right of first refusal to purchase the Premises, or any acquisition of title to the Premises by Tenant during the term of the mortgage, are and shall be subject and subordinate to the mortgage and to all of the terms and conditions contained herein, and to any renewals, modifications, replacements, consolidations end extensions thereof. 2. Mortgagee consents to the Lease and, in the event of foreclosure of aaid mortgage, or in the event Mortgagee comes 1'� - 5 76 9,7 9110040229 RECORDING REQUESTED BY AND, WHEN RECORDED, RETURN TO: U.S. BANCORP MORTGAGE COMPANY Attention: Joyce Mattingly P.0 Box 4412 t 1 d Oregon 97208 PAGE 5 5 9 GCI _ I..UED ITUHNSAMERICI s 242 I'm '31 Per an , 9 FeflfE SUBORDINATION, NON - DISTURBANCE AIlD ATTORNMEN'I AGREEMENT •S.' L. UONAHUE \� VOITOR COUNTY, WASH. THIS AGREEMENT is made this /f� day of Sep"., between PATRIOT FIRE PROTECTION, INC., a Washington o„' ") OF WASII1NGTp11\� (hereinafter called 'Tenant U.S. DANK "Mortgagee "), and " \ 1991 ASSOCIIVrION (hereinafter called LAWSON and CAROL K. LAWSON, husband and wife (he[einq \� '\ Lion, ONAL "Landlord ")• r, iAM J. WITNESSETH \ rolled WHEREAS, the Tenant has entered into a lease dal, 1991, (tile "Lease ") with Landlord covering ptv "A" . ••Premises "I described in Exhibit attached ( `\ ,\ `IN ne 10, incorporated herein by this reference; and (the WHEREAS, the Mortgagee has agreed to make a I,, and Hundred Thirty Thousand Dollars ($430,000.00) to 11 \� secured by a Deed of Trust, hereinafter ref et future ay`�' .- , -mortgage" (which mortgage also secures any is I,p,dlord by Lender); provided, however, that said Lease apt„ �' U as the lien of the mortgage; and a made WHEREAS, Mortgagee has been requested by T,: I llate to Landlord to enter into a non - disturbance agreement wll \ ., NOW, THEREFORE, in consideration of tile, premie.., \,, 1 1^d t, by covenants hereinafter contained, the parties hell covenant and agree as follows: X11 mutual 101 ttually 1. The Lease and any extensions, renewals, or. modifications thereof, and all of the right interest of the Tenant in and to said Premises, j or right of first refusal std not limited to any option any acquisition of title to Lb,: I 1'\ ^me and the Premises, or are and ad I, hq but Tenant during the term of the mortgage, to all of It.. and subordinate to the mortgage and herein, and to any renewal., so, t "n6 by conditions contained consolidations and extensions tbereul. 11 :. qbj act m replacemds, 1 � and 2. Mortgagee consents to the Lease and, iu 111 "Ginn s, foreclosure of said mortgaga of iu the even[ N,.t h. ,. , nut of 0 /���Q� FILED 6V r.CO;ZDEO ' AECOR I R OU STED BY AND WHEN q �7 RECORDED RETURN TO: VOL, 131 f YSGE 2 2 JLL u 2 16 i li 1 92 U.S. Bank of Washington. National Association C/o U.S. Bancorp Mortgage Company •, .,,, .;'i;i; „,�,.. �.,.,, I. ^ r1, Attention: Donna Chinn V 501 S.E. Hawthorne Blvd. Fifth Floor Ip�r 'Portland, OR 97214 -3598 MODIFICATION AGREEMENT THIS AGREEMENT dated this 23rd day of June, 1992, is made by and between William J. Lawson and Carol K. Lawson, husband and wife, hereinafter called "Borrower,” A s A Construction 6 Development, Inc., a Washington corporation, hereinafter called "Guarantor ", and U.S. Bank of Washington, National Association, C/o U.S. Bancorp Mortgage Company, an Oregon corporation, hereinafter called "Lender," in consideration of [heir mutual benefits and agreements herein contained. 1. This Agreement applies to a certain Promissory Note ( "Note "), held by Lender, dated September 13, 1991, in the principal amount of Four Hundred Thirty Thousand and 110 1100 Dollars ($430,000.00), with the final payment due on June 1, 1992, the maturity date of the Note, and made by Borrower. 2. The Note is secured by a Deed of Trust, Assignment of Rents and Security Agreement ( "Deed of Trust ") also held by Lender, dated the same date as the Note, and executed by Borrower on the property situated in the County of Spokane, State of Washington, and recorded under Spokane County Auditor's File No. 9110040226. The Note is also secured by an Assignment of Leases and Cash Collateral ( "Assignment ")dated September 13, 1991, and recorded under Spokane County Auditor's File No. 9110040227. The property secured is legally described as follows: SEE EXHIBIT A ATTACHED HERETO AND INCORPORATED HEREIN BY THIS REFERENCE. 3. The unpaid principal balance of the Note on June 18, 1992, is Four Hundred Thirty Thousand and N01100 Dollars ($430,000.00). Borrower promises to pay such unpaid balance and interest to Lender according to the terms of the Note as modified by this Modification Agreement. 4. Borrower and Lender agree that the Note and Deed of Trust are modified as follows: a. The maturity date of the Note.is hereby extended from June 1, 1992 to December 31, 1992. PBLE 53:{ nRn IDS 769J 9ISO09O2Z7 1RANSAMCRICATITLE RECORDING REQUESTED BY AND WHEN RECORDED RETURN TO: Go I 2 41 Yd '31 U.S. BANCORP MORTGAGE COMPANY _ UDNANUE AUUpNR Attention: Joyce Mattingly nPC 1: ml C. COUNTY. WASH. 555 S.W. Oak Portland, Oregon 97204 lime d /i ASSIGNMENT OF LEASES AND CASH COLLATERAL ' THIS ASSIGNMENT is made this 13 911- day of September, 1991, by William J. Lawson and Carol K. Lawson, husband and wife (hereinafter referred to as "Assignor "), whose mailing address is North 5106 Northwood Drive, Spokane, Washington 99212, in favor of U.S. BANK OF WASHINGTON, NATIONAL ASSOCIATION, c/o U.S. BANCORP MORTGAGE COMPANY, an Oregon corporation (hereinafter referred to as "Assignee "), with a mailing address of 555 S.W. Oak, Portland, Oregon 97204. WITNESSETH FOR VALVE RECEIVED, Assignor does hereby ABSOLUTELY AND IMMEDIATELY SELL, ASSIGN, TRANSFER, CONVEY, SET OVER and DELIVER unto Assignee any and all existing and future leases (including subleases thereof), whether written or oral, and all future agreements for use and occupancy, and any and all extensions, renewal. and replacements thereof, upon all or relating to any part of the premises described more particularly in Exhibit "A" (the "Premises "), together with all buildings and improvements thereon. All such leases, subleases, tenancies, agreements, extensions, renewals and replacements are hereinafter collectively referred to as the "Leases." The identified Leases, if any, are either presently existing or future leases, and are as shown in Schedule 1, which is attached hereto and incorporated by reference as if fully .et forth at this point. TOGETHER with any and all guaranties of tenant'. performance under any and all of the Leases. TOGETHER with the immediate and continuing right to collect and receive all of the rents, income, receipts, revenues, issues, profits and other income of any nature now due or which may become due or to which Assignor may now or shall hereafter become entitled to or may make demand or claim for, arising or issuing from or out of the Leases or from or out of the Premises or any part thereof (including any income of any nature coming due during any redemption period), including but not limited to, minimum rents, additional rents, percentage rents, parking or common area maintenance contributions, tax and insurance contri- butions, deficiency rents and liquidated damages following default in any Lease, and all. proceeds payable under any policy of insurance covering loss of rents resulting from untenaut- ti t• % 9 t �� � - Y o`�' '' 'f` / / [ `�'W. � Ji to tin reJez '4. ` J / "Laf 3,ff,B0009 .00 96Z ,0999 ,05'6ZZ 3 „000.00S rq z e J V -0.�.. N N LA w 0 ]I ]Z �r ,9Z'BSL ^I ,SZZLL 3.Z1,L0.005 ,9 '404 3 „01,90.005 BOWDISH ROAD ____. t ,90.00S ZB'48[ ]Z ]0 w lm • ,LU'VLV w ! U A r $ TRANSAMERICA TITLE INSURANCE COMPANY A U m This sketch is provided, without Charge, for your / information. It is not intended to show all matters �\ related to the property including, but not limited to, area, dimensions, easements, encroachments. or Ircation of boundaries. his not part of, nor does \J I it modity, the commitment or policy to which it IS uua;hed. The Company assumes NO LIABILITY for any Reference should be matter related to this sketch. rry l mede to ar, aucuru, survey for further information. m 0 Is M,LZ,ZLOON .99'99Z M,LZ,t0.00N ,Z6799 Wall. . +o•ooz .are>'z �„ .[r[e .es'BSZ/ J ,�. �`. 1 C— W m Ln / Ol - 0a ,00'03 ,0 Lin - 98`9 -S TiZ.bSD —�.1 .4 �^ / y / / \\ 00'S62 __�O t,B¢0 —___ N O IZ / c ti t• % 9 t �� � - Y o`�' '' 'f` / / [ `�'W. � Ji to tin reJez '4. ` J / "Laf 3,ff,B0009 .00 96Z ,0999 ,05'6ZZ 3 „000.00S rq z e J V -0.�.. N N LA w 0 ]I ]Z �r ,9Z'BSL ^I ,SZZLL 3.Z1,L0.005 ,9 '404 3 „01,90.005 BOWDISH ROAD ____. t ,90.00S ZB'48[ ]Z ]0 w lm • ,LU'VLV w ! r PLANNING DEPARTMENT BROADWAY CENTRE BUILDING N. 721 JEFFERSON STREET PHONE 456-2205 SPOKANE, WASHINGTON 99260 MEMORANDUM TO: Spokane County Engineer Spokane County Utilities Spokane County Health District Spokane' County Department of Building & Safety Fire Protection District #1 Irvin Water District FROM: *-John W. Harrington, Jr., Planner II DATE: October 7, 1992 SUBJECT: Final Binding Site Plan BSP -32 -92 NORTHWOOD PROPERTIES Enclosed is a plat map for FINAL BINDING SITE PLAN NO. BSP- 32 -92. Please review this proposal and return any comments and recommendations you may have by October 21, 1992. Enclosure c: Ted Gunning, 9616 Easf Montgomery, Spokane, WA 99206 SPOKANE COUNTY COURT NONSE 1 . 14 1 � 'T.- . - .1 - S P O K A N E O U N T Y OFFICE or THE COUNTY ENGINEER A DIVISION OF THE PUBLIC WORKS DEPARTMENT Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director AGREEMENT TO PAY FEES ENGINEER'S AGREEMENT NUMBER FS ?z This agreement between Spokane County and name 7 —E. 0 & u N N t N Ci whose interest in the project is OWNER i.e. owner, agen , e c. is entered into this 30 day of SE PTEHBE4i , 19 92 . This agreement is applicable to the project known as: G S P 3 2_ 9 2 ( project ress or I enamc & ine numoer) That the individuals and parties named herein as having an interest in the above described property or project agree to the following: 1. Reimburse Spokane County for project review and inspection fees as specified in Board of County Commissioner's Resolution 80 -1592 attachment C, as amended. The fees will be based on actual salary costs incurred by Spokane County for project reviews and / or inspections plus a ten percent administrative charge, and will be billed monthly as accrued. 2. The undersigned agrees that these fees are due and payable upon receipt of the billing as specified above. The monthly billing should be sent to the attention of: NAME: ADDRESS: �7 n o Kol C C �m� CITY, STATE: � : p t �'R ZIP CODE: gpaulo PHONE #: q a 1 19 50 I understand that failure to pay these fees may result in delay in completion or approval of the project or other possible sanctions. (--�\ /-11 n 1 n SIGNATURE s 1 f (PRINT NAME) RETURN YELLOW COPY TO SPOKANE COUNTY ENGINEERS ICI St11 Jefferson Spokane, WA 99260 -0180 (509) 456 -3600 FAX (509) 456 -4715 k�g�greemen.Cee '3NZ , 1 ' ' i + + (50W924795 ;; , 1 One Hundred'And I) + 1 - PAY TO THE ORDER OF ' F? iil � I'j� 1 � + . I � j' ,(s 11'.x_ + SPOKANE ' iCOUNT -Y!. N .811;I:JEFFERS( I SPOKANE;' WA j , L, P00 2"1 T9 ( Bank of WashiriBtpn N.� Box TAF •' , 18 10 /1'NC. I,� tl SPpkane,Meln Brenoh +I ;I ,0 W 428 Rl ke ilde 016 100r , A 99206 ° I� Ll Bpone lWA 9 82 2 0 -001 6 rr— ;' 1260 - 0 021 1}4� at,w ;., ' N° 19 t'i 1 I rCkIIAMOUNTFwz.^?IH i�j21 gg ' $:k * :k:k * * 100''00 . ' I i lil i ! CHECK NO �,, II' 1 , = 1 l I � kil. ,Ilt ll� � �ij +, i t = A - 111 I I •- I I� .` I. �", .. NORTHWOOD,PROPERTIES INC. VEERI�I (4i + 111 �lii s• li '. 1 + ' ? 1 Ii00? I +980574u• ! ' , ACCOUN }} T '✓ Y HOW.PAID ?Y - , •, BEGINNING .l L .;. G15ry 11 ��{ t' 'tZ}�+5�>? • t �'. RAUNCE ` AMD UNT. jD Oa CHECKtL� � ` .pS` BAUNCE US + y, ei + X 33 , DAT 4ll `+ '_ RECEIVED FROM + } ti� D ...'.� :Address ♦ c FOR - 7 3 c � X WOE W U.SA. "c wraw+. , oro ( Bank of WashiriBtpn N.� Box TAF •' , 18 10 /1'NC. I,� tl SPpkane,Meln Brenoh +I ;I ,0 W 428 Rl ke ilde 016 100r , A 99206 ° I� Ll Bpone lWA 9 82 2 0 -001 6 rr— ;' 1260 - 0 021 1}4� at,w ;., ' N° 19 t'i 1 I rCkIIAMOUNTFwz.^?IH i�j21 gg ' $:k * :k:k * * 100''00 . ' I i lil i ! CHECK NO �,, II' 1 , = 1 l I � kil. ,Ilt ll� � �ij +, i t = A - 111 I I •- I I� .` I. �", .. NORTHWOOD,PROPERTIES INC. VEERI�I (4i + 111 �lii s• li '. 1 + ' ? 1 Ii00? I +980574u• ! ' , ACCOUN }} T '✓ Y HOW.PAID ?Y - , •, BEGINNING .l L .;. G15ry 11 ��{ t' 'tZ}�+5�>? • t �'. RAUNCE ` AMD UNT. jD Oa CHECKtL� � ` .pS` BAUNCE US + �EI - PT N �1 'C =J S. DOLLARS •, , r r - y, ei + } 6RD E Y r` DUE ...'.� ORDER ,' ♦ c �EI - PT N �1 'C =J S. DOLLARS •, , r r - 1 y, ei a. ♦ c 1 Date: i0 - to - 9 z To: D Uf}NC From• 8& —R- I V RE: Language for the Dedication on BS F- 4T- z - 9Z The private roads, as shown hereon, are easements which provide a means of ingress and egress for those lots within the Plat having frontage thereon, and are subject to the separate DECLARATION OF COVENANT as recorded (date) under Auditor's Document No. which by reference is made a part hereof.' k \j \f \dedicat.lan 3/90 , DECLARATION OF COVENAL_ In consideration of the approval• by,•Spokane County of (hereinafter referred to as the "Development "), the undersigned . covenants and agrees.that: 1. The subdivider /sponsor will l thetprivate :roads and associated drainage facilities in'. conformance:�withuthe'approved. on file in the County Engineer's Office:` 4 2. A lot is served by'a, private road when a 'the only road frontage for the lot in the Development is on.- _the' >privater. road;? -or; b. a lot having frontage on more than one road(publ c�or. ;private)..constructs an approach to the private road. 3. The owner (s) of any lot created by the:Development or alternation thereof and served by a private road shall for maintenance of said private road, including associated.clralnage °facilities in conformance with approved plans on file with the County Erigineer`s:office.- 4. Maintenance financing 'of; the : private ;'roads;;" and`.' associated drainage facilities shall be in a manner determined; =by the.rowners.of: a. the majority of lots served:by such private °r'oad; b. the majority of frontage of "`lots -- served; by such private road; c. the majority square footage?of.lots - served by.such private road; or d• fi 5. In the event such private road ,<includirig +associated drainage facilities is improved to Spokane County standards:'for;'public streets, and the County is willing to accept the dedicati`on;Hof: such . road , and each lot owner shall execute any documents necessary to accomplish such dedication. 6. Owners of lots within the Development�who`are'serbed by such road, may sue and recover damages and attorney "s;fees from "any owner of any lot within the Development which is similarly served wHo refused':to participate in the road and drainage facilities, cons "and maintenance. 7. WARNING: Spokane County has •.no' responsibility to build, improve, or maintain or otherwise service the? private;,roads, including associated drainage facilities, contained within:;or ",p'roviding service to the property described in this Development. By acce "Development or subsequently by allowing a building permit to be,ssued,for;;property on a private road, Spokane County assumes no obligationr'for�saida =private road and the owners hereb y 5 that the Count y acknowledge ha` , s no obligation,,,of. any kind of nature whatsoever to establish, examine, survey,i construct, alter, repair improve, maintain, provide drainage or'sn � 'owremoval on ,a private "road, or associated drainage facilities. 8. This covenant and agreement shall run with the '`]and and shall be binding upon the owner, their heirs, successors oi` including the obligation to participate in the maintenance of ;the`'private. - road, and drainage facilities as provided herein. s tf STATE OF WASHINGTON t ' -, N DATED this day of , 19 County of Spokane On this day personally appeared before -me known to me�;to be the,jindividual(s) described in and who executed the within and :foregoi.ngins - trument..and acknowledged that he /she /they signed the same as' his / her /;their ;free' *and voluntary act and deed for the uses and purposes therein stated GIVEN UNDER MY HAND AND OFFICIAL SEAL this `° day of 19 =Notary Public in and for the State of'Washington, residing at Spokane k \j \f \declara.pr 3/90 ft 30 INV S 77 52 20.2 E FROM ANGLE BSP -32 SECTION BREAKDOWN 10 -6 -9:2 D. B. N 142.6106 943.70956 - 20.90620 6 DIST NORTH EAST TO AUTO INVERSE # #* START 5000.00000 5000.00000 1 1 INV N 0 13 17.0 W 2642.7400 7642.72027 4989.78857 2 - INV N 0 00 38.0 E 661.2300 8303.95026 4989.91039 3 3 INV N 89 32 30.0 E 2657.8600 8325.21139 7647.68535 4 4 INV S 0 08 10.0 E 663.7500 7661.46326 7649.26214 5 5 INV S 0 08 33.0 E 2634.9200 5026.55141 7655.81543 6 6 INV S 89 25 38.0 W 2655.9400 5000.00080 5000.00814 7 LAT & DEP - 0.00080 - 0.00814 7 HCLOSE S 84 24 49.2 W 0.0082 5000.00000 5000.00000 1 PREC = 1 TO 1456306 Area = 8774547.92 sq ft 201.43590 ac FROM ANGLE DIST NORTH EAST TO 5 ie # #it# START 7642.72027 4989.78857 2 2 INV N 89 35 46.3 E 2659.5396 7661.46326 7649.26214 5 FROM -------------------------------------------------------------------------------- ANGLE DIST NORTH EAST TO -------------------------------------------------------------------------------- PLAT BOUNDRY AUTO INVERSE # ## START 7912.60966 6879.93871 10 10 INV S 0 00 38.0 W 256.5600 7656.04966 6879.89144 11 11 INV S 0 13 17.0 E 662.9200 6993.13461 6882.45293 12 12 INV S 80 26 13.0 E 779.7900 6863.58581 7651.40648 13 13 INV N 0 08 33.0 W 364.6200 7228.20468 7650.49963 14 14 INV N 26 19 25.0 W 68.0000 7289.15334 7620.34567 15 15 INV N 0 08 33.0 W 372.1100 7661.26219 7619.42020 16 16 INV N 0 08 10.0 W 404.2200 8065.48105 7618.45994 17 17 INV S 89 32 30.0 W 125.0000 8064.48113 7493.46394 18 18 INV N 0 08 10.0 W 229.5000 8293.98048 749.91875 19 19 INV S 89 32 30.0 W 612.6900 8289.07936 6880.24835 20 RADIAL N 0 27 30.0 W DELTA 38 19 39.0 LT RADIUS 335.8800 TAN 116.7276 L -ARC 2224.6839 RADIAL N 38 47 09.0 W RP 7953.21011 6882.93517 21 20 CHORD S 70 22 40.5 W 220.5180 8215.02618 6672.53621 22 TAN@PT S 51 12 51.0 W RADIAL N 38 47 09.0 W DELTA 108 57 29.0 LT RADIUS 25.0000 TAN 35.0216 L -ARC 47.5419 RADIAL S 32 15 22.0 W RP 8195.53886 6688.19649 23� 22 CHORD S 3 15 53.5 E 40.6951 8174.39708 6674.85387 24 TANdPT S 57 44 38.0 E RADIAL N 32 15 22.0 E DELTA 18 38 04.0 RT RADIUS 1030.0000 TAN 168.9869 L -ARC 334.9894 RADIAL N 50 53 26.0 E RP 7303.35605 6125. 13801 25 i:�4 L'HURU S 48 ''c.b 3b. 0 E 333..`.1149 /9,:)3. 08388 b9L�4. at36 0b TAN@PT S 39 06 34.0 E 7619.42020 16 16 INV 26 INV S 39 06 ; 0 E 50.2600 79: 08502 6956.0692 27 27 --------------------------------------------------------------------------------- INV S 88 53 3z).0 W 76.1400 7910.61410 6879.93712 28 --------------------------------------------------------------------------------- 0 08 10.0 W 229.5000 LAT & DEP 7492.91875 - 0.00444 0.00158 INV 28 HCLOSE S 19 37 28.1 E 0.0047 7912.60966 6879.93871 10 N PREC = 1 TO 978326 Area = 1020291.33 sq ft 2.3. 42267 ac FROM DELTA 37 ANGLE DIST NORTH EAST TO BLOCK 2 SIDELINES 335.8800 AUTO INVERSE TAN 115.4479 # ** START L -ARC 6993.13461 6882.45293 12 12 INV S 80 26 13.0 E 779.7900 6863.58581 7651.40648 13 13 INV N 0 08 33.0 W 362.6200 7226.20469 7650.50461 35 6882.93517 RADIAL S 0 23 58.0 E 70 34 22.5 W 218.3572 8216.45224 6674.3319 DELTA 51 17 24.0 RT 51 36 15.0 W RADIUS RADIAL 445.5900 38 23 45.0 W TAN DELTA 213.9214 109 18 38.0 LT L -ARC RADIUS 398.8830 25.0000 RADIAL S 50 53 26.0 W 35.2504 RP L -ARC 7671.78386 7647.39815 36 35 CHORD N 64 45 16.0 W 385.6973 7390.70403 7301.64596 37 TAN@PT N 39 06 34.0 W 8196.85878 37 INV N 39 06 34.0 W 668.5200 7909.43707 6879.94106 38 38 INV S 0 00 38.0 W 253.4000 7656.03707 6879.89437 39 39 INV S 0 13 17.0 E 662.9200 6993.12202 6882.45586 40 DELTA LAT R DEG 18 0.01259 - 0.00293 40 HCLOSE N 13 05 59.6 W 0.0129 6993.13461 6882.45293 12 PREC = 1 TO 241786 Area = 424675.62 sq ft 9.74921 ac FROM ANGLE DIST NORTH EAST TO BLOCK 1 SIDELINES AUTO INVERSE # # # *# START 7661.26219 7619.42020 16 16 INV N 0 08 10.0 W 404.2200 8065.48105 7618.45994 17 17 INV S 89 32 30.0 W 125.0000 8064.48113 7493.46394 18 18 INV N 0 08 10.0 W 229.5000 8293.98048 7492.91875 19 19 INV S 89 32 30.0 W 612.6900 8289.07936 6880.24835 20 RADIAL N 0 27 30.0 W DELTA 37 56 15.0 LT RADIUS 335.8800 TAN 115.4479 L -ARC 222.3977 RADIAL N 38 23 45.0 W RP 7953.21011 6882.93517 41 c0 CHORD S 70 34 22.5 W 218.3572 8216.45224 6674.3319 42 TANC+PT S 51 36 15.0 W RADIAL N 38 23 45.0 W DELTA 109 18 38.0 LT RADIUS 25.0000 TAN 35.2504 L -ARC 47.6957 RADIAL S 32 17 37.0 W RP 8196.85878 6689.85046 43 42 CHORD S 3 03 04.0 E 40.7843 8175.72574 6676.49401 44 TAN @PT S 57 42 23.0 E RADIAL N 32 17 37.0 E DELTA 18 35 49.0 RT RADIUS 1032.0000 TAN 168.9682 L -ARC 334.9644 RADIAL N 50 53 2E E RP 7303. _..:1404 6125. 13966 45 44 CHORD S 48 24 28.5 E 333.4960 7954.34348 6925.91226 46 I HNI "P 1 b :;7 NE. .64. KI L 46 INV S 39 06 34.0 E 674.3600 743894 7351.30105 47 RADIAL S 50 53 i W DELTA 46 49 3% LT RADIUS 381.5900 TAN 165.2276 L -ARC 311.8546 RADIAL S 4 03 56.0 W RP 7671.78733 7647.39293 48 47 CHORD S 62 31 19.0 E 303.2481 7291.15757 7620.33903 49 TAN @PT S 85 56 04.0 E 49 INV N 0 08 33.0 W 370.1100 7661.26642 7619.41854 50 LAT & DEP - 0.00424 0.00166 50 HCLOSE S 21 26 45.7 E 0.0046 7661.26219 7619.42020 16 PREC = 1 TO 731876 Area = 530582.05 sq ft 12.18049 ac FROM ANGLE DIST NORTH EAST TO road centerlines Jackson to montgomery AUTO INVERSE # ## START 8319.07028 6880.00843 51 RADIAL N 0 27 30.0 W DELTA 50 26 32.0 LT RADIUS 365.8800 TAN 172.3348 L -ARC :22.1145 RADIAL N 50 54 02.0 W RP 7953.20199 6882.93523 52 51 CHORD S 64 19 14.0 W 311.8122 8183.95090 6598.99314 53 TAN @PT S 39 05 58.0 W RADIAL N 28 17 05.0 E DELTA 22 36 21.0 RT RADIUS 1000.0000 TAN 199.8727 L -ARC 394.546' RADIAL N 50 53 26.0 E RP 7303.34716 6125.13972 54 53 CHORD S 50 24 44.5 E 391.9921 7934.15088 6901.08216 55 TAN@PT S 39 06 34.0 E 55 INV S 39 06 34.0 E 674.3600 7410.88634 7326.47096 56 RADIAL S 50 53 26.0 W DELTA. 49 15 12.0 LT RADIUS 413.5900 TAN 189.5892 L -ARC 355.5355 RADIAL S 1 38 14.0 W RP 7671.78045 7647.39299 57 56 CHORD S 63 44 10.0 E 344.6892 7258.05929 7635.57630 58 TAN @PT S 88 21 46.0 E 58 INV N 26 19 25.0 W 34.3500 7289.1473,E 7620.34411 59 LAT & DEP 0.00601 0.00156 59 HCLOSE N 14 34 14.2 E 0.0062 7289.15334 7620.34567 15 PREC = I TO 286800 No Area OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON May 5, 1992' TO: Spokane County Planninq Department (Current Planning Administrator! FROM: Spokane County Engineers Department9A SUBJ: Bindinq_ Site Plan Conditions, Name Gunning Number BSP JG -9L re: Sub The following 'Conditions of Approval" for the above referenced subdivision are submitted to the Spokane County Planning Department for inclusion in the "Findings and Order" should the Binding Site Plan be. approved. E 1 The conditional approval of the plat is qiven 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. E 2 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 prier to construction and /or the filing of a final plat; road plans to be prepared under the direction of a licensed Professional Civil Engineer. E 3 That drainage plans and design calculations showing the alignment of drainage facilities be submitted to the County Engineer for approval prier to construction and /or the filinq of the final plat. Drainage plans to be prepared under the direction of a licensed Professional Civil Engineer. E 5 Construction within the proposed public streets and easements shall be performed under the direct supervision of a licensed enq_ineer /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 qrades shown on the approved construction plans and that all disturbed monuments have been replaced. 'r page 3 E2G The proposed private road(s) as shown on the Bindinq_Site Plan serving less_tl_an_8_lots_eacl, is approved by the County Engineer. E27 That private road(s) be improved to Spokane County standard for a private read Urb?n/ Suburban_standard_serving_8_or_ less lots_each. Subject to approval under section 10.207 of the Spokane County Fire Cade. E30 All vested owners shall sign and record private road documents as prescribed by the Spokane County Engineer. These documents shall be reviewed and approved by the Spokane County Engineer prior to recording with the Spokane County Auditor. Recording numbers shall be referenced in the dedicatory language of the plat. E31 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. This requirement is and shall run with the land and shall be binding upon the owner, their heirs, successors or assigns including the obligation to participate in the maintenance of the private road as provided herein. E32 The prop=osed 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. E33 The County Engineer has examined this development proposal and has determined that the impact of this proposal upon the existing County Road System warrants the dedication of additional Right of Way and the roadway improvements herein specified. paqe 4 E35 That the following statement must be placed in the plat dedication: "The private road as shown hereon is an easement which provides a means of ingress and egress for those lots within the plat having frontaqe thereon." E61 The County Arterial Road Plan identifies Montg_mery_Av_enue as a Minor arterial. The existing right -of -way width of 60 feet is not consistent with that specified in the Plan. In order to implement the Arterial Road Plan, in addition to the required right -of -way dedication, a strip of property 8 feet in width along the Montg_mery_Av_enue frontage shall be set aside in reserve. This property may be acquired by Spokane County at the time arterial improvements are made to Montgomery_A_venue. E90 The applicant should be advised that there may exist utilities either undergrc-und or overhead affectinq the applicants property, including property to be dedicated or set aside for future acquisition. Spokane County will assume no financial obligation for adjustments or relocation regardinq these utilities. The applicant should check with the applicable utilities and Spokane County Engineer to determine whether the applicant or utility is responsible for adjustment or relocation costs and to make arrangements for any necessary work:. Special Conditions: Applicant shall demonstrate to the satisfaction of the County Engineer that safe sight /stopping distance can be met at the private roads and Montgomery Avenue intersections. Driveways to individual lots shall also meet applicable site /stopping distance criteria. SPOKANE COUNTY HEARING EXAMINER COMMITTEE FINDINGS OF FACT, CONCLUSIONS AND ORDER INTRODUCTION This matter having come before the Hearing Examiner Committee on August 24, 1989, and the members of the Committee present being Jane Myers, Chairman, Phil Hams and Lunell Haught. PROPOSAL The sponsor, Joe Postell, requests approval of a zone reclassification from Agricultural (A) to Light Industrial (I -2)., File No. ZE- 23 -89, for the purpose of developing warehouse and light industrial uses. FINDINGS OF FACT AND CONCLUSIONS The property is generally located south of and adjacent to Montgomery Drive in the Spokane Valley,. approximately 1900' ft. east of University Road in Section 9, Township 25 N., Range 44 EWM, Spokane County, Washington. 2. The committee adopts the Planning Department Report as a part of this record. The existing land use(s) in the area are retail space, offices, mini storage warehouse, wrecking yard, grocery warehouse, terminal. The Comprehensive Plan designates this site as Industrial. The Industrial category is for the purpose of Industrial Use. 5. The Arterial Road Plan designates Montgomery Drive as a minor arterial, with a recommended right of way width of 80' feet. 6. The existing zoning of the property described in the application is Agricultural, previously established in 1949 The provisions of RCW 43.21C (The State Environmental Policy Act) have been complied with and a Determination of Nonsignificance was issued. The proper legal requirements for advertisement and notice have been fulfilled 9. The owners of adjacent lands expressed neither approval and disapproval of the proposed use. 10. The Committee additionally finds: a. The proposal is surrounded by Industrial Zoning and Railroad Right of Way. 11. The proposed use is compatible with existing uses in the area. 12. The proposed zoning does implement and conform to the Comprehensive Plan. 5 HEC Order for Page 2 13. The applicant has demonstrated that conditions have substantially changed since the original zoning of this area and accordingly, the proposed zone reclassification is justified. 14. The proposed use will not be detrimental to the public health, safety, or welfare. CONDITIONS OR CONTINGENCIES APPLIED TO THIS APPROVAL All Conditions imposed by the Hearing Examiner Committee shall be binding on the "Applicant ", which term shall include the owner or owners of the property, heirs, assigns and successors -in- interest. COUNTY PLANNING DEPARTMENT 1. The legal description of the subject property is: That portion of Section 9, Township 25N, Range 44 E.W.M. being the North 12 of the SW 1/4 lying northerly of railroad rights -of -way and southerly of Montgomery Drive, together with the East one acre of a portion of the NE 1/4 of the SW 1/4 lying south of the north 433.5 feet and north of the SIRR rights -of -way. Commonly known as Tax Parcels 45093.9018 and 45093.9050. The applicant shall develop subject property generally in accordance within the concept presented to the Heating Examiner Committee. Variations, when approved by the Planning Director /designee, will be permitted, including, but not limited to the following changes: building location, landscape plans, and general allowable uses of the permitted zone. All variations must conform to regulations set forth in the SPOKANE COUNTY ZONING CODE. The original intent of the development plans shall be maintained. 3. All current standards of the Light Industrial (I -2) Zone, as amended, shall be complied with in the development of this site. 4. The present proposal is not detailed enough to determine whether or not the use of or materials stored on the site are in compliance with Section 14.706 (Aquifer Sensitive Area Overlay Zone) of the ZONING CODE FOR SPOKANE COUNTY. Accordingly, as a condition of approval, the sponsor /applicant shall be required to file with the Spokane County Auditor, within thirty (30) days of the signing of Findings and Order of the final decision in this matter, a "Notice to the Public" which shall provide in material as follows: PRIOR TO THE ISSUANCE OF ANY BUILDING PERMIT OR CERTIFICATE OF OCCUPANCY FOR ANY BUILDING OR ANY USE ON THE PROPERTY DESCRIBED HEREINAFTER, THE APPLICANT SHALL BE RESPONSIBLE FOR COMPLYING WITH THE PROVISIONS OF THE ZONING CODE FOR SPOKANE COUNTY SECTION 14.706 (AQUIFER SENSITIVE AREA OVERLAY ZONE). THE PROPERTY WHICH IS THE SUBJECT OF THIS NOTICE IS MORE PARTICULARLY DESCRIBED AS FOLLOWS:.... ". 5. Applicant shall comply with '208' recommendations concerning stormwater runoff and provide necessary landscaping for runoff. HEC Order for Page 3 Any division of land for the purpose of sale, lease or transfer, shall comply with RCW 58.17 and the Spokane County Platting Ordinances prior to issuance of building permits. Spokane County Planning Department record with the County Auditor a 'Title Notice," prepared and signed by the applicant, for a future acquisition area for road right of way and utilities to run with the land The future acquisition area reservation shall not be removed without prior approval by the Spokane County Planning Department. The notice shall be recorded prior to the issuance of a building permit and shall provide the following: a. At least 8' feet of future acquisition area for road right of way and utilities, in addition to the existing right of way, along Montgomery Drive. b. Building and other setbacks required by the Spokane County Zoning Code shall be measured from the future acquisition area reserved for road right of way and utilities. c. No required landscaping, parking, '208' areas, drainfield or allowed signs shall be within the future acquisition area for road right of way and utilities. If any of the above improvements are made within this area, they shall be relocated at the applicant's expense when roadway improvements are made. d. The future acquisition area, until acquired by Spokane County, shall be private property and may be used as allowed in the zone except any improvements (such as landscaping, parking, surface drainage, drainfields, signs, or others) shall be considered "interim" uses. e. The property owner shall be responsible for relocating such "interim" improvements at the time Spokane County makes roadway improvements after acquiring said future acquisition area. f. This "Title Notice" shall be signed by the applicant to serve as official notice and acknowledgment of said future acquisition area for road right of way and utilities. The Spokane County Planning Department shall prepare and record with the Spokane County Auditor a 'Title Notice" noting that the property in question is subject to a variety of special conditions imposed as a result of approval of a land use action. This "Title Notice" shall serve as official public notice regarding conditions of approval affecting the property in question. The "Title Notice" shall be recorded within fifteen (15) days of final disposition of the approved land use action and shall only be extinguished by the Spokane County Planning Department. The "Title Notice" shall generally provide as follows: The parcel of property legally described as (legal description and tax parcel number) is the subject of a land use action, imposing a variety of special development conditions, by a Spokane County Hearing Body or Administrative Official on (date) and as maybe amended, altered or supplemented by official action or as already changed. File No. (Planning Department File Number) is available for inspection and copying in the Spokane County Planning Department. HEC Order for Page 4 COUNTY ENGINEERING DEPARTMENT Prior To The Issuance Of A Building Permit Or Use Of The Proper As PropQel 1. Applicant shall dedicate 2 feet on Montgomery Drive for right of way. 2. Access permits for approaches to the County Road System shall be obtained from the Spokane County Engineer. 3. Applicant shall submit for approval by the Spokane County Engineer road, drainage, and access plans. 4. The applicant shall submit for approval by the Spokane County Engineer and the Spokane County Health District a detailed combined on -site sewage system plan and surface water disposal plan for the entire project or any portion thereof, if the development is to be phased. 5. A parking plan and traffic circulation plan shall be submitted and approved by the Spokane County Engineer. The design, location, and arrangement of parking stalls shall be in accordance with standard traffic engineering practices. Paving or surfacing as approved by the County Engineer, will be required for any portion of the project which is to be occupied or traveled by vehicles. 6. The construction of the road improvements stated herein shall be accomplished as approved by the Spokane County Engineer. 7. The County Engineer has designated Typical Roadway Section Number One, Secondary Arterial Standard for the improvement of Montgomery Drive which is to constructed within the proposed development. This will require the installation of 8 to 10 feet of asphalt Curbing and sidewalk must also be constructed. 8. All required improvements shall conform to the current State of Washington Standard Specifications for Road and Bridge Construction, and other applicable County standards and/or adopted resolutions pertaining to Road Standards and Stormwater Management in effect at the date of construction, unless otherwise approved by the County Engineer. 9. Roadway standards, typical roadway sections and drainage plan requirements are found in Spokane Board of County Commissioners' Resolution No. 80 -1592 as amended and are applicable to this proposal. 10. No construction work is to be performed within the existing or proposed public right -0f - -way until a pemtit has been issued by the County Engineer. All work is subject to inspection and approval by the County Engineer. 11. All required construction within the existing or proposed public right of way is to be completed prior to the release of a building permit or a bond in the amount estimated by the County Engineer to cover the cost of construction of improvements shall be filed with the County Engineer. 12. The County Arterial Road plan identifies Montgomery Drive as a Minor Arterial. The existing right of way width of 62 ft. is not consistent with that specified in The HEC Order for Page 5 Plan. In order to implement the Arterial Road Plan it is recommended that in addition to the required right of way dedication, a strip of property 8 ft. in width along the Montgomery Drive frontage be set aside in reserve. This property may be acquired by Spokane County at the time when Arterial Improvements are made to Montgomery Drive. COUNTY UTILITIES DEPARTMENT 1. 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. 2. "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 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. A dry sewer connection to the future areawide sewerage system is to be constructed. Plans and specifications for the dry sewer connection are to be reviewed and approved by the Utilities Department. COUNTY HEALTH DISTRICT 1. 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. 2. Sewage disposal method shall be as authorized by the Director of Utilities, Spokane County. 3. Water service shall be coordinated through the Director of Utilities Spokane County. 4. Water service shall be by an existing public water supply when approved by the Regional Engineer (Spokane), State Department of Social & Health Services. 5. Disposal of sewage effluent beneath paved surfaces.is currently prohibited. 6. Subject to specific application approval and issuance of permits by the health officer, the use of (an) individual on -site sewage disposal system(s) may be authorized. HEC Order for Page 6 Use of private wells and water systems is prohibited. COUNTY BUILDING AND SAFETY DEPARTMENT The applicant shall contact the Department of Building and Safety at the earliest possible stage of design/development in order to be informed of Code requirements administered/enforced by the department, e.g., State Building Code Act regulations such as requirements for fire hydrant/flow, fire apparatus access roads, street address assignment, barrier -free regulations, energy code regulations, and general coordination with other aspects of project implementation. Requirements of Fire District No. 1 need to be satisfied during the building permit process. WATER PURVEYOR Water Purveyor is Water District No. 6, and they will supply the site with adequate water for domestic, fire and irrigation uses. SPOKANE COUNTY AIR POLLUTION CONTROL AUTHORITY All air pollution regulations must be met. This includes but is not limited to the following: Air pollution regulations require that dust emissions; during demolition, excavation and construction projects be controlled. This may require use of water sprays, tarps, sprinklers, or suspension of activity during certain weather conditions. Haul roads should be treated and emissions from the transfer of earthen material must be controlled as well as emissions from all other construction related activities. Measures must be taken to avoid the deposition of dirt and mud from unpaved surfaces onto paved surfaces. If tracking or spills occur on paved surfaces, measures must be taken immediately to clean these surfaces. All traveled surfaces (ingress, egress, parking areas, access roads) must be paved and kept clean. HEC Order for Page 7 The Hearing Examiner Committee, pursuant to the aforementioned, finds that the application of ZE -23 -89 for zone reclassification from Agricultural (A) to Light Industrial (I -2) as described in the application should be APPROVED/DENIED. Motion by: Lunell Haught Seconded by: Phil Harris Vote: (3 - 0) UNANIMOUS'TO APPROVE HEARING EXAMINER COMMITTEE HEREBY ATTEST TO THE ABOVE FINDINGS, ORDER, AND VOTE ATTEST: For WALLIS D. HUBBARD Planning Director �.. A � - , 44-� W 0 LO rD rD 4, 0 0 4, P Rl I t NORTH 0 . Z ZE -23-89 VICINITY MAP 21 89 SITE PLAN ZE -23-89 VICINITY MAP 21 89 Z E -23 -89 b c A 4-24-42 /1/) � I I -- -- -1 RI 10 RI /04 -B3C 0 0 R I (l� - �3 y ' �__ -� MFS - rr4he� 50 -78 C 7/ -77C 77 71 RI j,. loll /1/) � I I -- -- -1 RI 10 RI /04 -B3C 0 0 R I (l� el � 1 0, ' �'V' ,T `ice ►1��� -. RI. F/ JO I � 10 1 �r I\ 7 ! - :.'.,/ 7/ -77C 77 71 RI j,. loll 34, . ,.... i 117-83 :v.. .•�� 12,3 -78C'' lie el � 1 0, ' �'V' ,T `ice ►1��� -. RI. F/ JO I � 10 1 �r I\ 7 ! - :.'.,/ 7/ -77C 77 71 RI j,. 8 -89 HEC Staff Report for ZE -23 -89 Page 44 PLANNING DEPARTMENT REPORT TO: SPOKANE COUNTY HEARING EXAMINER COMMITTEE FROM: CURRENT PLANNING SECTION DATE: August 24, 1989 SUBJECT: Rezone #ZE -23 -89 from Agricultural (A) to Light Industrial (I -2). I. GENERAL INFORMATION Applicant /Owner: Joe Postell Agent: Dwight Hume S. 107 Howard Spokane, WA 99204 Proposal: A request to rezone approximately 9.34 acres from Agricultural (A) to Light Industrial (I -2) for the purpose of developing warehouse and light industrial uses. Location: Generally located south of and adjacent to Montgomery Drive in the Spokane Valley, approximately 1900' ft. east of University Road in Section 9, Township 25 N., Range 44 EWM, Spokane County, Washington. II. LEGAL DESCRIPTION That portion of Section 9, Township 25N, Range 44 E.W.M. being the North 1/2 of the SW 1/4 lying northerly of railroad rights -of -way and southerly of Montgomery Drive, together with the East one acre of a portion of the NE 1/4 of the SW 1/4 lying south of the north 433.5 feet and north of the SIRR rights -of -way. Commonly known as Tax Parcels 45093.9018 and 45093.9050. III. SITE ANALYSIS Comprehensive Plan: Category is Industrial Inside General Sewer Service Area (GSSA) Boundary Inside Priority Sewer Service Area (PSSA) Boundary Inside Urban Impact Area (UTA) Boundary The proposed zone change is consistent with Industrial category of the Comprehensive Plan; as the following reasons indicate compatibility and consistency with goals, objectives, and decision guidelines of said category: a. Proposed zone change and subsequent land uses are compatible with adjoining industrial uses. b. Proposal provides buffering/landscaping as specified by the Spokane County Zoning Code. C. Subject property is accessible to nearby freeway, and adjoins arterial 8 -89 HEC Staff Report for ZE -23 -89 Page 45 Subject property is within existing/developing Montgomery . Drive industrial corridor, located between Pines Road and University Road. Arterial Road Plan: Montgomery Drive is a Minor Arterial in the Arterial Road Plan. Minimum right of way width is 80' feet as suggested by the plan, with a recommended setback of 35' feet from ultimate right of way. Arterial Road Plan suggests sidewalks. This should be discretionary given existing conditions in the area. Zoning: Existing on SITE: Agricultural (established 1942) and within: Aquifer Sensitive Area Overlay Zone To the NORTH: Restricted Industrial (1983) To the SOUTH: Restricted Industrial (1983) To the EAST: Restricted Industrial (1980) To the WEST: Restricted Industrial (1972) Industrial zoning of the area has been occurring since the mid 1970's and subsequent to adoption of the Comprehensive Plan. Proposed, and previous zone changes to Restricted Industrial have served to implement the Industrial category of the Comprehensive Plan. According to the program to implement the new Zoning Code of Spokane County, all existing zones in the County are scheduled to cross -over to new zones in 1991, based upon a best fit criteria. For this general area, the cross -over will occur as follows: Restricted Industrial (RI) zone becomes Light Industrial (I -2) zone. The proposed zone change implements early the scheduled cross -over to the Light Industrial (I -2) zone. Land Use: Existing on SITE: Vacant, undeveloped To the NORTH: Vacant, office, retail To the SOUTH: Mini - storage warehouse, vacant To the EAST: Wrecking Yard, retail To the WEST: Grocery warehouse /terminal. Site Characteristics: Site Size: Approx. 9.34 acres Existing Buildings: n/a Topography: flat Vegetation: grass Agricultural Summary: Industrial category of the Comprehensive Plan is not intended for agricultural protection. 8 -89 HEC Staff Report for ZE -23 -89 Page 46 Adjoining Streets: Montgomery Avenue to the north of the site is a 62' foot County right of way improved with two paved.lanes, with curb only on north side of street. Proposed Site Plan: Use: Industrial Park/Warehousing Proposed Buildings: 3 Building(s) Footprint Area: 75,000 sq. ft. Site Coverage: 18% Maximum Structure Height: 40' ft. Total Floor Area: 75,000 sq. ft. Building Setbacks: PROPOSED REOUIRED Front Yard 110' 35' Side Yard (R) 90' 0 Side Yard (L) 60' 0 Rear Yard 75' _ 5' per story Parking: 300 103 Loading space: 2 per blde 2 mr blde Proposed Buffering Techniques: Provision of 5' ft. of Type III landscaping adjacent Montgomery Drive is consistent with requirements of Spokane County Zoning Code. In addition all parking spaces must be within 60' ft. of a landscaped feature at least 32 sq. ft. in area. The applicant has not provided, nor does the zoning code require, buffering/landscaping of adjoining industrial uses /zoning classifications. Detailed site plan review will insure compliance with applicable standards of Light Industrial (I -2) zone. The site plan submitted for review by the Zoning Hearing Examiner Committee is general in nature. Detailed review to determine compliance with all Ordinance regulations and conditions of approval is recommended to be administrative and to occur at the building permit stage. IV. SITE DEVELOPMENT RECOMMENDATIONS Design: Proposed site plan indicates general compliance with design standards of the Light Industrial (I -2) Zone and Zoning Code. Landscaping: Landscaping illustrated on the proposed site plan, specifically adjoining Montgomery Drive, is consistent with standards of the Spokane County Zoning Code. Detailed landscape plans are to be reviewed prior to building permit approval. Signage: Sign standards of Spokane County Zoning Code will allow adequate identification of property consistent with adjoining industrial uses. Critical Materials/Use Activity: Site development is subject to provisions of the Aquifer Sensitive Area Overlay Zone as they specifically address storage and handling of critical materials. Future development will be reviewed for critical materials at building permit stage. 8 -89 HEC Staff Report for ZE -23 -89 Page 47 V. SEPA ENVIRONMENTAL REVIEW An Environmental Checklist was submitted by the sponsor and was reviewed by the County Planning Department. The review considered the specifics of the proposal, other available information, County ordinances, other regulations and laws, possible standard Conditions of Approval, the Generalized Comprehensive Plan, and other County policies and guidelines. The Zoning Administrator has determined that "No probable significant adverse impacts" would result from the proposal being developed and has issued a Determination of Non - Significance ( "DNS "). The "DNS" was circulated to 8 other agencies of jurisdiction and other agencies /departments affected by the future development for review and comment. The "DNS" comment period ends August 22nd, 1989, and was advertised 15 calendar days before said date in the newspaper, by letter to adjacent property owners within 400 feet of the proposal, and by notice on a sign posted on the proposal site. The Hearing Examiner may consider additional environmental related testimony and the 'DNS" at the public hearing. VI. PLANNING DEPARTMENT SUMMARY Approval is recommended for the following reasons: a. The proposed Light Industrial (I -2) zone is consistent with, and implements the Industrial category of the Comprehensive Plan. b. The proposed site plan indicates conformance to Light Industrial (I -2) standards of the Spokane County Zoning Code. c. The proposed zone change is consistent and compatible with land use and zoning trends in the area, as evidenced by adjoining Restricted Industrial zones. VII. CONDITIONS OF APPROVAL All Conditions imposed by the Hearing Examiner Committee shall be binding on the "Applicant ", which term shall include the owner or owners of the property, heirs, assigns, and successors. COUNTY PLANNING DEPARTMENT The applicant shall develop subject property generally in accordance within the concept presented to the Hearing Examiner Committee. Variations, when approved by the Planning Director /designee, will be permitted, including, but not limited to the following changes: building location, landscape plans, and general allowable uses of the pemvtted zone. All variations must conform to regulations set forth in the SPOKANE COUNTY ZONING CODE. The original intent of the development plans shall be maintained. All current standards of the Light Industrial (I -2) Zone, as amended, shall be complied with in the development of this site. The present proposal is not detailed enough to determine whether or not the use of or materials stored on the site are in compliance with Section 14.706 (Aquifer Sensitive 8 -89 HEC Staff Report for ZE -23 -89 Page 48 Area Overlay Zone) of the ZONING CODE FOR SPOKANE COUNTY. Accordingly, as a condition of approval, the sponsor /applicant shall be required to file with the Spokane County Auditor, within thirty (30) days of the signing of Findings and Order of the final decision in this matter, a "Notice to the Public" which shall provide in material as follows: PRIOR TO THE ISSUANCE OF ANY BUILDING PERMIT OR CERTIFICATE OF OCCUPANCY FOR ANY BUILDING OR ANY USE ON THE PROPERTY DESCRIBED HEREINAFTER, THE APPLICANT SHALL BE RESPONSIBLE FOR COMPLYING WITH THE PROVISIONS OF THE ZONING CODE FOR SPOKANE COUNTY SECTION 14.706 (AQUIFER SENSITIVE AREA OVERLAY ZONE). THE PROPERTY WHICH IS THE SUBJECT OF THIS NOTICE IS MORE PARTICULARLY DESCRIBED AS FOLLOWS:.... ". Applicant shall comply with '208' recommendations concerning stormwater runoff and provide necessary landscaping for runoff. Any division of land for the purpose of sale, lease or transfer, shall comply with RCW 58.17 and the Spokane County Platting Ordinances prior to issuance of building permits. Spokane County Planning Department record with the County Auditor a "Title Notice," prepared and signed by the applicant, for a future acquisition area for road right of way and utilities to run with the land The future acquisition area reservation shall not be removed without prior approval by the Spokane County Planning Department. The notice shall be recorded prior to the issuance of a building permit and shall provide the following: At least 8' feet of future acquisition area for road right of way and utilities, in addition to the existing right of way, along Montgomery Drive. b. Building and other setbacks required by the Spokane County Zoning Code shall be measured from the future acquisition area reserved for road right of way and utilities. No required landscaping, parking, '208' areas, drainfield or allowed signs shall be within the future acquisition area for road right of way and utilities. If any of the above improvements are made within this area, they shall be relocated at the applicant's expense when roadway improvements are made. The future acquisition area, until acquired by Spokane County, shall be private property and may be used as allowed in the zone except any improvements (such as landscaping, parking, surface drainage, drainfields, signs, or others) shall be considered "interim" uses. e. The property owner shall be responsible for relocating such "interim" improvements at the time Spokane County makes roadway improvements after acquiring said future acquisition area. f. This "Title Notice" shall be signed by the applicant to serve as official notice and acknowledgment of said future acquisition area for road right of way and utilities. 8 -89 HEC Staff Report for ZE -23 -89 Page 49 The Spokane County Planning Department shall prepare and record with the Spokane County Auditor a "Title Notice' noting that the property in question is subject to a variety of special conditions imposed as a result of approval of a land use action. This "Title Notice" shall serve as official public notice regarding conditions of approval affecting the property in question. The "Title Notice" shall be recorded within fifteen (15) days of final disposition of the approved land use action and shall only be extinguished by the Spokane County Planning Department. The "Title Notice' shall generally provide as follows: The parcel of property legally described as (legal description and tax parcel number) is the subject of a land use action, imposing a variety of special development conditions, by a Spokane County Hearing Body or Administrative Official on (date) and as maybe amended, altered or supplemented by official action or as already changed. File No. (Planning Department File Number) is available for inspection and copying in the Spokane County Planning Department. COUNTY ENGINEERING DEPARTMENT Prior To The Issuance Of A Building Permit Or Use Of The Proper As Proposed 1. Applicant shall dedicate 2 feet on Montgomery Drive for right of way. 2. Access permits for approaches to the County Road System shall be obtained from the Spokane County Engineer. 3. Applicant shall submit for approval by the Spokane County Engineer road, drainage, and access plans. 4. The applicant shall submit for approval by the Spokane County Engineer and the Spokane County Health District a detailed combined on -site sewage system plan and surface water disposal plan for the entire project or any portion thereof, if the development is to be phased. 5. A parking plan and traffic circulation plan shall be submitted and approved by the Spokane County Engineer. The design, location, and arrangement of parking stalls shall be in accordance with standard traffic engineering practices. Paving or surfacing as approved by the County Engineer, will be required for any portion of the project which is to be occupied or traveled by vehicles. 6. The construction of the road improvements stated herein shall be accomplished as approved by the Spokane County Engineer. 7. The County Engineer has designated Typical Roadway Section Number One, Secondary Arterial Standard for the improvement of Montgomery Drive which is to constructed within the proposed development. This will require the installation of 8 to 10 feet of asphalt. Curbing and sidewalk must also be constructed. 8. All required improvements shall conform to the current State of Washington Standard Specifications for Road and Bridge Construction, and other applicable County standards and/or adopted resolutions pertaining to Road Standards and Stormwater 8 -89 HEC Staff Report for ZE -23 -89 Page 50 Management in effect at the date of construction, unless otherwise approved by the County Engineer. 9. Roadway standards, typical roadway sections and drainage plan requirements are found in Spokane Board of County Commissioners' Resolution No. 80- 1592 as amended and are applicable to this proposal. 10. 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. 11. All required construction within the existing or proposed public right of way is to be completed prior to the release of a building permit or a bond in the amount estimated by the County Engineer to cover the cost of construction of improvements shall be filed with the County Engineer. 12. The County Arterial Road plan identifies Montgomery Drive as a Minor Arterial. The existing right of way width of 62 ft. is not consistent with that specified in The Plan. In order to implement the Arterial Road Plan it is recommended that in addition to the required right of way dedication, a strip of property 8 ft. in width along the Montgomery Drive frontage be set aside in reserve. This property may be acqu by Spokane County at the time when Arterial Improvements are made to Montgomery Drive. COUNTY UTILITIES DEPARTMENT 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 DistricL "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 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. A dry sewer connection to the future areawide sewerage system is to be constructed. Plans and specifications for the dry sewer connection are to be reviewed and approved by the Utilities Department. 8 -89 HEC Staff Report for ZE -23 -89 Page 51 COUNTY HEALTH DISTRICT 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. Sewage disposal method shall be as authorized by the Director of Utilities, Spokane County. Water service shall be coordinated through the Director of Utilities Spokane County. 4. Water service shall be by an existing public water supply when approved by the Regional Engineer (Spokane), State Department of Social & Health Services. Disposal of sewage effluent beneath paved surfaces is currently prohibited. 6. Subject to specific application approval and issuance of permits by the health officer, the use of (an) individual on -site sewage disposal system(s) may be authorized. The dedicatory language on the plat shall state: "Use of private wells and water systems is prohibited." COUNTY BUILDING AND SAFETY DEPARTMENT The applicant shall contact the Department of Building and Safety at the earliest possible stage of design/development in order to be informed of Code requirements administered /enforced by the department, e.g., State Building Code Act regulations such as requirements for fire hydrant/flow, fire apparatus access roads, street address assignment, barrier -free regulations, energy code regulations, and general coordination with other aspects of project implementation. 2. Requirements of Fire District No. 1 need to be satisfied during the building permit process. WATER PURVEYOR Water Purveyor is Water District No. 6, and they will supply the site with adequate water for domestic, fire and irrigation uses. SPOKANE COUNTY AIR POLLUTION CONTROL AUTHORITY All air pollution regulations must be met. This includes but is not limited to the following: Air pollution regulations require that dust emissions during demolition, excavation and construction projects be controlled. This may require use of water sprays, tarps, sprinklers, or suspension of activity during certain weather conditions. Haul roads should be treated and emissions from the transfer of earthen material must be controlled as well as emissions from all other construction related activities. 8 -89 HEC Staff Report for ZE -23 -89 Page 52 Measures must be taken to avoid the deposition of dirt and mud from unpaved surfaces onto paved surfaces. If tracking or spills occur on paved surfaces, measures must be taken immediately to clean these surfaces. All traveled surfaces (ingress, egress, parking areas, access roads) must be paved and kept clean. 8 -89 HEC Staff Report for ZE -23 -89 Page 53 W ZONE RECLASSIFICATION NO.: ZE- 104 -83 SPOKANE COUNTY HEARING EXAMINER COMMITTEE FINDINGS AND ORDER A. INTRODUCTION This matter having come before the Zoning Hearing Examiner Committee on April 5, 1984, and the members of the Committee present being Kathleen M. Carstens, Chairperson; Kenneth Kennedy, and Ronald L. McVicker. B. PROPOSAL The sponsor, Northwood Properties, Inc., is requesting approval of a zone reclassification, File No. ZE- 104 -83, Agricultural to Restricted Industrial, for the purpose of developing a Business Park. C. FINDINGS OF FACT 1. That the existing land use in the area is residential, industrial, and vacant. 2. That the Comprehensive Plan designates this area as appropriate for Urban and Industrial development. 3. That the existing zoning of the property described in the application is Agricultural. 4. That the provisions of RCW 43.21C (The State Environmental Policy Act) have been complied with, and the Committee concurs with the Declaration of Non- Significance. 5. That the proper legal requirements for advertisement of the Agenda Item have been fulfilled. 6. That the land in this area is suitable for the proposed use, or uses within the proposed Zone Classification. 7. That the applicant has demonstrated that conditions have substantially changed since the original zoning of this area and accordingly, the proposed rezone is justified. ZONE RECLASSIFICATION NO.: ZE- 104 -83 C. FINDINGS OF FACT (continued) S. That the proposed use is compatible with existing uses in the area. 9. That the owners of adjacent lands expressed disapproval of the proposed use. 10. The Hearing Examiner Committee finds the proposed use to be in harmony with the general purpose and will not be otherwise detrimental to the public health, safety, and welfare. 11. The following are additional findings of fact considered by.the Hearing Examiner Committee: a) That the project as conditioned by the Hearing Examiner Committee for special setbacks, dense landscaping, limited advertising signs, and controlled access points, provides the necessary protection to the existing residential uses found to the north and east of this zone change. D. CONDITIONS OR CONTINGENCIES APPLIED TO THIS APPROVAL All Conditions imposed by the Zoning Hearing Examiner Committee shall be binding on the "Applicant ", which term shall include the owner or owners of the property, heirs, assigns, and successors.) a) COUNTY PLANNING DEPARTMENT 1. That if PE- 1256 -78 is recorded, the zoning shall be reclassified to Restricted Industrial. 2. That this zone change approval, ZE- lC4 -83, supersedes the original zoning approval, ZE- 132 -78, within the preliminary plat of Mid- Valley Industrial Park, PE- 1256 -78. 3. All current standards of the Restricted Industrial Zone, as amended, shall be complied with in the development of this site. 4. That the buildings be set back a minimum of 60 -feet from the front property line along Jackson, Bowdish, Ermina, Wilbur, and Montgomery Drive. 2 ZONE RECLASSIFICATION NO.: ZE- 104 -83 a) COUNTY PLANNING DEPARTMENT (continued) 5. That a dense landscape strip a minimum of 10 -feet in width, be provided around the site's perimeter for site - screening adjacent to the single family areas and a 10 -foot landscape strip along Montgomery Drive for aesthetic purposes. 6. That access on Bowdish Road be controlled on both sides; location of said access to be within the south 300 feet of Bowdish. There shall be no access to Ermina or Wilbur. The Engineer's Office shall advise whether there is a possibility that an exit can be allowed at the northwest corner of the site onto Jackson Avenue; said access to be signed which would not permit a right turn as a vehicle would exit the site, nor a left turn when entering the site as vehicles travel west along Jackson. 7. That the project is subject to Section 4.16A.050, the Aquifer Sensitive Area Overlay Zone of the Spokane County Zoning Ordinance, which sets forth various measures for Aquifer protection; specifically, measures dealing with wastewater disposal, spill protection measures, and stormwater runoff. 8. The Zoning Administrator shall approve a specific exterior lighting plan for the approved area prior to installation of such lighting. (Such plan shall attempt to confine illumination to the area with full consideration to adjacent properties). 9. That signing of the site shall be generally in substantial conformance, as determined by the Zoning Administrator, with those standards of the Local Business Zone. 10. A specific landscape plan, planting.schedule and provisions for maintenance acceptable to the Spokane County Zoning Administrator shall be submitted with a performance bond for the project, or phases of the project, prior to release of building permits. 11. The applicant shall develop subject property generally in accordance within the concept presented to the Hearing Examiner Committee. Variations when approved by the Zoning Administrator will be permitted, including, but not limited to the following changes: Building location, landscape plans, and general allowable uses of the permitted zone. All variations must conform to regulations set forth in the Spokane County Zoning Ordinance. The original intent of the development plans shall be maintained. 3 ZONE RECLASSIFICATION NO.: ZE- 104 -83 a) COUNTY PLANNING DEPARTMENT (continued) 12. The specific development plan will be submitted for Planning Department review and approval prior to issuance of building permits. 13. Applicant shall comply with 1 208' recommendations concerning stormwater runoff and provide necessary landscaping for runoff. 14. Any division of land for the purpose of sale, lease, or transfer shall comply with RCW 58 -17 and the Spokane County Platting Ordinances prior to issuance of building permits. 15. That the provisions of SEPA's NOTICE OF ACTION pursuant to Chapter 43.21C.080 RCW and the Board of Spokane County Commissioners Resolution 1177 -1392 be initiated by the project applicant within thirty (30) days of final disposition of this application, and prior to any on -site improvements, or file appropriate documents to the effect that the NOTICE OF ACTION is waived in accordance with Spokane County Commissioners' Resolution #82 -0458 dated May 4, 1982. 16. Pursuant to the provisions of Chapter 43.21C RCW, the SEPA Guidelines (WAC 197 -10) and the Spokane County Environmental Ordinance (SCEO), 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 potentially significant adverse impacts upon the physical environ ment are anticipated as a result of the project; and a final declaration of non - significance is hereby to be issued. b) COUNTY ENGINEERING DEPARTMENT Prior To The Issuance Of A Building Permit: 1. Applicant shall dedicate 2 feet on Montgomery Drive for right -of -way prior to any use of the property. 2. Applicant shall dedicate a 20 -foot radius on Bowdish Road and Jackson Avenue prior to any use of the property. 4 ZONE RECLASSIFICATION NO.: ZE- 104 -83 b) COUNTY ENGINEERING DEPARTMENT (continued) 3. Access permits for approaches to the County Road System shall be obtained from the Spokane County Engineer. 4. Applicant shall improve Jackson Avenue in a manner consistent with Spokane County TYPICAL roadway section No. 1 minimum paving width Access Standard. 5. Applicant shall improve dowdish Road in amanner consistent with Spokane TYPICAL roadway section No. 1 minimum paving width Access Standard. 6. Applicant shall improve Ermina Avenue in a manner consistent with Spokane County TYPICAL roadway section No. 1 minimum paving width Access Standard. 7. Applicant shall improve Wilbur Road in a manner consistent with Spokane County TYPICAL roadway section No. 1 minimum paving width Access Standard. 8. Other specific improvements: Applicant shall improve Montgomery Drive in a manner consistent with Spokane County TYPICAL Roadway Section No. 1 minimum paving width Secondary Arterial Standard. 9. Applicant shall submit for approval by the Spokane County Engineer road, drainage, and access plans prior to the issuance of a building permit on the property. 10. The applicant shall submit for approval by the Spokane County Engineer and the Spokane County Health District a detailed combined on -site sewage system plan and surface water disposal plan for the entire project prior to the issuance of any building permit on the property. 11. A parking plan and traffic circulation plan shall be submitted and approved by the Spokane County Engineer prior to the issuance of a building permit on the property. The design, location, and arrangement of parking stalls shall be in accordance with standard traffic engineering practices. Paving or surfacing as approved by the County Engineer, will be required for any portion of the project which is to be occupied or traveled by vehicles. 5 ZONE RECLASSIFICATIUON NO.: ZE- 104 -83 b) COUNTY ENGINEERING DEPARTMENT (continued) 12. The word "applicant" shall include the owner or owners of the property, his heirs, assigns, and successors. 13. To construct the road improvements stated herein, the applicant may, with the approval of the County Engineer, join in and be a willing participant in any petition or resolution which purpose is the formation of a Road Improvement District (RID) for said improvement pursuant to RCW 36.88, as amended. Spokane County will not participate in the cost of these improvements. This provision does not apply to improvements specified for Montgomery Drive. 14. As an alternative method of constructing the road improvement stated herein, the applicant may, with the approval of the County Engineer, accomplish the road improvements stated herein by joining and participating in a County Road Project (CRP) to the extent of the required road improvement. Spokane County will not participate in the cost of these improvements. This provision does not apply to improvements specified for Montgomery Drive. 15. The construction of the road improvements stated herein shall be accomplished as approved by the Spokane County Engineer. 16. All required improvements shall conform to the current State of Washington Standard Specifications for Road and Bridge Construction, and other applicable County standards and /or adopted resolutions pertaining to Road Standards and Stormwater Management in effect at the date of construction, unless otherwise approved by the County Engineer. 17. Roadway standards, typical roadway sections and drainage plan requirements are found in Spokane Board of County Commissioners'Resolution No. 80 -1592 as amended. 18. Applicant shall deed to Spokane County 60 feet of right of way for Bowdish Road. This dedication shall extend from Montgomery Drive to Ermina Avenue. 19. Applicant shall deed to Spokane County 15 feet of right of way along Wilbur Street from Ermina to Montgomery Drive. 20. All relocation of utilities shall be at applicant's expense. 0 ZONE RECLASSIFICATION NO.: ZE- 104 -83 c) COUNTY UTILITIES DEPARTMENT 1. Pursuant to 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. 2. 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 a 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. 3. Any water service for this project shall be provided in accordance with the Coordinated Water System Plan for Spokane County, as amended. 4. Each unit shall be double - plumbed for connection to future areawide collection systems. 5. Plans and specifications for the double plumbing are to be reviewed and approved by the Utilities Department. 6. The project shall conform to the provisions of the ASA Overlay Zone. d) COUNTY HEALTH DISTRICT 1. A combined surface water and sewage disposal detailed plan shall be approved by the County Engineer and the Health District prior to the issuance of any building permit for this project. 2. Sewage disposal method shall be as authorized by the Director of Utilities, Spokane County. 7 ZONE RECLASSIFICATION NO.: ZE- 104 -83 d) COUNTY HEALTH DISTRICT (continued) 3. 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. 4. Water service must be coordinated through the Director of Utilities, Spokane County. 5. Water service shall be by an existing public water supply when approved by the Regional Engineer (Spokane), State Department of Social and Health Services. 6. Use of private wells and water systems is prohibited. 7. Disposal of sewage effluent beneath paved surfaces is currently prohibited. e) COUNTY BUILDING AND SAFETY DEPARTMENT 1. The site is located in Fire District # 1. 2. Mains and fire hydrants will be required to be installed in accordance with the requirements of the Spokane County Department of Building and Safety. f) WATER PURVEYOR 1. Water Purveyor is Irvin Water District, and they will supply the site with adequate water for domestic, fire and irrigation uses, although satisfactory arrangements have not been made. g) COUNTY AIR POLLUTION CONTROL AUTHORITY 1. Spokane County Air Pollution Control Authority regulations require that dust control measures be taken during all phases of the project. 2. During excavation activities water sprays may be required to control fugiutive dust emissions. Haul roads should be treated. Measures must be taken to avoid the deposition of dirt and mud from unpaved surfaces onto paved surfaces. If tracking or spills occur on paved surfaces, measures must be taken immediately to clean these surfaces. 3.' All travelled surfaces (i.e., ingress, egress, parking areas) must be paved and kept clean. ZONE RECLASSIFICATION NO.: ZE- 104 -83 E. ORDER The Hearing Examiner Committee, pursuant to the aforementioned, finds that the application of Northwood Properties, Inc., for a zone reclassification as described in the application should be APPROVED. Motion by: Kennedy Seconded by: McVicker Vote: Kennedy - Aye McVicker - Aye Carstens - Aye Unanimous to APPROVE to the RESTRICTED INDUSTRIAL ZONE - ( 3 - 0 ) HEARING EXAMINER COMMITTEE HEREBY ATTEST TO THE ABOVE FINDINGS, ORDER, AND VOTE Cha iperson ATTEST: For WALLIS D. HUBBARD Planning Director By STEVE P. HOROBIOWSKI Zoning Administrator Date: 0 STAFF REPORT DATE: APRIL 5, 1984 TO: HEARING EXAMINER COMMITTEE FROM: PLANNING DEPARTMENT STAFF SUBJECT: ZONE RECLASSIFICATION NUMBER: ZE- 104 -83 I. GENERAL INFORMATION APPLICANT /OWNER: NORTHWOOD PROPERTIES, INC. REQUESTED ZONING: Restricted Industrial EXISTING ZONING: Agricultural (established in 1942) note: This site has Preliminary Plat approval for 13 lots as Industrial and T5 lots for Multiple Family Suburban (December, 1982), known as Mid- Valley Industrial Park (File #PE- 1256 -78 and Zone Change hZE- 193 -78) PROPOSED USE: Business Park EXISTING USE: Vacant SITE SIZE: Approximately 17.2 Acres COMPREHENSIVE PLAN DESIGNATION: INDUSTRIAL and URBAN PRIORITY SEWER SERVICE AREA: Yes AQUIFER SENSITIVE AREA: Yes PROJECT LOCATION: This site is generally located in the Spokane Valley; more specifically, being adjacent and between Montgomery Drive, Jackson, Bowdish, Ermina, and Wilbur. ZONE RECLASSIFICATION NO.: ZE- 104 -83 II. BACKGROUND ANALYSIS 1) COMPREHENSIVE PLAN: The property lies within two Comprehensive Plan Categories; i.e., Urban" and "Industrial" and can be considered as a "Transition Area" and, therefore, a Comprehensive Plan Amendment is not necessary. The Urban category suggests screening or other performance standards to help make differing land uses compatible. This concept at a minimum should be utilized for those properties along Jackson, Bowdish, and Montgomery. Another "Decision Guideline" suggests multi - family structures be located adjacent to arterials; near public transit routes and be used to improve or maintain the consistency of adjacent single family areas. Another alternative would be to landscape heavily along Jackson, Bowdish and Montgomery, in conjunction with a greater front yard setback along these streets. 2) ZONING: North Agricultural, Established, 1942 East Residential Manufactured Home, established, 1969 West Restricted Industrial, est. 1972 South Agricultural, Established, 1942 Restricted Industrial, Established, 1976, 1977, and 1978 3) LAND USE: Site Vacant North Single Family Residential (Sunny Valley Acres Subdivision, 12,900 Square Feet) East Fairacres Mobile Home Subdivision (8,280 Square Feet) South Vacant and Coast to Coast Warehouse and General Industrial West Vacant E ZONE RECLASSIFICATION NO.: ZE- 104 -83 II. BACKGROUND ANALYSIS (continued) 4) HISTORY OF LAND USE ACTIONS: This site has Preliminary Plat approval known as Mid - Valley Industrial Park. The interior of the property is to be zoned Restricted Industrial upon filing of the final plat, while the lots along the street were to provide a land use transition as Multiple Family Suburban zoning. If this new proposal zoning all the property to Restricted Industrial is approved, the plat should be withdrawn or at least a change of conditions made to the approval of the plat recognizing this zone change. 5) NEIGHBORHOOD CONSIDERATIONS: Proposal is located in an area which includes a wide range of different land uses, ranging from rural residential to restricted industrial. The residential uses occur predominately north of Montgomery Drive, while industrial uses exist predominately to the south. III. SITE ANALYSIS 1) SITE CHARACTERISTICS AND CONSIDERATIONS: The site is flat with natural vegetation and little tree cover. Bounded by Jackson, Bowdish, Ermina, Wilbur, and Montgomnery Drive. The County Engineer has conditioned this application with roadway improvements and required access permits. 2) AGRICULTURAL SUMMARY: Committed to Urban type uses by the Soil Conservation Service, U. S. Department of Agriculture. 3) SITE PLAN INFORMATION: SITE SIZE: Approximately 17.2 Acres EXISTING BUILDINGS: None PROPOSED BUILDINGS: 15, Varying from 9,250 to 25,500 Square Feet. 3 ZONE RECLASSIFICATION NO.: ZE- 104 -83 III. SITE ANALYSIS PARKING AREA: (continued) Parking Required note: The applicant has a more detailed plan and building permits. To be determined at building permit stage. submitted a very general concept plan; review is required prior to release of OTHER SITE PLAN CONSIDERATIONS: The Development Plan for this zone change is different from the one submitted for the Preliminary Plat, PE- 1256 -78. A 40 -foot to 70 -foot setback is shown, as well as landscaping around the site's perimeter is indicated. Access to Jackson, Bowdish, Ermina, and Wilbur should be prohibited to protect the adjacent residences from traffic, noise, dust and visual impacts. IV. CONCLUSION The property, if properly conditioned, meets the Comprehensive Plan Text (although better alternatives are available). The southern portion of this site is consistent with past decisions in the area. Special development considerations should be given to those areas adjacent existing residential areas. V. RECOMMENDED AGENCY CONDITIONS, IF APPROVED: (All Conditions imposed by the Zoning Hearing Examiner Committee shall be binding on the "Applicant ", which term shall include the owner or owners of the property, heirs, assigns, and successors.) a) COUNTY PLANNING DEPARTMENT 1. That upon filing the final plat the zoning be reclassified to Restricted Industrial. 2. That this zone change approval, ZE- 104 -83, supersedes the original zoning approval, ZE- 132 -78, within the preliminary plat of Mid - Valley Industrial Park, PE- 1256 -78. 4 ZONE RECLASSIFICATION NO:: ZE- 104 -83 a) COUNTY PLANNING DEPARTMENT (continued) 3. That the buildings be set back a minimum of 60 -feet from the front property line along Jackson, Bowdish, Ermina, Wilbur, and Montgomery Drive. 4. That a dense landscape strip a minimum of 10 -feet in width, be provided around the site's perimeter. 5. That access to Jackson Avenue, Bowdish Road, Ermina Avenue, and Wilbur be prohibited from this site. 6. That all current standards of the Aquifer Sensitive Area Overlay Zone, as amended, shall be complied with in the development of this site. 7. The Zoning Administrator shall approve a specific exterior lighting plan for the approved area prior to installation of such lighting. (Such plan shall attempt to confine illumination to the area with full consideration to adjacent properties). 8. No free - standing sign on the premises shall exceed forty (40) square feet in area or thirty -five (35) feet in height. All signs may be illuminated provided that they shall not be animated nor flashing and shall be of low intensity, not exceeding the equivalent of four hundred twenty -five (425) milliamperes flourescent tubing behind plexiface, spaced on seven (7) inch or more centers, or of exposed neon not exceeding thirty (30) milliamperes. 9. A specific landscape plan, planting schedule and provisions for maintenance acceptable to the Spokane County Zoning Administrator shall be submitted with a performance bond for the project prior to release of building permits. 10. The applicant shall develop subject property generally in accordance within the concept presented to the Hearing Examiner Committee. Variations when approved by the Zoning Administrator will be permitted, including, but not limited to the following changes: Building location, landscape plans, and general allowable uses of the permitted zone. All variations must conform to regulations set forth in the Spokane County, Zoning Ordinance. The original intent of the development plans shall be maintained. 9 ZONE RECLASSIFICATION NO.: ZE- 104 -83 a) COUNTY PLANNING DEPARTMENT (continued) 11. The specific development plan will be submitted for Planning Department review and approval prior to issuance of building permits. 12. All current standards of the Restricted Industrial Zone, as amended, shall be complied with in the development of this site. 13. Applicant shall comply with '208' recommendations concerning stormwater runoff and provide necessary landscaping for runoff. 14. Any division of land for the purpose of sale, lease, or transfer shall comply with RCW 58 -17 and the Spokane County Platting Ordinances prior to issuance of building permits. 15. That the provisions of SEPA's NOTICE OF ACTION pursuant to Chapter 43.21C.080 RCW and the Board of Spokane County Commissioners Resolution #77 -1392 be initiated by the project applicant within thirty (30) days of final disposition of this application, and prior to any on -site improvements, or file appropriate documents to the effect that the NOTICE OF ACTION is waived in accordance with Spokane County Commissioners' Resolution #82 -0458 dated May 4, 1982. 16. Pursuant to the provisions of Chapter 43.21C RCW, the SEPA Guidelines (WAC 197 -10) and the Spokane County Environmental Ordinance (SCEO), 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 potentially significant adverse impacts upon the physical environ ment are anticipated as a result of the project; and a final declaration of non - significance is hereby to be issued. 11 ZONE RECLASSIFICATION NO.: ZE- 104 -83 b) COUNTY ENGINEERING DEPARTMENT Prior To The Issuance Of A Building Permit: I. Applicant shall dedicate 2 feet on Montgomery Drive for right -of -way prior to any use of the property. 2. Applicant shall dedicate a 20 -foot radius on Bowdish Road and Jackson Avenue prior to any use of the property. 3. Access permits for approaches to the County Road System shall be obtained from the Spokane County Engineer. 4. Applicant shall improve Jackson Avenue in a manner consistent with Spokane County TYPICAL roadway section No. 1 minimum paving width Access Standard. 5. Applicant shall improve Bowdish Road in amanner consistent with Spokane TYPICAL roadway section No. 1 minimum paving width Access Standard. 6. Applicant shall improve Ermina Avenue in a manner consistent with Spokane County TYPICAL roadway section.No. 1 minimum paving width Access Standard. 7. Applicant shall improve Wilbur Road in a manner consistent with Spokane County TYPICAL roadway section No. 1 minimum paving width Access Standard. 8. Other specific improvements: Applicant shall improve Montgomery Drive in a manner consistent with Spokane County TYPICAL Roadway Section No. 1 minimum paving width Secondary Arterial Standard. 9. Applicant shall submit for approval by the Spokane County Engineer road, drainage, and access plans prior to the issuance of a building permit on the property. 10. The applicant shall submit for approval by the Spokane County Engineer and the Spokane County Health District a detailed combined on -site sewage system plan and surface water disposal plan for the entire project prior to the issuance of any building permit on the property. 7 ZONE RECLASSIFICATION NO.: ZE- 104 -83 b) COUNTY ENGINEERING DEPARTMENT (continued) 11. A parking plan and traffic circulation plan shall be submitted and approved by the Spokane County Engineer prior to the issuance of a building permit on the property. The design, location, and arrangement of parking stalls shall be in accordance with standard traffic engineering practices. Paving or surfacing as approved by the County Engineer, will be required for any portion of the project which is to be occupied or traveled by vehicles. 12. The word. "applicant" shall include the owner or owners of the property, his heirs, assigns', and successors. 13. To construct the road improvements stated herein, the applicant may, with the approval of the County Engineer, join in and be a willing participant in any petition or resolution which purpose is the formation of a Road Improvement District (RID) for said improvement pursuant to RCW 36.88, as amended. Spokane County will not participate in the cost of these improvements. This provision does not apply to improvements specified for Montgomery Drive. 14. As an alternative method of constructing the road improvement stated herein, the applicant may, with the approval of the County Engineer, accomplish the road improvements stated herein by joining and participating in a County Road Project (CRP) to the extent of the required road improvement. Spokane County will not participate in the cost of these improvements. This provision does not apply to improvements specified for Montgomery Drive. 15. The construction of the road improvements stated herein shall be accomplished as approved by the Spokane County Engineer. 16. All required improvements shall conform to the current State of Washington Standard Specifications for Road and Bridge Construction, and other applicable County standards and /or adopted resolutions pertaining to Road Standards and Stormwater Management in effect at the date of construction, unless otherwise approved by the County Engineer. 17. Roadway standards, typical roadway sections and drainage plan requirements are found in Spokane Board of County Commissioners'Resolution No. 80 -1592 as amended. ZONE RECLASSIFICATION NO.: ZE- 104 -83 b) COUNTY ENGINEERING DEPARTMENT (continued) 18. Applicant shall deed to Spokane County 60 feet of right of way for Bowdish Road. This dedication shall extend from Montgomery Drive to Ermina Avenue. 19. Applicant shall deed to Spokane County 15 feet of right of way along Wilbur Street from Ermina to Montgomery Drive. 20. All relocation of utilities shall be at applicant's expense. c) COUNTY UTILITIES DEPARTMENT 1. Pursuant to 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. 2. 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 a 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. 3. Any water service for this project shall be provided in accordance with the Coordinated Water System Plan for Spokane County, as amended. 4. Each unit shall be double- plumbed for connection to future areawide collection systems. 5. Plans and specifications for the double plumbing are to be reviewed and approved by the Utilities Department. 6. The project shall conform to the provisions of the ASA Overlay Zone. 9 ZONE RECLASSIFICATION NO.: ZE- 104 -83 d) COUNTY HEALTH DISTRICT 1. A combined surface water and sewage disposal detailed plan shall be approved by the County Engineer and the Health District prior to the issuance of any building permit for this project. 2. Sewage disposal method shall be as authorized by the Director of Utilities, Spokane County. 3. Subject to specific application approval and issuance of permits bythe Health Officer, the use of an individual on -site sewage system may be authorized. 4. Water service must be coordinated through the Director of Utilities, Spokane County. 5. Water service shall be by an existing public water supply when approved by the Regional Engineer (Spokane), State Department of Social and Health Services. 6. Use of private wells and water systems is prohibited. 7. Disposal of sewage effluent beneath paved surfaces is currently prohibited. e) COUNTY BUILDING AND SAFETY DEPARTMENT 1. The site is located in Fire District # 1. 2. Mains and fire hydrants will be required to be installed in accordance with the requirements of the Spokane County Department of Building and Safety. f) WATER PURVEYOR 1. Water Purveyor is Irvin Water District, and they will supply the site with adequate water for domestic, fire and irrigation uses, although satisfactory arrangements have not been made. 10 ZONE RECLASSIFICATION NO.: ZE- 104 -83 g) COUNTY AIR POLLUTION CONTROL AUTHORITY 1. Spokane County Air Pollution Control Authority regulations require that dust control measures be taken during all phases of the project. 2. During excavation activities water sprays may be required to control fugiutive dust emissions. Haul roads should be treated. Measures must be taken to avoid the deposition of dirt and mud from unpaved surfaces onto paved surfaces. If tracking or spills occur on paved surfaces, measures must be taken immediately to clean these surfaces. 3. All travelled surfaces (i.e., ingress, egress, parking areas) must be paved and kept clean. 11 . r a JOHN SPELLMAN DUANE BERENTSON Governor Secretary STATE OF WASHINGTON DEPARTMENT OF TRANSPORTATION Office of District Administrator • North 17 14 Mayfair Street, Box 5299, North Central Station • Spokane, Washington 99105 March 26, 1984 Spokane County Pl annin g Department North 721 Jefferson Street Spokane, WA 99260 Attn: Steve P. Horobiowski Dear Sir: R ECEIVE® h' 2 9 1984 SPOKANE COUNTY PLANNING DEPARTMENT We have reviewed the following zone reclassification and wish to offer the following cambants. ZE -7A -69 ZE- 17A -71 No camient No comment ZE -1 -84 Set back r and site develop- ment should consider future develognent of adjacent freeway interchange. Off premise signing will conform to pro- visions of Scenic Vistas Act of 1971. ZE -5 -84 No comment ZE -48 -83 No convent ZE- 120 -83 Access to Division Street, SR 2, and the existing channelization is controlled by the City of Spokane. I ZE- 104 -83 No camtent Thank you for the opportunity to carment. WRH:ev RLL cc: HQ Records Control Very truly yours, WALTER R. HORNING, P.E. District Admini strator ,i i�'6o'L,cw By: R. L. LARSON, P.E. District Design & Plans Engineer a 1 pile No. ZE- 152 -81 SPOKANE COUNTY HEARING EXAMINER COMMITTEE FINDINGS AND ORDER ' A. INTRODUCTION This matter having come before the Zoning Hearing Examiner Committee on May 6, 1982, and the members of the Committee present being Ronald L. McVicker, Chairman, Jerry Williams and Richard L. Skalstad. B. PROPOSAL The sponsor, Irvin Water District #6, is requesting approval of a zone reclassifi- cation, File No. ZE- 152 -81, Agricultural to Restricted Industrial, with no pro- posed development at this time. C. FINDINGS OF FACT 1. That the existing land use in the area is residential and vacant. 2. That the Comprehensive Plan designates this area as appropriate for Urban /Industrial development. 3. That the existing zoning of the property described in the application is Agricultural. 4. That the provisions of RCW 43.21C (The State Environmental Policy Act) have been complied with, and the Committee concurs with the Declaration of Non - Significance. 5. That the proper legal requirements for advertisement of the Agenda Item have been fulfilled. 6. That the land in this area is suitable for the proposed use, or uses within the proposed Zone Classification. 7. That the applicant has demonstrated that conditions have substantially changed since the original zoning of this area and accordingly, the pro- posed rezone is justified. 8. That the proposed use is compatible with existing uses in the area. 9. That the owners of adjacent lands expressed neither approval nor dis- approval of the proposed use. 10. The Hearing Examiner Committee finds the proposed use to be in harmony with the general purpose and will not be otherwise detrimental to the public health, safety, and welfare. 1 pile No. ZE- 152 -81 D. CONDITIONS OR CONTINGENCIES APPLIED TO THIS APPROVAL a) COUNTY PLANNING DEPARTMENT 1. All current standards of the Restricted Industrial Zone, as amended, and Airport.Overlay Zone, shall be complied with in the development of this site. 2. The Zoning Administrator shall approve a specific exterior lighting plan for the approved area prior to installation of such lighting. (Such plan shall attempt to confine illumination to the area with full considera- tion to adjacent properties). 3. The specific development plan including interior circulation and park- ing will be submitted for Zoning Administrator review and approval prior to issuance of building permits. Any development shall be site - screened or buffered from residential areas to the north and east of the site. 4. Signs for this project shall conform to standards as set forth in Section 4.09.125 Signs. 5. Applicant shall comply with '208' recommendations concerning storm - water runoff and provide necessary landscaping for runoff. 6. That the provisions of SEPA's NOTICE OF ACTION pursuant to Chapter 43.21C.080 RCW and the Board of Spokane County Commis- sioners Resolution #77 -1392 be initiated by the project applicant within thirty (30) days of final disposition of this application, and prior to any on-site improvements. 7. Pursuant to the provisions of Chapter 43.21C RCW, the SEPA Guide- lines (WAC 197 -10) and the Spokane County Environmental Ordinance (SCEO), 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 assess- ment of the proposal's adverse impacts to the physical environment; a finding is hereby made that no potentially significant adverse impacts upon the physical environment are anticipated as a result of the project; and a final declaration of non - significance is hereby to be issued. b) COUNTY ENGINEERING DEPARTMENT 1. Access permits shall be obtained from the Spokane County Engineer prior to the issuance of a building permit or any.use of the property. 2. Applicant shall improve Bowdish Road in a manner consistent with Spokane County TYPICAL roadway section No. 1 minimum paving width access standard. 3. Applicant shall submit for approval by the Spokane County Engineer road, drainage, and access plans prior to the issuance of a building. permit on the property. 2 - ile No. ZE-152 -81 b) COUNTY ENGINEERING DEPARTMENT (continued) 4. The applicant shall submit for approval by the Spokane County Engineer and the Spokane County Health District a detailed combined on -site sewage system plan and surface water disposal plan for the entire project prior to the issuance of any building permit on the property. 5. The construction of the road improvements stated herein shall be accomplished as approved by the Spokane County Engineer, 6. All required improvements shall conform to the current State of Wash- ington Standard Specifications for Road and Bridge Construction, and other applicable county standards and /or adopted resolutions pertain- ing to Road Standards and Stormwater Management in effect at the date of construction, unless otherwise approved by the County Engineer. C) COUNTY UTILITIES DEPARTMENT 1. Pursuant to 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. 2. The owner, his heirs or successors shall join and participate in any petition or resolution which purpose is the formation of a utility local improvement district (ULID) pursuant to RCW, Chapter 36.94, as amended. The owner, his heirs and suc- cessors shall further agree not to oppose or protest any legal assessments for any utility local improvement district (ULID) established pursuant to RCW Chapter 36.94, as amended. 3. Any water service for this project shall be provided in accord- ance with the Coordinated Water System Plan for Spokane County. 4. Each unit shall be double plumbed for connection to future area - wide collection system. d) COUNTY HEALTH DISTRICT 1. Sewage disposal method shall be as authorized by the Director of Utilities, Spokane County. 2. Water service shall be coordinated through the Director of Utilities, Spokane County. 3. Water service shall be by an existing public water supply when approved by the Regional Engineer (Spokane), State Department of Social and Health Services. 3 iile No. ZE- 152 -81 d) COUNTY HEALTH DISTRICT (continued) 4. Disposal of sewage effluent beneath paved surfaces is currently prohibited. S. Irvin Water District Well #2 shall have a 150' buffer zone sur- rounding it. No sewage disposal shall be allowed within this zone. e) COUNTY BUILDING AND SAFETY DEPARTMENT 1. The site is located in Fire District #1. 2. A plan for emergency equipment access is required to be sub- mitted prior to any land development. 3. Recommend approval with condition that prior to development of this property that an engineered water distribution system plan shall be submitted to the Spokane County Department of Building and Safety. This distribution plan shall include water main size, flows, locations, fire hydrant type and locations, water storage tanks size, and location and design criteria. f) COUNTY AIR POLLUTION CONTROL AUTHORITY 1. During construction, dust emissions must be controlled. 2. Parking lots shall be paved and kept clean. h) '208' WATER QUALITY 1. Grassed Percolation Areas may be required, depending upon site proposal. El -Ile No. ZE- 152 -81 E. ORDER The Hearing Examiner Committee, pursuant to the aforementioned, finds that the application of Irvin Water District #6, for a zone reclassification as described in the application should be approved. Motion by: Skalstad Seconded by: Williams Vote: Unanimous to Approve ( 3 - 0 ) HEARING INER COMMITTEE r l Chair ATTEST WALLIS D. HUBBARD Planning Director By: D Date: 9 Oa 9 STAFF REPORT DATE: MAY 6, 1982 TO: HEARING EXAMINER COMMITTEE FROM: PLANNING DEPARTMENT STAFF SUBJECT: ZONE RECLASSIFICATION NUMBER: ZE 152 -81 ENERAL INFORMATION APPLICANT: IRVIN WATER DISTRICT #6 STATUS OF APPLICANT: Owner (Ty Wick, representative) REQUESTED ZONING: Restricted Industrial EXISTING ZONING: Agricultural (established in 1942) PROPOSED USE: NewA water pumping office and maintenance shop is proposed. PROJECT LOCATION: This site fronts Bowdish Road and is generally located approximately 700 feet south of Jackson Avenue. II. SITE PLAN INFORMATION SITE SIZE: Approximately .66 acres SITE CHARACTERISTICS: The site is somewhat rocky and flat, and except for an existing pump house, is vacant. NEIGHBORHOOD CHARACTER: As with the site, the surrounding area is generally vacant, large lot ownerships previously in agricultural produc- tion. AGRICULTURAL SUMMARY: Within an area committed to URBAN land use. ZONING: North Agricultural, established, 1942 East Residential Manufactured Home, established, 1969 West Agricultural, established, 1942 South Agricultural, established, 1942 LAND USE: Site Vacant, except for a small pump house North Vacant, residential building East Manufactured homes, residential area West Vacant South Vacant, single lot residential 1 ZONE RECLASSIFICATION "11MBER: ZE- 152 -81 H. SITE PLAN INFORMATION (continued) 1981 COMPREHENSIVE PLAN DESIGNATION: URBAN /INDUSTRIAL NUMBER OF EXISTING BUILDINGS NUMBER OF BUILDINGS PROPOSED: No Site Plan III. BACKGROUND /ANALYSIS A. COMPREHENSIVE PLAN - The proposal is located on the boundary line between an Urban and an Industrial category. As such the proposal is consistent and appropriate with the Plan. However, since the rezone proposal rests adjacent to a residential development, future industrial development plans should include buffering tech- niques appropriate for the development. B. SITE CONSIDERATIONS - Probably the most important factors of the site that warrant consideration are the surrounding industrial development activities to the West and the residential activities to the North and West. Existing industrial activities west of the site sug- gest such a proposal is conducive to the area. Yet the residential activity immediately adjacent to the proposal suggests need for ade- quate buffering between existing residential activity and the proposal. Potential traffic problems may exist with this proposal, depending upon specific site development plans. The residential traffic and future industrial traffic could create need for traffic facility improve- ment. The site is located within the designated conical airfield overlay near Felts Field. C. HISTORY OF OTHER LAND USE ACTIONS - Rezoning actions have occurred over the past ten (10) years in the areas north and west of the proposal. Most of the rezone actions taken north of the proposal have been from Agricultural to "R -1" residential zones. An area located to the northeast of the proposal was rezoned from Agricultural to Multiple Family Suburban (MFS) in 1978. The area west of the proposal on the other hand has been rezoned from "Agricultural" to "Restricted Industrial" in 1972 and 1978. The proposal site falls be- tween these zoning and development activities. D. CONCLUSION - The requested zoning is consistent with the Com- prehensive Plan and development activities to the, West. The compati- bility of the zone change with land use. to the north and east could be greatly increased by the use of buffering techniques and careful site planning. Specific site plan review should be necessary when such a site plan is completed. ti ZONE RECLASSIFICATI( )UMBER: ZE- 152 -81 IV. AGENCIES RECOMMENDED CONDITIONS, IF APPROVED E COUNTY PLANNING DEPARTMENT 1. All current standards of the Restricted Industrial Zone, as amended, and Airport Overlay Zone, shall be complied with in the development of this site. 2. The Zoning Administrator shall approve a specific exterior light- ing plan for the approved area prior to installation of such lighting. (Such plan shall attempt to confine illumination to the area with full consideration to adjacent properties). 3. The specific development plan including interior circulation and parking will be submitted for Planning Department review and approval prior to issuance of building permits. Any development shall be site- screened or buffered from residential areas to the north and east of the site. 4. Signs for this project shall conform to standards as set forth in Section 4.09.125 Signs. 5. Applicant shall comply with '208' recommendations concerning stormwater runoff and provide necessary landscaping for runoff. 6. That the provisions of SEPA's NOTICE OF ACTION pursuant to Chapter 43.21C.080 RCw and the Board of Spokane County Commissioners Resolution #77 -1392 be initiated by the project applicant within thirty (30) days of final disposition of this application, and prior to any on -site improvements. 7. Pursuant to the provisions of Chapter 43.21C RCW, the SEPA Guidelines (WAC 197 -10) and the Spokane County Environmental Ordinance (SCEO), 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 potentially significant adverse impacts upon the physical environment are anticipated as a result of the .project; and a final declaration of non - significance is hereby to be issued. b) COUNTY ENGINEERING DEPARTMENT 1. Access permits shall be obtained from the Spokane County Engineer prior to the issuance of a building permit or any use of the property. 2. Applicant shall improve Bowdish Road in a manner consistent with Spokane County TYPICAL roadway section No. 1 minimum paving width access standard. 3. Applicant shall 'submit for approval by the Spokane County Engineer road, drainage, and access plans prior to the issuance of a building permit on the property. 3 ZONE RECLASSIFICATI( DUMBER: ZE- 152 -81 b) COUNTY ENGINEERING DEPARTMENT (continued) 4. The applicant shall submit for approval by the Spokane County Engineer and the Spokane County Health District a detailed com- bined on -site sewage system plan and surface water disposal plan for the entire project prior to the issuance of any building permit on the property. 5. The construction of the road improvements stated herein shall be accomplished as approved by the Spokane County Engineer. 6. All required improvements shall conform to the current State of Washington Standard Specifications for Road and Bridge Construc- tion, and other applicable county standards and /or adopted reso- lutions pertaining to Road Standards and Stormwater Manage- ment in effect at the date of construction, unless otherwise approved by the County Engineer. C) COUNTY UTILITIES DEPARTMENT I. Pursuant to 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. 2. The owner, his heirs or successors shall join and participate in any petition or resolution which purpose is the formation of a utility local improvement district (ULID) pursuant to RCW, Chapter 36.94, as amended. The owner, his heirs and suc- cessors shall further agree not to oppose or protest any legal assessments for any utility local improvement district (ULID) established pursuant to RCW Chapter 36.94, as amended. 3. Any water service for this project shall be provided in accord- ance with the Coordinated Water System Plan for Spokane County. 4. Each unit shall be double plumbed for connection to future area - wide collection system. d) COUNTY HEALTH DISTRICT 1. Sewage disposal method shall be as authorized by the Director of Utilities, Spokane. County. 2'. Water service shall be coordinated through the Director of Utilities, Spokane County. 3. Water service shall be by an existing public water supply when approved by the Regional Engineer (Spokane), State Department of Social and Health Services. 0 ZONE RECLASSIFICATk DUMBER: ZE- 152 -81' d) COUNTY HEALTH DISTRICT (continued) 4. Disposal of sewage effluent beneath paved surfaces is currently prohibited. 5. Irvin Water District Well #2 shall have a 150' buffer zone sur- rounding it. No sewage disposal shall be allowed within this zone. e) COUNTY BUILDING AND SAFETY DEPARTMENT I. The site is located in Fire District #1. 2. A plan for emergency equipment access is required to be sub- mitted prior to any land development. 3. Recommend approval with condition that prior to development of this property that an engineered water distribution system plan shall be submitted to the Spokane County Department of Building and Safety. This distribution plan shall include water main size, flows, locations, fire hydrant type and locations, water storage tanks size, and location and design criteria. f) COUNTY AIR POLLUTION CONTROL AUTHORITY 1. During construction, dust emissions must be controlled. 2. Parking lots shall be paved and kept clean. h) '208' WATER QUALITY I. Grassed Percolation Areas may be required, depending upon site proposal. 5 is r'�. �.I IOHN SPELLMAN Governor `,5� �E. ? ; 0 ;° . DUANE SERENTSON � ^�! ° Secretary STA OF WASHINGTON . DEPARTMENT OF TRANSPORTATION Office of District Administrator • North 2714 Mayfair Street, Box 5299, North Central Station e Spokane, Washington 99205 April 27, 1982 A PR 30 19aZ Mr. Douglas S. Adams Broadway Center Bldg., Second Floor_ o�SPO NECoUpiry North 721 Jefferson Street NINA DEPARTn1ENj Spokane, WA 99260 Dear Sir: b!e have reviewed the following zone change applications and believe they will have no adverse impact on State transportation. ZN- 151 -81 h ZN- 152 -81 ZN- 122 -81 ZW -9 -82 ZS -18 -77 ZE -17 -82 ZE - 25 -82 Concerning Zone application ZE 133 our department requests that the County enforce local set back requirements for any building construction. With reference to zone reclassification ZW- 137 -81 we see no adverse im- pact at this time; however, we request an opportunity to review the de- velopment Plans as They become available. Thank you for giving us the opportunity to respond to these proposals. Very truly yours, WALTER HORNING, P. E. Di t,t Administ-at ? B GORDON D. ` OLSON, P. E. Dist. Asst. Design Engineer WRH:sw GDO cc: Walther Record Control DEPARTMENT OF BUILDING & SAFETY BUILDING- PLUMBING - MECHANICAL - FIRE 811 N. JEFFERSON SPOKANE, WA. 99260 -0050 TELEPHONE : 456 -3675 JAMES L. MANSON, DIRECTOR DATE: April 26, 1982 Standard Condition(s) Attached: RECEIVED PR i D (_ SPOKANE COUNTY PLANNING DEPARTMENT TO: Doug Adams FROM: Dick Bedow I. ZW- 137 -81 Agricultural to Restricted Industrial Already addressed 2. ZN- 151 -81 Agricultural to Restricted Industrial Already addressed 3. ZE- 133 -81 A gricultural Suburban to Local Business Recommend approval with standard condition F -4. 4. ZE- 152 -81 Agricultural to Restricted Industrial Recommend approval with standard condition(s) F -3 & F -7. 5. ZN- 122 -81 Agricultural to Commercial Recommend approval with standard condition(s) F -3 & F -7. 6. ZW -9 -82 Agricultural to Restricted Industrial Recommend approval with standard condition(s) F -3 & F -7. 7. ZS -18 -77 Mininq Class II - Channe of Conditions Recommend approval with standard conditions) F -3 & F -6. 8. ZE -17 -82 Agricultural to Residential Manufactured Home Recommend approval with standard conditions _ F -3, F -7 & F -8. 9. ZE -25 -82 Agricultural to Local Business Recommend approval with standard condition(s) F -3 & F -7. Standard Condition(s) Attached: RECEIVED PR i D (_ SPOKANE COUNTY PLANNING DEPARTMENT SPOKANE COUNTY HEALTH DISTRICT Inter- Office Communication Date April 22, 1982 TO: Zoning Administrator, Spokane County FROM: Richard E. Ellis, R.S., Environmental Health Division SUBJECT: Proposed Zone Change: ZE- 152 -81 (Irvin Water District #6) 1. References: a. Groundwater Resources an eastern Stevens Counties b c d e f 1 Spokane and South rtment of Water Resources, State of Washington, 1969. Map: Reconnaissance Geologic Map of the West Half of the Spokane Quadrangle Washington and Idaho Allan B. Griggs, 1968. Soil Survey, Spokane County, Washington Soil Conservation Service, U.S.D.A., March, 1968. - Spokane County, Washington, Engineering Interpretations Soil Conservation Service, U.S.D.A., August, 1974. Logs of water wells in Range 44, Township 25, Sections 4 and 9. Map: Greenacres Quadrangle, U.S.G.S., 1973, and Spokane N.E., U.S.G.S., 1973. 2. Findings: a. This project lies over the Spokane Aquifer. b. It is within Critical Water Supply Service Area No. 19 and within the service area of Irvin Water District #6. C. The project is inside the Spokane County Comprehensive Wastewater Manage- ment Area; and inside the Priority Sewer Service Area recommended in the '201' Study. The method of sewage disposal is subject to approval of the Director of Utilities pursuant to County Resolution 80.0418 adopted March 24, 1980. The topography and soils in the area are generally suitable for use of individual on -site sewage systems. d. The project lies in a relatively flat area west of Bowdish Road and south of Carlisle Avenue. Local drainageways are insignificant. e. Surface soils are classed as Garrison gravelly loam with 0% to 5% slopes. They have a septic tank filter field limitation of slight. There is also possible contamination of groundwater. f. Geologically, the soils are glaciofluvial deposits. These geological structures generally yield moderate to very large amounts of water. Data from wells in the area shows they are from 95' to 142' deep. The highest nitrate level was found to be 1.1 parts per million. The Irvin Water District #6 has indicated that it can supply domestic use water for the project. sed Zone Change Page 2 April 22, 1982 3. Recommendations: 1 ZE- 154-81 (Irvin Water District #6) a. Sewage disposal method shall be as authorized by the Director of Utilities, Spokane County. b. Water service shall be coordinated through the Director of Utilities, Spokane County. C. Water service shall be by an existing public water supply when approved by the Regional Engineer (Spokane), State Department of Social & Health Services. d. Disposal of sewage effluent beneath paved surfaces is currently prohibited. e. Irvin Water District Well #2 shall have a 150' buffer zone surrounding it No sewage disposal shall be allowed within this zone. do c: Director of Utilities, Spokane County c: Irvin Water District #6 E. 10624 Empire Way Spokane, Washington 99206 R ECE "D APR 2 6 1982 SPOKANE COUNTY PLANNING DEPARTMENT Page 2. Department of Building and Safety F -3. A plan for emergency equipment access is required to be submitted prior to any land development. F -4. Installation of fire hydrants to be in accordance with the requirements of the Spokane County Department of Building and Safety. F -6. Water supply cistern to be installed with adequate fire flow. F -7. Recommend approval with condition that prior to development of this property, that an engineered water distribution system plan shall be submitted to the Spokane County Department of Building and Safety. This distribution plan shall include water main size, flows, locations, fire hydrant type and locations, water.storage tanks size, location and design criteria. F -8. Reclassification of an existing building shall. require an application for Change of Occupancy permit, and subsequent inspection for approval. Thank you, Dick Bedow Senior Fire Prevention Inspector DB:gw pr 7 SPOKANE COUNTY. ft- ANNA" AEPARTMEN1 PROPERTY DESCRIPTION GUNNING BINDING SITE PLAN NO. 32 That portion of the South 1/2 of the South 1/2 of the Northwest 1/4 and a portion of the Southwest 1/4 of Section 9, T.25 N., R.44 E.W.M., described as follows: Begin at a point which is 641.55 feet North and 20 feet East of the West 1/4 Corner of said Section 9; thence N89'32'30 "E, 1870.00 feet along the South right of way line of Jackson Avenue, ; thence S00'00'38 "W, 386.46 feet parallel with the West line of Section 9, to the True Point of Beginning, which is also a point on the Southwesterly right of way line of Montgomery Drive; thence continuing S00 ° 00'38 "W 256.57 feet to the South line of Lite NW 1/4 of said Section; thence S00 ° 13'17 "E, 662.92 feet parallel with the West line of the SW 1/4 of Section 9, to the Northerly right of way line of the Spokane International Railroad; thence S80'26'13 "E, 779.79 feet along said Northerly line to the East line of the Southwest 1/4 of said Section; thence. N00'08'33 "W, 424.62 feet along said East line; thence Westerly along the North R/W line of Montgomery Drive to a point that is 30.00 feet ldest of the East line of the Southwest 1/4; thence N00 ° 08'33 "W, 373.27 feet, parallel with the East line of said SW 1/4 to the South line of the NW1 /4 of said Section; thence N00 "08'10 "W 404.22 feet. parallel with the East line of said NW1 14 to a point lying S00'08'10 "E, 259.50 feet from the centerline of Jackson Avenue; thence S89'32'30 "W, 125,00 feet parallel with said centerline; thence N00'08'10 "W, 229.50 feet to the South R/W line of Jackson Avenue; thence 589'32'30 "W, 612.69 feet to. a curve concave to the Southeast Laving a radius of 335.88 feet; thence Southwesterly through a central angle of 38 ° 19'39 ", an arc distance of 224.68 feet to the beginning of a curve concave to the East having a radius of 25.00 feet; thence Southwest, South and Southeasterly, through a central angle of 108`57'29 ", an arc distance of 47.54 feet to the beginning of a curve concave to the SouLhwesL having a radius of 1030.00 feet; thence Southeasterly, along the Northeasterly it /W line of Montgomery Avenue through a central angle of 18 ° 38'04 ", an arc distance of 334.99 feet; thence 539'06'34 "E, 50.26 feet; thence S88'53'35 "W 76.14 feet to the 'Prue Point of Beginning. EXCEPT Montgomery Drive, Situate in the County of Spokane, State of Washington. contains 23.44 Acres TED GUNNING BINDING SITE PLANS32 SIMPSON ENGINEERS �i eU used 8SP•3a-9� DATE 4- c z RECEIPT N �D� M s E R RECEIVED FROM it I Wdress FOR S �� r , ACCOUNT HOW PAID arcln�\'wc BALANCE CASH An10UNi \ PAID QC/ CMECk � /, ueyE ixy S♦ BTLi.VCE U wyw X599 D L;E MONEY ORDFR ' fiY NORTIIWOOd PROPERTIES, INC. I CONTRS. REG NO. NORTHPI 1560 P 9616 E. MONTGOMERY SPOKANE, WA 99206 (509) 924 -7950 ' 4/30/92 DATE Two Hundred And 00 /100 _ ( PAY TO THE ORDER OF - I SPOKANE COUNTY ENGINEER N. 811 JEFFERSON SPOKANE, WA. 99260 U.S. Bank of Washington, N.A, Spokane Main Branch W. 428 Riverside Ave... P.O. Box TAP C16 19 _ 10 100 p. Spokane, WA 99220 -4016 1250 N o.0 017 0 5 � -- "1 c„ iAMOUNF-; ,- = = -v 1705 * * * ** *200.00 CHECK NO. BY 1.0 0170511 I:1 2 5000 1 0 5f: 1007 98057411' NORTHWOOD PROPERTIES, INC. CURRENT & PROJECTED TRAFFIC COUNTS Station # 4094 UNIVERSITY RD RD # 5012 * ** NORTH * ** 07/28/86 - 1,586 CURRENT - 1,985 + 5 YRS - 2,415 + 15 YRS - 3,574 + 20 YRS - 4,349 MISSION AVE RD # 3043 * ** EAST * ** 07/28/86 - 5,758 CURRENT - 7,203 + 5 YRS - 8,763 + 15 YRS - 12,971 + 20 YRS - 15,782 UNIVERSITY RD RD # 5012 * ** SOUTH * ** 07/28/86 - 3,471 CURRENT - 4,343 + 5 YRS - 5,283 + 15 YRS - 7,821 + 20 YRS - 9,515 MISSION AVE RD # 3043 * ** WEST * ** 07/28/86 - 5,807 CURRENT - 7,265 + 5 YRS - 8,839 + 15 YRS - 13,083 + 20 YRS - 15,918 These counts are seasonally adjusted by group mean factors. Projected counts are calculated at 4% per year. 1 Press <Return> to continue. PF16 to Exit. EASYDISP V1.01 - ROAD SEGMENT INFORMATION Road Number: 0298 - BOWDISH RD Start MP: 00.00 Function Class: Local Access Ending MP: 00.12 Rural /Urban: Urban Federal Route #: Pavement Type: Gravel or Stone Surfaced Width (Feet): 40 # of Lanes: 04 Medians Type: None Width (Feet): PF5 to List Road Intersections. PF15 to Enter new Segment. PF16 To Enter new Road. Shoulders Type: None Left (Feet): 00 Right (Feet): 00 General Information Curbs: None Sidewalks: None 1 EASYDISP V1.01 - ROAD SEGMENT INFORMATION Road Number: 3187 - MONTGOMERY DR Start MP: 00.53 Function Class: Minor Collector Ending MP: 01.24 Rural /Urban: Urban Federal Route #: 4068 Pavement Shoulders Type: Asphalt Type: Surfaced Width (Feet): 24 Left (Feet): 06 # of Lanes: 02 Right (Feet): 06 Medians Type: None Width (Feet): PF5 to List Road Intersections. PF15 to Enter new Segment. PF16 To Enter new Road. General Information Curbs: None Sidewalks: None 1 EASYDISP V1.01 - ROAD SEGMENT INFORMATION Road Number: 2150 - JACKSON AV Start MP: 00.00 Function Class: Local Access Ending MP: 00.14 Rural /Urban: Urban Federal Route #: Pavement Type: Low Type Bituminous Width (Feet): 20 # of Lanes: 02 Medians Type: None Width (Feet): PF5 to List Road Intersections. PF15 to Enter new Segment. PF16 To Enter new Road. Shoulders Type: Surfaced Left (Feet): 01 Right (Feet): 01 General Information Curbs: None Sidewalks: None EASYDISP V1.01 - ROAD SEGMENT INFORMATION Road Number: 2150 - JACKSON AV Start MP: 00.14 Function Class: Local Access Ending MP: 00.24 Rural /Urban: Urban Federal Route #: Pavement Type: Asphalt Width (Feet): 40 # of Lanes: 02 Medians Type: None Width (Feet): PF5 to List Road Intersections. PF15 to Enter new Segment. PF16 To Enter new Road. Shoulders Type: None Left (Feet): 00 Right (Feet): 00 General Information Curbs: None Sidewalks: None 1 1 PLANNING DEPARTMENT BROADWAY CENTRE BUILDING N. 721 JEFFERSON STREET PHONE 456-2205 SPOKANE, WASHINGTON 99260 MEMORANDUM TO: Spokane County Division of Engineering Spokane County Division of Utilities . Spokane County Division of Buildings Spokane County Health District Fire Protection District # 1 Irvin Water District FROM: 41 kotn W. Harrington, Jr., Planner H DATE: April 8, 1992 SUBJECT: Preliminary Binding Site Plan BSP -32 -92 n •' 81992 ' E(9` car Attached is a copy of the application and proposed preliminary Binding Site Plan map submitted by Northwood Properties for the subdivision of approximately 22.2 acres into 19 lots for.industrial uses. Please review this proposal and return your comments and recommendations by April 22, 1992. If you have any questions regarding this file, you may contact John Harrington at 456 -2205. Thank you for your prompt attention. sam Enclosures c: Northwood Properties, Ted Gunning, 9616 East Montgomery Avenue, Spokane, WA 99206 5o0nANE COUNTY COURT M10U5E DETERMINATION OF NONSIGNIFICANCE - "DNS" WAC 197 -11 -970 and Section 11. 10.230(3) SPOKANE ENVIRONMENTAL ORDINANCE FILE NUMBER(S): BSP -32 -92 DESCRIPTION OF PROPOSAL: Preliminary binding site plan to subdivide approximately 22.2 acres into 19 lots for industrial uses. APPLICANT: Northwood Properties Ted Gunning 9616 East Montgomery Spokane, WA 99206 (509) 924 -7950 LOCATION OF PROPOSAL: This property is generally located in the Spokane Valley south of and adjacent to Jackson Avenue and north of and adjacent to the B.N.R.R., 2200 feet east of University Road in Section 9, Township 25 North, Range 44 EWM, Spokane County, Washington. LEAD AGENCY: SPOKANE COUNTY PLANNING DEPARTMENT DETERMINATION: The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment. An Environmental Impact Statement (EIS) is not required under RCW 43.21C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. This DNS is issued under WAC 197 -11- 340(2); the lead agency will not act on this proposal for at least 15 days from the date issued (below). Comments regarding this DNS must be submitted no later than 4:00 p.m., April 22, 1992, if they are intended to alter the DNS. ############################## # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## RESPONSIBLE OFFICIAL: WALLIS D. HUBBARD, PLANNING DIRECTOR By: John W. Harrington, Jr., Planner II Phone (509) 456 -2205 Address Spokane County Planning Department North 721 Jefferson Spokane, WA 99260 DATE ISSUED: April 8, 1992 SIGNATURE: \ C NIMENTS RBOARDING ENVIRONMINTAL CONCERNS ARE WELCOME. APPEAL OF THIS DETERMINATION, after it becomes final, may be made to the SPOKANE COUNTY PLANNING DEPARTMENT, North 721 Jefferson, Spokane, WA 99260. The appeal deadline is the same as the above project's appeal deadline, being ten (10) calendar days after the signing of the decision to approve or disapprove the project. This appeal must be written and the appellant should be prepared to make specific factual. objections. Contact the Planning Department to assist you with the specifics for a SEPA appeal. This DNS was mailed to: 1. WA State Department of Ecology (Olympia) 2. WA State Department of Health 3. Spokane County Health District 4. Spokane County Engineer's Office 5. Central Valley School District - 356 6. Fire District - 1 7. Irvin Water District 8. Spokane County Air Pollution Control Authority _ 7 BINDING SITE PLAN APPLICATION PAFC; TO BE CCMPI= BY APPLICANT AND SURVEYOR BINDING SITE PLAN N O: 3,�? TRACT; I. Applicant: Phone: Address: % Su1veyor /Architect: SI���SpN �ti1G- irtE�2S Phone: 4Z6 - 13z Z Address: N 9 o Q n Czc:�o H N E tZ o 5 Po kA tL E Zip: ct Amount of Land in Binding Site Plan or Tract: Amount of adjacent lard ouned/contsnlled by Applicant: See a . A t �kE Owner :�i0 wn� Approved Subciivision/Zoning File #: N C, hi U= (include Variances, Conditional Use Permits) N p N G . Uses proposed in Binding Site Plan or Tract; Present use of property: \/AC_A )-J - F IZ. PLEASE SUBMIT WITH THIS APPLICATION � 7 copies of proposed B.S.P. or TRACT division Spokane County Assessor's Maps /Copy of Subdivision /Zoning Conditions: File #: ZE -Lo, 3 7-E 23 -Sc( (include Variances, Conditional Use Permits) T-y J Q N � L3L^_C- � y F_ M . R_E u 1 C-T'1014 L".1 Li Lam cilecKs- r , PROPERTY DESCRIPTION 'that portion of the South 1/2 of the South 1/2 of the Northwest 1/4 and a portion of the Southwest 1/4 of Section 9, '1.25 N., R.44 E.W.M., described as follows: Begin at a. point which is 641.55 feet North and 20 feet East of the West 1/4 Corner of said Section 9; thence N 89 ° 32'30 "E, along the South right of way line of Jackson Avenue, 1870.00 feet; thence S 00 °00'38 "W, parallel with the West line of Section 9 386.46 feet to the True Point. of Beginning, which is also a point on the Southwesterly right of way line of Montgomery Drive; thence continuing S 00 ° 00'38 "W 256.57 feet to the South line of the NW '1/4 of said Section; thence S 00 "13'17 "E, parallel with the West line of the SW 1/4 of Section 9, 662.92 feet to the Northerly right of way line of the Spokane International Ral- road; thence S 80 ° 26'13 "E, along said Northerly line, 779.79 feet to the East line of the Southwest. 1/4 of said Section; thence N 00 ° 08'33 "W, along said East line, 797.89 feet, to the C 1/4 Corner of Section 9; thence S 89'35'46 "W, along the South line of the NW 1/4 of Section 9, 30.00 feet to the West right of way line of Bowdish Road; thence N 00 ° 08'10 "W, along said right of way line, 404.22 feet to a point lying S 00 ° 08'10 "E 259.50 feet from the centerline of Jackson Avenue; thence S 89 °32'30 "W, parallel, with said centerline, 125.00 feet; thence S 00 °08'18 "F. 65.50 feet; thence S 89`32'30 "W, parallel with the centerline of Jack- son Avenue, 425.00 feet; thence N 00 °08'17 "W 10.00 feet; thence: S 50`53'26 "W 145.05 feet to the Northeasterly right of way line of Montgomery Drive; thence S 88 ° 53'35 "W 76.14 feet to the True Point. of Beginning. EXCEPT Montgomery Drive. Situate in the County of Spokane, state of Washington. for! Gunning BSP description only Simpson Engineers, Inc. N. 909 Argonne Road Spokane, WA 99212 I i SPOKANE ENVIRONMENTAL ORDINANCE SECTION 11.10.230 [1] Sp0AA8E EXVIRwI:ERTAL DRDi (wAC 197 -I1 -9601 Section 11.10.2)0111 / Environowntal Checklist Pvrpose of Checklist: File Bo. The Sett tATlroewental Policy Act (SCPA) Chapter 47.21C RC4, requires all governwntal agencies to Consider the environAental Lapacts Of a proposal before Mixing Aeclslons. An Envlromental Impact Stalewent (EIS) suit be prepared for all proposals with probable slgnlflcant adverse lmpacts on the quality of the enrlronwent. The purpose of this checklist Is to provide Inforwation to help you and the agency Identify Iwpacts frm your proposal (and to reduce or avoid ixgacts from the proposal, If It can be done) and to help the agency decide whether in EI$ Is-required. Instructions for Applicants: + This environmental Checklist asks you to describe sme basic Inforswtlon about your proposal. Govermehtal agencies use this checklist to daterwlne whether the envlren wental Imacts of you r proposal are significant, requiring preparation of an EIS. Answer the questions briefly, with the ost precise Inforwa tion known, or give the best description you Can. Tw w,st answer each question accurately and carefully, to the best of your knowledge. In most uses, you should be able to answer the questions irons your own obserntlons or project plans wlthwt the need to hire experts. If you really do not know the answer, or If a question does not apply to your proposal, write '60 not know' or - does not apply. Cmplete answers to the questions now way avoid unnecessary delays later. Sonia questions ask about governwantal regulations, such is zoning, shorellne, and l andmark designations. Answer these questions If you can. If you have probltws, the govermental agencies can assist you. The checklllt que apply to all parts of your proposal, even If you plan to do thew over a period of tine or on different parcels of land. Attach any additional InforA tion that will describe your pro posal or Its envi ran. ntal effects. The agency to which you submit this checklist my ask you to explain your answers or provide additional infonsatlon reasonably related to deterninlrq If there nay be significant adverse coact. Use of checklist for nm+project proposals: Coolete this Checklist for w proposals, even though questions may be answered 'does not apply'. IN ADD ITI On, Coup late the SUPPLEMENTAL SHEETJOR M04PROJECT ACTIOBS(Part DI. For orproyect actions, the references In the checklist to the words 'project, - applicant,' and 'property or site' should be read as 'proposal,' . Pr str,' and 'affected geographic area,' respectively. A. BACKGROM 1. Lme of Proposed project, If applicable: - 171NO11JCry S 2. tame of Applicant: — VF—t , cii U I I, tCq 7. Address and phone Atone" of applicant SPO W ta. or contact person: t= q(p 99 20 c,, 4z4 i —7950 a. Date checklist prepared: �7= .�,E}yp�i2 _ tQ 1 Lqq \ S. Agency regueitlnq Checklist: 6. proposed timing or schedule (Including n phasing, If applicable): t " CI ti'z"YS S 7. a. Do you have any plans for future additions, expansion, or further activity related to or connected with this propasai? If yes, explain,_ h( U It. Do you own or have option% on land nearby or adjacent to this proposal? If yes, explain. Yr S ow RZoP�¢YY Tn ri4E f�^ �2afb� >t �c 1 ldL3"rl n I v 8. List any envlromm,tal Inforvtlon you know about that has been prepared, or wl 11 be prepared, directly related to this proposal. 1J O1,3 R er.2 /1/88 (!AC 192 -11 -960) Seuioo U.10.210(1) 9. r p yw few vhe roes appllea slam p opoa al! If yes, exp lot o. _f sPOCU;E t:r.Z FOht1tlflAf. CPD SH,I'hU pendleg for goverwental approval. of Other proposal• directly effecting the property covered by your 10. LLae soy gave ry ment .pp ro ve la or p <rmtt• that will be needed for your proposal, if Iawn S 1�S\LJbi - .�yC"� 1- �1:./�.- c�Tl �(< 1 ' V V — iPo 11. Live a boYef, cmplece description of your proposal, Including the proposed uses and the siz Of she project end •Lie. Term a« • v sal q Oestloa later in this checklist curt ask you to describe certain aspects of your proposal. You do not need to repeat those anaven ont him t (Zo tJ' u P P_oc crcc -`t T19E C 11th L rE 'RC l,N'o Jyf'PZGaL -rEl -e sae -� �s zdl. o r -2 1? In(s 12. 1-a ta[ OO a Ofreho proposal. Give Buff is Left in forma r ion' f Or A person to under at and the pre e t ae lots than of your p......d pro }c[, IOC 1. di ng . any, and •stein n. I.vna hip and r. nge. if known. If . proposal would occur ever . ange.Of ♦rra, irovilq the range o b.umdariea of the a b tte(•). Provide . legsl E..crtptn, •ice p1.0, vicinlvicinity ma , and rc,t,.pm, map, It .. o a fool; av LLbta. V ile you .hold embulc any plans required b} the ....... YOU are nor r <qul red [o duplicate maps or detailed plan• ..bmi t..d with related nY pe ry I application ted ro thi. checklist. 13. GOe• the proposed action Lie wichta the Aquifer Sensitive Area (ASA)? The Ge octal S.ver Service Area? :he Priority Stoat Service Area'. :he City o[ Son 'cane? (Ste: Spokane CouncY's ASA Overlay Zone Atlas for boundaries). y-C 7 1.5 —_ 'L. S A. 4 S S A ' S te, 6C C018i_ D It APPLICAN, 6. MIROICCTIL CLQ S E AJV •. Le oe rah de mrlp riOn of the site (circle one) flat, rolling, hilly, •reep •lap .., mmuntaLmeu., other. b. 'lost Le the steepest slope On the its (app rozln rte percent elop<)i t / n c. '+hac general types of milt are found Oa the Its (for eu.ple, clay, .&ad, gravel, pear, muck)? If YOU know the classification of agricultural soils, specify them end note any prime farmland. Gr fl.- L21Z\So)J Gn �t'�'y�_ d. .Are there surface Sndlu Lio Oa or history of uw able gall• to the immediate viclnilyl If du crl be. ' h(a . Evaluation I., Agency Use Only of �rJ 2 (LAC 191 -11 -9601 Sec HOn 11.10.2700) B. ENWIROMENTAL ELEMENTS(continued) SPOKANE MIROMP.ENTAL ORDINANCE e. Describe the purpose, type, and approximate quantlt ies of any filling or grading proposed. Indicate source of fill. 11 ��' II I I S1 CT V C1 7� Q c� S k h!J C 'Y� 1 4 - 1 G in t) 7QY I. Colic erosion occur as a result of clearing, construction, or use? If so, generally describe. n S. About what percent of the site will be covered with Impervious surfaces after project construc- tion (for O"oPle, asphalt or buildings)? h. Proposed measures to reduce or control erosion, ar other impacts to the earth, If any: CS R-n o, 2. AIR a. What type of onissions to the air ww ld result from the proposal (i.e., dust, automobile, odors industrial, wood evoke) during construction and when the project Is completed? If any, gene rally describe and give approximate quantites If known. QQn+ 4k)V"nC, CSD Y ' :5 A: Q L, I I I tl NI)Yn b. Are there any off -s lie sources of emiss Ions or odor that may affect your proposal? if so, generally describe. U > C. Proposed measures to reduce or control emissions or other Impacts to air, If any: 1�4N1- !�Y'n g. WATER a. Surface: (1) Is there any surface water body on or in the immediate vicinity of the site Including year - round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or )I river it flows into. X2 0.. " e I V F t-- YY\ I l P U A r n 12) Will the project require any work over, In, or adjacent to (within 200 feet) the described waterst If yes, please describe and attach available plans. u c7 Evaluation For Agency Use Only Z(/CSIC^s (bC M df;(u.rk 61 + E � r� ('.AC 19] -11 -960) Section 11.10.230(L) E. EHVIFDN: T..f" ELC ,'7S (eon[tnued) SpOg EwlxofftCCI AL 0"IIIAtia Evaluation For (l) Estimate the amount of fill and dredge material that would be placed In Or removed from the 'env us. only s urface --1-1 or wetland. and Sndlute the aru of the It that would be •ff..t.d. Indlo[e the source If fill mt.rlal. NONE �}4I (1) dill th. .......1 require .ur( ace water wlrnenwl. . dl very lomi Ll.e to - ..ar.I da.e I per rpm., and Approximate qu. n[ltla ., 1( kn wn. qr r p- n 6ou [he PI-1---1 lie within a 1W,re.r flood pleln' If . race location on'che site plan. _LYIl (6) Doe a the proposal involve any dischar of waste material. to .0 rf ACC wteral I d the type of was and anticipated volume of discharge 1 0, N n E. (+-) Ducribe v..te material that will be discharged into the ground from septic tanks or other avt tary ...ta tr.. coos a t facility. Dewrtbe the ge ne nl .Ice of the .ysltm, the amber mf .s to he served (if applicable) or the number of par.a ns se.c [he •ya em(s) arc e:pe c[ed to c n h e C In' (3) Ducribe any •yatema. .[her than [hose designed for she dlapoul of • nitary lmtallad for the per rpm se of dlseharging fluids beiav the ground eurfece (includes . .. In--- for the dlapoul of rtorn vier or drainage y [ev s such from float dnlm ). De ¢[t be the type of system the amour[ of mate[lal [o be disposed of through the .,are. and the [Y pas of ma[er1aL likely to be di.posed of (Including u erl.l• -rich may enter the ayacm Lrudver[.ntly through .pllla or aA a result .f (lt.nen[ing U S I7a .,J c i I I b , i -,- r! �- - � - r �- SoC) lzv N, a (4) Will any chmical. (especlally organic solvents or petroleum fuel.) be stored In above- ground+ or underground grange taokai If • , vhat types And quanuclet of materials will be Un- kn - — ' } 1 Le a . - �szv_cL set nF P c1 Irk 1I u..._�. p I Sf - -ash 01 SDnkn e COI) 4 crarnd: (1) Will groundwater be Withdrawn, or will Water he discharged to grou Mwgrerl Live general descrlptlon, purpoae, and approximate quantitiu, if knowr. (VAC 19) -11 -960) Section 11.10.230(1) B. C IROM MU ELPJ¢ (continued) 5PJfJJIB 6 MiP3H '1. tf7. . OR➢ ::W;= _valua[lan Pee (5) Vha[ prod c,l ve a ... re. will be taken to Smu[< chat l or sp111s of any cheNCel, Age.., Use 0nly .tared or site o •ice wlll m[ be olio. ed eo ribed I ns to ground vale[ (Ch v< avre, ia Loeludea [o keep chev L lca ac of dial a.. 1 •ystev• described n 3b(2) and ]b(])' M � ti a V i 1 _ S) EL _T ` 2C' VIL. '1 Va[ec Runoff (Including n .tote v.[e c): i (1) p-crlhe the ---It- of runoff (including s[.,h water) and .,clod of collection and disposal if any (include 9van[itl.., if known). what. will [h1, water flow. Vill ruts s..ca, flow into Other v. [e r,' if •o, d vv. a y ,J (I C: vv`P -c Y'C) v.''.rocJ�rl ro ik^G (J) Could waste .acerlal• enter ground or surface v[er.1 if • , generally de•crl be. Li I: D u A dP ktiP ZOS 2 n A <, d. Proposed Meas t reduce or control surface, ground, and runoff wate impacts, if any (if' I the proposed action Ile• within the Aquifer Sensitive Area be especially cle.r on er,lana tloea I relating co facilities concerning Section• Jb(<), Jb(J), and 3c(1) of thl• checklist): 08 PnuS7t <. PLAYTg a. Check or circle type of vegetation found on the stir: deciduous tree: alder, uple, ..pen, ocher. evergreen free: fir, eed.[, pine, other. shrubs. p. cur.. mp or grain. wed 1011 Planes, ca[tall, buttercup, bullruah, akuho, e.bb.ge, other. ter plan[.: .,at 1111y, ulgra u, .11foll, other. char types of eeeutfun. b. V ., and ..tort of veget-flo 1 n Vill be rmmved or altered' Y , L I =� A Ya G S Q ti f N N j G c. List threatened or endangered specie. known to De on or near the site !. Proposed landscaping, use of "Live Planes, or ocher me urea to preserve or enhance vege Latloe on he •t,., if an,: 1 11 11 V11 to INIJ I \/1 ra UU..I 'hIyIIC4(N�__Y 1MlTS TT F (1) 'Jill any chemical• be .toted, handled or used an the site in a location where .,ill or lesk will drain to surface or groundwater or to A acorn water dlapoaal .y•tm discharging to surface or groundwater' SPOKANE ENVIRO,hX1HTAL ORDIAMCE (VAC 197 -I1 -960) Section 11.10:230(1) _ R. ENVIRONMENTAL ELEMENTS (continued) 5. ANIMALS a. Circle any birds and animals vhlch have been observed on or near the site or are knovn to be on or near the site: birds: hawk, heron, eagle, dngblyds other: mammals: deer, bear, elk, beaver, other: fish: bass, salnan, trout, herring, shellfish, other: S ON E: other: b. List any threatened or endangered species known to be on or near the site. c. Is the site part of a migration route? if so, explain. d. Proposed measures to preserve or enhance wildlife, If any: —N t7N S. ENERGY AND NATURAL RESOURCES a. What kinds of energy (electric, natural gas, wood stove, solar) will be 'u sad to meet the the completed project's energy needs? Describe whether It -ill be used for heating, manufac- turing, etc. All n-F 1 >0See Khe' VY S,-p rr- co u 1 cl. o. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. n C. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy Lryacts, if any: N nn ENVIRONMENTAL HEALTH a. Are there any environmental health hazards, Including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous vista, that could occur as a result of this proposal? If so, describe. U Y`\ I, LA CJ L 2 4— (1) Describe special eme j rgency services th ight a - [ - n be r /eq,Jul r<d. J '•� hI C7N P I.IA,t -"A 1 12 li,C 111 t� mg nu S c_ 0 Evaluation for Agency Use Only 1 I 1 t I 6 SP YC E DHVIRCN:!,.dl. OR➢iF!]:CE (WAC 19) - 11 - 960) Section 11.10.:30(1) b. CYVIR01+1¢trlLL C1S14N S (continued) Cvalu.Ilan For A,.oc, Us. Only F.IIVIROK2,T. AE ItE ALTiI (co n[S Oned) (2) Proposed ac... a. to [educe or control '.aa rowcnul health h.i.rd., If •n,: W C) V\ 4T I)rPc-C - ) --- Pi)r�l aSNY U i �1 () t "'4 . �/ '4- D. No (1) V type of noise .1st In the sits which awa effect your protect (for a mpl<: traffic, equi Poe nt, operation, other -��[ F c f other o_) I ton (Z) What types and levels of noise would be created by or iodated with the reject on . short -[era or . long -[eta D.a'. (for a .ople: traffic, eo,u tcuctlon, ups u[fon, ocher)? Indicate .h., hours nol.e would cone from she s1[t. O y� �ZI S h � 7 !> � h r� � r l In c, N r-•Y tv. . ' c p r � l L- � (3) Proposed at... re [o reduce or control roi.. Iopect., if any: 9. LAND Ah'D SHORE1111E USE s. What Ii the current use of he site and adjacent proper[le.a vc _r fa \.c E A I) t L c)) y lrn I 1 In C1 I "5 I � t-. n P S ' ; , A N 21) S c� b. H.. the .lie been used for .g:fcul cure' If .o, de.cribe. . e. Describe any rtruc[ure. on the .I[t. d. Will .ray ....r,urc. be demolt.hedi If . , which! e. ,1 st is the II current toning classification of the site? (, 111,.t 1. he torte v[ cmprehevlve plan d—i,.rlo. of the sire? T t1 ( )�t -I0. ( g. If .ppli,.Dle, vbar I. the curler[ •b rt line vrtec pro, ua designation of the .fat? h. Ito any par[ of [he site bee. cluCfi.d as an "trawl ro®t or.11, anut[ive" art.? If • , .petlly. 1. Approximately hw many people would reside or work in alu eoapleted protect? 7 (vAC 191- 11-960) Section 11. 10. 23C(1) 6. ENVlROlRSNyLL ,RZt2N"IS (concloued) SWFANE LNPIxD1teRN OnittANCZ J. Approvlms tely how many people would the completed prole er displace! µ O ti t. Prop. ed mu sure. to avoid or reduce di.plac mant impacts, if any: 1. P top ... d • uu tea to encore the proposal L compatible with ealatiog and projected land ones am plan., if soy: 9. IIOOS INC a. Apprmmfascely how many unite would D provided, if any? Indicate whether high - , middle °r -, lob -SMOm how in,. _ b. APproaimacely how uny unite, it any, would be eliminated? Indicate whether high -, middle -, or low -t ne ome nouains. c. Proposed mu.urea to reduce or control housing Impact., if any! 10. AESTI]MCS A. Vhat to the talleac height of any proposed structure(s), net Including antetmul Y ' Is the principal exterior Wilding material(a) proposed'. Ql II r _ ' u 5 �T �! � h� n rc�. 1 v� �• b. lyhat views In the lmmadlate vlclnicy would be altered or obstrvctedl c. Proposed measures to redwca or control aesthetic impacts, If any: 11. LICK' AND O1.AAL .. 17hL type of light or glare will the propoul produce? 'm.c time of day would it mainly occur? I b. Cowld Light or glare from the finished project be a ufety hazard or Interfere with view.? what ezls[i ng off -site source. of light or &Ure may affect your proposal? d. Proposed mu sure. to redo,. - or coot tol light and glare Impact., if any: - valo.tion'For Agency Use Ose my VW V g C . Nov many parldog spaces would the completed project love? Now many would the project eliminate? mac) hI n v' P d. Will : _ p - .p-c^ raqu e. any new rode or •tree[., or improvements to existing read. or street. not Iwluding driveways? If so, generally desert be (lndltsb• whe that public or private). a�,T y- TLa2f7 rkvn� -fe Rn 1 S L2 i I l 12 C- htiJI+ nl� t - l�- l� I. J e. Will the project use (or occur In the immediate vicinity of) water, rail, or air trana st portion? If an, e—mr.11, da.erl ba. Bnl1 n ra Di Ta h�nc r�n � iol i5 o\/COL; x LP 9 ' b. LM'[AOKKE?rIAL CLI16tRS (<ooci.ucd) Evaluation For 12. AECREA7I011 Aaenq Use ONy .. .What desi,na[ed and informal recreational opportunities are In the lmm edi.te vicinity? 5 4- rnk's 1=1 1-r(- S C I k , p fL �lAk C_ca 3i:-t° vi i cs 1 1 rn 11 7 �— b, Would the proposed project displace any existing recreS Llonal 14,07 If s da.Cribe. c. Prop. aed m • •.urea to reduce or control impacts o recreation, including recreational opportune - I 'I'. [o be provided by the project or .,,it can C. na if any: Ia. HIS]ORIC A" MTU PAESERVACION I .. Are there an places or objects listed o n or proposed for national, state or local preserra- Lion registers known to of on or next to the ice! It to. gene :ally describe. �r)h� b. Generally describe any landmarks or evidence of historic archaeological, scientific or cultural importance mown to be on or next to the nice. C. P ueesures to reduce or control impacts, if any: 14. TrAOSPOR -ATION .. Identify public streets and highways s rving the site and describe proposed access to the ,.Latin, street system. Sh.w -on 4lu plans, if any. QLY #r Pc'+ nre CcG e- mast.. A� y � )P wti c� S jo A P v -Fm� 11 1 / 1 r 7� 1�ve FZA 4,0 }h c c� i �y�c1 bt�l� APL b. 1. site currently sexed by public transit? It not, what Is the approximate distance C. the nearest tranalc .top? C . Nov many parldog spaces would the completed project love? Now many would the project eliminate? mac) hI n v' P d. Will : _ p - .p-c^ raqu e. any new rode or •tree[., or improvements to existing read. or street. not Iwluding driveways? If so, generally desert be (lndltsb• whe that public or private). a�,T y- TLa2f7 rkvn� -fe Rn 1 S L2 i I l 12 C- htiJI+ nl� t - l�- l� I. J e. Will the project use (or occur In the immediate vicinity of) water, rail, or air trana st portion? If an, e—mr.11, da.erl ba. Bnl1 n ra Di Ta h�nc r�n � iol i5 o\/COL; x LP 9 (ate 191 -11 -960) Section 11.10.230(1) E. CNC IP.DN:LH',V. ELE.`OSM (coo cinued) - sPoU.xC CN4R RObYQh.A1 OMINANCE — (. Pow many vehieuL: trips per day would be generated by the completed project' If known, indicate when peak would occur. g. Fropoaed mcasures to reduce or control transportation impac u, if any: 15. PUBLIC SERVICES A. Would the project result In an increased need for public services (for erample,'fire protection, p.l_m p:.tc cclo n, health care, schools, other)! If • , gene.. lly describe. }l k lMrw O' CR.rnu I b. Proposed measures to reduce or control direct impacts on public aarvices. If any: A. circle utilities cur -ehtl t the site? electricity mturII Ps a tern re [e leDhonc an Scary • septic system, ocher. b. Describe the utilltiea that are proposed for the project, the utility providing the • rvice and the crtral conattuction activities on the site or in the immediate vicinity which might be, record. Fy-n p A-v ow ti e r s. Evaluation For i'crre, Use Only (./ E ' C. SSCNANRE I, the undersigned, • under the penalty of perjury that the above reapomes a t made truthfully and to the beat of my knowledge. I also understand thee, should [here be any villful mi.repre¢nca Lion o r willful lack of full disclosure on my part, the agency may withdrew any determiv clan of now lgnlflcsrce that it might t.. ve to reliance upon chin eheckli, Date: prop. ncnr: Phone Person cmmple tl ng form: Phone: - FOR STAFF USE ONLY Su[t member(.) reviewing eheekllst: \/'qG /K .,Proponent Address. Date: 10 Based on this atef( re view of the environmental checklist sid she: pe:tlnent information, the staff: A. /\ Concludes that there are no probable significant adverse impacts and recommends a determlmtion of nonsignlfieanee. B. Concludes that probable significant adverse environmental impacts do eaac for the current proposal and recommends a mitigated decer- mination of ronaignlficance with conditions. C. Concludes that there are probable significant adverse environmental impacts and recrometde a determination of significance. FILING FEZ - 05.00 .,Proponent Address. Date: 10 JACKSON AVENUE 0 18 10 1 I 48,192 SQ.FT 1 Ln N \ \ IL \ \ IN I 48,957 SQ.FT. I 1 iN�RESS�EGRESS I I UTILITY EASEMENT 10 { I \ 120 \ 0 / � � / 0 28,500 SQ.FT 0 .�O I ,� 42,600 SQ. FT. / L c o � i °' / S0 40,300 SQ.FT. 7 / 36. S0.F rl 2 38,200 SQ.FT. z z W z t� J D D Q W D O C �- J SCALE 1"= 100' W Z D e 9 MISSION AVE. p vo 2� o / Ln 3 36,800 SOFT. 2-00 0 4 0 N 32,200 SQ.FT. O N 2 5 44,500 SOFT Zoo S � 8 0 41,200SQ.FT. z � 0 6 57,100 3 30 B. N. R.R �4o . 0 42 S.00 0 m 3 125,376 SQ.FT. 42 S.o 0 300 4 80,800SQ.FT. / tya5p O � O N �i G) N 30 0 25.00 Ln � 1 - 0 co N U) 0 3 0 m 30 9 40,500 SQ.FT. I 8 - -� 9 45,8 00 SOFT N as O 10 N 39,600 SQ.FT. 0: 26 0 °' 7 0 87,900 SQ.FT. fn VIC I N rry MAp o l 1 I 9 48,400 `I SQ.FT. 31 iCK 0 r2, � 1 / 0 N I 8 - -� 9 45,8 00 SOFT N as O 10 N 39,600 SQ.FT. 0: 26 0 °' 7 0 87,900 SQ.FT. fn VIC I N rry MAp i U. S. SPOKANE COUNTY, WASHINGTON - SHEET NUMBER 66 SOIL SURVEY TABLE .7.— lntrt�rrtcrfion of eri +�in.c Suitability-as ;ouret2 of-- I Suil features :affecting G rav e l - asnil Sane( _I ( t � G cl I 'e I,, a.ad fill [Iiglit�ay location I D(I:es or levees I. Farm ponds I Pescrvoir area I to Not 7111 t- Not Stlit- fait' to ;%Todurate to very hi Low stability; ivloderate to or. able. able% good. snsceptibility to semipervious to nxxleratel y take rata; t to crusiou: - e _ A frost action; mod - illlpt.rvious rapid perme- moderate to I Irate water- i - pervious when a crate to moder alety I whe com- ability. holdin rt :rpnc- compacted; nie c rapid pc rineabrl t} pale to l; low to its: ccgaratiun I dium compress a low to moderate niodernfe c I ' ability • low I I c shrill( shill I' shlull swell stability. I I I q o on Dragoon t potential. potential. ___ -- \rot suit- Suitable it Cood_____ \ioderate, to high salLow - Lo stability; Moderate tover Moderate ro.iist. m able. depth semipervious to v eeptibility- to frost semipervious to rapid perme- once to erosion; I I greater action; moderate to impervious :ability. I compressibility"; a than 60 ate IVatcr- very rapid pernre- when Compact - a Inches, .ability. t ability; low to 111011- teal; low to nlod - pacity. e est:iblisli except er, _(iiink -swell erase prink - oil Lloika salt potential. Swell potential. - - = -- Not Sitita- Not silita- hoot'_ -_ -- Very hi sl isceptibil - Low stability; . ini- moderate to Moderate- rosist= N ble. ble. moderately m ity to frost action; per•viou; when moderately r pacted; moderate a ability, Satu- r rate, very a uocterate to mod- compacted; lots slow pernle- ibility: moderate t ter and h holding ca- p permeability. s Irately slow perrne- to moderate ability. spring. p pacity. s specie , vege.t, ability low to mod- shrink- s%vell tion difficult to V V crate shrink -swell potential. establish. s s Yery low shear M potential; satur:atect Moderately M Moderate resist - ' ' Moderate resist- ; _ 'strength; imper - s slow to very` s in winter and spring. ance to ero - a ance to erosion; s ;o Not suita- Not suit•a- Poor ----- Moderato to very high Aloderate stabil -' Moderately sloe 'r. ble. ble. ' very slow per- - susceptibility to ity; impervious to very slow spring. c capacity. m meability. f fairly> easy to t frost action; moder - when compact - permeability. establish. F F ately- slow to very ed - load to mod- r. slow permeability; erate shrink - s Very low shear ` M Moderate to S low to moderate swell potential- 1Ioderate resist- M Mo vious when com- a perrne -: r rate; very a shrink-swell poten- soils crack when s. paeted; mediarm to h holding ca- a ate to slog w tial; sratnrateri in dry. A moderate p pacity. - - permeability. _ _ca acity - h spring stabilit - � o Not suita- Not suita- Poor ----- Moderate to very high Moderate stabil- Moderate to I d. blc. ble. susceptibility to frost ity; impervious slow perme - action; moderate to when compact- ability. slow permeability ed; moderate to moderate to higli high shrink- shrink -swell poten- swell potential, till. j j Not suit Good below Excellent_ Slight to no suscepti- Moderate stabil- Moderate to able. surface bility to frost action; ity; pervious very rapid layer. moderate to very when com- permeability. rapid permeability; pacted; low low shrink -swell shrink -swell potential. potential. I r• i i I i i" I i I i i i I Farm pon ds — Continued \ \ tic.rtlturai T Irrigation' d Terraces , in(I Watcriyays t . Embankment r ,Very low shear M Moderate to v vturlcr ate in- L Loan resistance t t oat resktance to _ AIr 1 strength semi- m moderately t take rata; t to crusiou: - e _ A . pervious to im- r rapid pvsmc- m moderate m moderate to I Irate water- i i pervious when a ahility . w ware r uoldill t tnudcrr r +.elf h holdin rt :rpnc- compacted; nie c capacity. r rapid perrne- i its: ccgaratiun I dium compress a ability. d ditiirnit Jo c c I ' ability • low I I c c,tai,h h except stability. I I I q o on Dragoon t t silt loam. Low shear strength; M Moderate to M Moderate to M Moderate ro.iist. m moderato resist - M M semipervious to v very rapid m mode rattAy , a ance to ero- o once to erosion; I I completed; slight r rate. moder - a ate to very l water. I I compressibility"; a ate IVatcr- rapid I id 1 x rme- pacity; vegeta- a a .ability. t tioll difficult to c c pacity. e est:iblisli except oil Lloika salt - l loam. lea -..low shear M Moderate to M Model ate to M Moderate r list- M Moderate- rosist= N NIc strength; imper- m moderately m moderately a ance to ero = a anco to erosion; r r pacted; moderate a ability, Satu- r rate, very a ate to moder- h - a ibility: moderate t ter and h holding ca- p permeability. s except for h h stability =; cracks s spring. p pacity. s specie , vege.t, tion difficult to V V ' e establish. s s Yery low shear M Moderately M Moderate resist - ' ' Moderate resist- ; ;ttc 'strength; imper - s slow to very` s slow to eagle a ance to ero - a ance to erosion; s s "pacted; medium a ability ; satu= ' v very high - - ately slow to B very h a compressibility; r rated in w water- holding v very slow per- - -its; vegetation its; soils tract: e spring. c capacity. m meability. f fairly> easy to t t: when dry. r establish. F F r. s Very low shear ` M Moderate to S Slow intake M Moderate resist- 1 1Ioderate resist- M Mo vious when com- a perrne -: r rate; very a ance to cro- a ance to erosion; s s. paeted; mediarm to h holding ca- a ate to slog w water- holding h h A moderate p pacity. - - permeability. _ _ca acity - h h stabilit - � �c".etation , P cracks wh ni P fairly easy to 3 TYPICAL SECTION: MONTGOMERY DRIVE TYPICAL SECTION : BOWDISH ROAD No sale STATION 115+98.9G TO 119 + � 5G NO SCALE 40 fry 3 u 30 \ 4 CO 2A` 2 - D DiCATION 2' 22 CURB � VA o ErJ M-Q.- cu B 3 +18.23 TO ER 4t06.47 WIDTH VARIES GRADE. i `T VARtE.S °To RI ES VARI FROM is' ZO; THUS GRADE VARt�S. FROM STATION I 15'v M4TCH To &7CG. : +ob, 47 TO 'Tt4o�WIDTH= ZO'nr+D 6 =2 -5% -- - -.--. Trans ltron � � - � oy 6a 9 Z.sq ELEVAT - - -- /� t FiNGa PAVEMENT :•.• i ` - rj �� Pram back of waltc " 6 Ex s , fio eX _ round /i v •. � :.,, .. O SISiPERE'D .� ..... , .. • . • . - . , .. yp' :�• :jam `Construct G -wide integral itsphal Concrete Pavement, CIass E3 ` , IZ •.� ho . • .;, ,..,., 3� — --- - — -- - ;Iti curb and sidewalk f b _ , 2" Compacted Depth Ex sting Cur 229 5 ' Asphalt Concrete Pavement, Class "8` Type A` curb,(Spo. Co. St Asphalt Content /4 to C V+ , Consiruct G'-wide D.O integral curb sidewalks 3;l 3� Depth WS.T Spec. Type 'A" curb �5pokaneCo, 6 +d) r AsphaltConfient 5 to G' /y% Cr hed facing Top Course ✓ G" C mpacte tt► (W.S.D.O.T. Spec ." �W,SDOT. Spec• • r� Crushed Top Course 'Sur•facin i '. G' Compacted 1).PTk (w•S.D.o. -f. Spe ~ c SINGLE BARREL 1�RyWF- t.- L�TyPE 1 q q ` SPOKANE CouNTy STANDARD I0 1 I 0 METAL FRAME. � G7RATE, TYPE No. 3 G Top of GRATE E,-v. 1 974.0 CURB DATA N { ' LOCATE l7 rLyWELL AT CURB STATION 12' BEHIND FA,:,- of cu RB� LEFT R = 56.00 T = 5G. Z7 CONSTRUCT L= 88. Z4 G' INTEGRAL TYPE A CURB 1i SIDEWALK r - J„ N L p as �':..C. LOCUST j • I3 LOCUST PP ,.�, 5- 2'•T6,4" .o PP M S - Q t $ GUST 4 LOCUST Z' DEDICATION E X IbTi NCt CURB (rl p p CURB DATA 4. • v PAV ING RO r AND SIDEWALK to r2 Wv° CONSTRUCT 50.26 _ = 2� \` 9 t 38.t — " POND '- -- -,., Ins _ 106 °43 16 INTEGRAL TYPE r'l.«�IZ AREA = 77 -5 sq.Pr. 4 N s 348.85 6 N O° 08' 10" W I r 8 284.87 9 165.45 - n CURB AND S IDEWALK m ° 3 — . UOR. ELEV. r T 3.5 s /fib a 76 At1r. 78 - TC SO'?TG go� g2 TG ER '� FR 84T8TC 8586•T•(,• FL ... = 20.00 __ ,� �M — _—= _ _— � ___�'____�_ R — � J 39'OC'�34 E POND FLOOR LEVSL� i0 °Q4 lli p ° ' �s6 EXISTIN r — `EXIST �l - � wrrH 4:1 star st.oaES Rx s ` MG %� � 1NG CURB L. = 37.25 //�� 11 \Vl 7 s _ S EXIST - 1 NCa W EXISTING O , N� x76 + _ &SCIALCURB INLET 36t ) `c � G RYwELL, (I \ O f�RYWELL �O I \9 x g639 �v�. �4S? 0 �, W, LBERTVAULTCo -,w1840 I 18 , .GRATE 74.67 /�{ _�- - Y Y. �• � ' - 76.98 oz x ryg l3o / T. = tV w �• n \ x ib K �� LOCATE AT Low. POINT W I) �- •B -� - -'."�. .� x749 OF LEFT COP -8,. <' II - l U ` °: W� 10 `- x905 — 55 _ CURB STATION3 +50.13 K �I Q .DATA n lt1l `t tr„l,v t.-t ,t• 2e� —rT ` x75- ♦1 , K',t�Jt`� z , Z W LLJ Q ' - ✓� EILINCAEP'. ,x76 !"„ s �� / GRA L V W W 3 �� �N. Tres ' x96_ ` EX a vB�vJnY x To T .rss SCALE I n _ �t ` z -' x 77:z -/ x 768 Daa K II z. x II R = 38.00 ; -tC %�• �`=' _l l :p O O ' �' w ,a WES Cotsr a II '- �' L = 59.88 ,ntt I) w i Q \moo Tg- - /'� o _ GROG6RY Co. F" o t' II ��l t,t`' . x77- - q I a �' - 38.19 'v 1 W775 &,.. m � �A� *'"e EF �w 11 ii = A O /'� ��; u /� TBM : TOP OF SOUTH FLANGE BOLT o z� LLQ \.p H o �� 3p 98 -i 1✓ xT9'- 2 08 V- ° H z Z .�� OF FIRE HYDRANT - L� oY 79 ,mot STA. I ZZ +68 LT MONTGOMERY mm x 78- � CURVE DATA , � AT t. -OCAL — Low p'i: i I EL EV. 197G.IG IE VARIES 3 / DaIVEwAY TO ICOO -CO WEST COAST r ,1 F< out! 0 a 0 W W W W V V C l W in , W > 00 O 0 O m W Z Z _,,,,1_1dACKS0N AVENUE 76786 S 89 30 W 1890.00 - 0 S89*32'30"W 612.69' 7.69-- 249.00 _176.00 - z -18 _9T Utility Easement 0 C: CD R 0 T C� ?S ? --.N 3EL2 45�LWV N38947'0 64.17 0 0 C 100 z A = 109 N8 '32'3 01 0 0 R = 25.00' 1 C51 00 0 0 T = 35.25 - 0 0 0 L = 47.70 0 C; ro 0 a W b 0 C'i N 32 1 E (Rl'-, 0 ti ;0 (D CD 0 z 0 125.00' 2 I INGRESS EGRESS �9 15 15 I" 174.35 0 Cn 30 q C� 10 C� Ln N89*3 425.00' 2'30"E 308.16' 16.84' ff) 01 92 feet Oa 61161 with the Westlin of the $W 114 of Secton he No uo vay lino "a -��CPIJNTY OF SPOKANE, I ik the Soqkane� -international Railroad; thence 6 80 0 26'13 E, 17�. 1.9 - f oat alon' N I g said, ortne 0 o-the, n is 92, bet 6 0119�sa or pi na Southwest . 1 4 of's4id action; thancoN 00 feet 6' - ne �Easvfine of t 0 thi d6y, of id East li t 6 Ih 0 ioht of way of Mo tqpmOry��Drive; thence jN,j126 _09 teettd'o 041i on the be Vice es 0 Soufha I y - r Swartow known to Pir id0ht Oanqspares orripany 41A - within, and-Jore' th an led 0 the �,94ffi WortherIV right - Moolgom 30,00 a uted - the', i i 1_�' , , now , G d py, line of , West of the East' line ot tba c 4; �ib :aq or�,_Drivp going ins , 0 arvin fnqponeq.� R. fi C\l Ile s4id:�SW 1 /4 to 't a and deed or the-,uses -an .pprpo 0 ra d f 0ence.,N.0 elei with the, ostline o ct f he'� ses DO f NW 04,2 -of, said NW1 141 tze 'to execute fn �a 1, 61) 1 /4 of 2 'thesqidjin tru ant �,aqthbr' d 0 $#6tiqn; thence N 00 W. 4 0 orpor 0 S 8?j 5 a point lying S 00 08'1 W E � 5.0 feet frorn:, the contedin i k A ation'' a Of ac, son, venue; thence S, SS - A 38.07 8.07 SEE DE1 IL '1:25,0 JeeVparall wit said'conteirine; thence N 00 t to the' SO' 16 0 4 h I OD$'l 6�'W, 2;Z9-,5 fe uth H/W jine 10, Avenue_;Ahen,�e 612 ve INVITNE E iny b and ti !-,-so 1\ .69 feet to. -a curva� donca I SS,� WH REOF, have hereunto set on;, to a xeo DETAIL Cn distanpe.of cyt radius ot 33 6�8 9 feet-, thence SouthWasorly, throt h U andle of' 3 9 above Written. 0 a centra LiNE 224.66 'fe t 1: a, beginning, of a compound, cu v I to the East h ot�, h rve conca a avin - a rodiuslof 25.00 feet; BUILDING SETBACK thence Southwest'and, Southeasterly o thru h a contral�angk y comrnission expires 50'-I ' 00 ' feel 0 no-a '41avihq,,a ra us� of I 0 f set to the, be ginning: of a reverse curve (;o ve t6 the outhwatf 6i 1.61' 26 r\) ly, ttohj4, the Northe rly - 416 of thence Southeast r aste R/W.,-Iino. venwivthrough'd ventral'on AS C Cap as then a:$ 3 "an arc distance of 334'94.'Jeat c 9 feet; ih6nce'S 88' 63 Found 1/2" Rebor with \_,�_Utility EasemenT N89*52'05'1 e�\ - 18 n I I , , . j - - 1 , , W_ Lj N the WI/4 corner sec. 9 \DRAINAGE )76.14 foetAo', the Ttue'-Point',of'*_l3o- Inning RPs 0) EASE ENI( d curb dr N 60OW, 31-19 x on south end of Tack a Tog in R P op N 85 W, 27.75 U ILDING 30 EXCEPT:Mont o'mary,'Driv South 1 35.71 SETBACK Rebor with red control cap S 45 W , 36.84 X on chainlink fence post Sit Uate'in Count a f Washington 7 :D y of,Spokane,,St to 0 I ��DRAINAGE i EASEMENT N89*,35'46"E �-Utili.iy Easerrrent �iiit - lot -shall beJisrthot,�s4bdiviidod forhp purpo pf,crdating se additional lots Ownerships or WAS14IN T N )SS (JD Easement with out -rpplat or alterinq.the final - binding. site plan, COUNV OF SPOKANE, CO - 0 Ck. , I CO .0 03 On:thl day 4Q Z and� 8' FUTURE 6C Cs S i6ed at the ti rni o' Idi )i no: Pero t* ACQUISITION of. fotd me 8' FUTURE ACQUISITION C; 9.0!3 I I N89*53'36*E BUILDI I SE N TBACK C) 0 4- 9 C�j BUILDING a) to Uj (D J�a 0) SETBAD 0 rr) M 0 0 0 UTILITY EASEMENT 0 t 71 I SEWER EASEMENT I 200.36 11 37 9B S89*50' C z e Cv PC, 0 0- 16 0 0 �0 Q rr) I (O CP_ E NE 0 00 1 0 z ('v r y 1W 0 y z I 0 (A BUILDING 0 SETBACK at CS Easem ent z Ln 5IIHNG - B I ACK CA v 0 00 I 00 23793- Nil 7*06 0 CY 0 0 U) Oil' r 20' UTILITY EASEMENT (A P 2 UTILITY QD C � 8EMENT to I 0 Utility Easement a) C) Ic2d 0) 255 (A .38- 25' UTILITY I EASEMENT 280 *2 I 120 SOUTH 70 LINE 779 - P I R G - - WA( I Al ide my concrete in monument Found copper wire in case as the SW corner Sec. 9 i� (y) - -I I ____ I R Ps S 30 W, 39.60 X a n north bolt of F. H. S 50 33.11 Tack in R P. post S 55 E , 77.74 X on chainlink fence :67, I2655.94' 38W S89*25', e in Found copper wire in c.1et 17 16 man. case as the S I/Irner of Sec. 9 R Ps -W, 45.90 X on ER of curb S65 X on center curb radi S 40- E, 39.12 N 50 E, 37.50 X on S. flange bolt of lI I. . . . . . . . . . . . . . . . . . . . . . . I III a i992 . ...... . . a of , W h . I known - to , be As stant, Vice io A ,rst Founcled1946 im utv 0 3 1992 Pson Engineers, Inc. 1 ENGINEERS & LAND SURVEYORS N 909 ARGONNE ROAD sl�bKANE, WA 99212 PH 926-1322 z d ,> HIGHWAY FEDERAL AID SHEET PLATE 1-SINGLE PLAN AND PROFILE- FULL LINE 'K'TELEDYNE PRINTED IN U.S.A. ____ - - " _-, _,__._____ ...... ------------ - ------ - - - ___- - - - ___ , , ______________,_,___,_____ __ _ . ..... .. - __ I I - - � .1 --- - ____ � - ______ _____ ___ ______ - ____ ____ - I 11 - ___________,___ - - - I - - ____ --l-111111-1111 -, , , . , . . . I . . . . , - � �,, I 1. I I I � 1. . I I I , , , . I I I . I � I I I �l . . � . . 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I I I - " I " ...... �_ i� . � I � I : I I ] , , , , � I I . I I � . . _*_ 1-11--_ I 7--_ I � I � I I . I . I I . � � . � ii, , . I � I I , ,�-� �"���-�".I�t,�� 71�,�"-�",�o�v-ek,�,,��.?I,qo,�ww�."�4,4�k.,�,,, I � i I I t .1 I . . I I . � � . * � OW,tl#lk v . � . � , ; , �,' 4 W!rA%-*��*-,�.*V.*,�,,,, , � I � � I I I � 11 I I % I I . ,� I � I :1 I - _1 I . I 1 1 I I I � !'' � i � , : . I � I � I I . � . I I I SPOI\ANL COUNI'Y AUDHOR ' � 1 ; � , � .� � , , , ,* I � . I � . I : I I I I . I I i , , � � . I I I I I 11 I � -, �,: I � " ,. 1 I � . � 1 I I .. � I I . I . I t I - I i '' I . I . , " I., � I " , I I . . I I I I I I - "� : . j . ., I ; I I � ' 11 I I I I I I . ' I � !, � I ��' ": � - , I . I � � I 1 � l 1 . I I I . I I FILE FOR RECORD THIS - DAY , , � � � I � I � I I . I I . t I - 11 : ''! � , I ,: 1 1 11 I I I . . 1 , ,,: � I I � � 1 1 I I . . �1) I . I ___M, IN: - - I ' I., 1, 1 �, % � I � � BOOK I I I I I � I � I . . I I I __ OF PLATS ON PACE ___. , , I 4 .'' � I I I � I . . . � SPOKANE COUNTY FINAL . I I � . l 11:1. I I . �11 I I I 1 , i 1.11 � � ,'', I ..; ,, � I � - EDICATION . . . I I I I I . I I 1 I 1 - , - 1. I ''. I . I �ll,� , � I I � . I I I Q.j�� _��-TRopoL ,IN of,t&� I I . I I . I . 1 I I I i I I � �. 'I, � I I I .1, � � . I -I- mfw 3 1�\�e pgac �.- __- ___ P - - - wmm ' I � I I I . I I I � . I .1 I "" . 1. ;'_ I __ - . I . � . . Y,MOLQ PfL --.--- � �1� - I I . " 1 � , _; 1, I - . 19NO sc__V\jfzjt\c.�s Co��& .�-Wprs�\%NStOW c_10ie-f ONID . " .�. 1 ':,� I I :.�. I �, I � ) � � � � I I . I I I 11'' 1.� 11 . . � .. i \J&r - ,se-5L MoQ BINDING SI I E PLA � .Mmwm . � COUNTY AUDITOR I - 1, , , , I . 1 -7 � � I � I � I ,� �.. b - . I . � . I I I I � � I I 1, 0 . I .- 1 1 .� .1 i I , 11 I � '6 P G-i� , 51"16 . PC-,Rs , Qrj h( C-A - I 10 , Ptl_rtG6l IN46 - _s , A lulD Is -IF-c-,vt . . I � �N 0. :3 3 192,'�. , I � I c- �- A I . I . 11.1 I - I � . . --- i I I I I I . '^0 N -I-- ' I I I � : I - I I I I . I I � : I I I .. _� S w ", I N "' * S ' b U� *A f" �4 5 0 �'A! ' � . 1, I � . . I I I I 1I � I � . I � , I 'F ALL THA CERTAIN PROPE E T� �E A � ` � .1 ,� I I 1. I I - I � I t I , ,t T ej,> f f3cTt, -3 I A J�N (S. R ef- r , tff�� K ,,, I I . _ � I 96-,N5 , : ' . �. I � I � I � I I � A SEWER SYSTEM WILL BE MADE AVAILABLE FOR THE BINDING SITE . * � 11 i I I � I I I � I , � I I , '. 11 I I � � SECTION 10, TOWNSHIP 25 NORTH, RANGE 4'. EAST OF THE WILLAMETTE ,�,,� -5 , ? '? , . � I I 1 1 . I I . I � i I . I I. . I 'I I I , � I I I I I I I I I . I I e f �AN, AND INDIVIDUAL SERVICE WILL BE PROVIDED TO EACH LOT PRIOR TO � I LOCATED IN THE SOLITHEAS'T. QUA I . I 11 I - I I '' I .� ; ,� 11 . I . I � '' . MERIDIAN, BEING DESCRIBED AS FOLLOWS: � I " _ _� - ', � I . � I � I , . I ; l .� �� I., . I . I 1.� - : I �� ,� C .C) ' , USE OF INDIVIDUAL ON-SITE SEWAGE DISPOSAL SYSTEMS SHALL NOT . I I � . � . 1� .�, I - : , . . � I .1, . , ,� I I . * I I � , , � , � F � . . . I I , �: �, I I � . . I - I � .. ! , I I . I I � I I I . .11 : I . . �, I 1: 4 � I I I I I . � I I I "'�_ I : 11 I �� � � I I . . . . I � - SECTION 10; � ,�> . ti,, . � '. � . I I 1 1 I I 11 I . I . I 1. .'', I :,. : I I I . I . � I BEGINNING AT THE SOUTHEAST CORNER OF 'z"-'%ID tl_ i,, ,,R�S 'P� bi� I AUTHORIZED. It . . .. � 'k f , I " 11 :1 , � I l i I : - �! I . . j I - . 11 I I . I I I I : I t� I I , '� I : ,� I I 11 I . . � I I I . , � I I I � I . 11 1 I I .. I I . . : I I THENCE SOUTH 87*03'56" 'WEST ALONG T , 'OUTH LINE OF SAID SOUTHEAST G� I _ SECTION 10, TOWNSHIP 25 NORT,F RANGE 45 1 . : . I HE S 11 � SE OF PRIVATE WELLS AND WAT ) I - EAST .W.M. . a � . I � I I I I I . I I I , , ER SYSTEMS IS PROHIBITED. . � 1, . . I I - 1 1 111. I , , I . � I QUARTER A DISTANCE OF 708.58 FEET� .; ' I 4 !"" , jv . � I 1 I : I . I I I :,_ � I I I - I � I I I I I . .1 . . I I I � I I , . � I I I � . � I ; . I I . . � 11 . � . I I � I , ,�. . I I I � . � I '� I . f� OWNER(S) OR SUCCESSOR(S) IN INTEREST AGREE TO AUTHORIZE THE SPOKANE CO I I 11 � I I � . �� I I I � I 1 I I I I - I THENCE NORTH 03*17',39" WEST A Di'STAiNQ ,E OF 60. � I I � I I . I � I I I I NORTHERLY MARGIN OF MISSION AVENU�` AND THE TRUE POINT OF BEGINNING; I UNTY W/�`\ S H I N G TO'N I 1. It . : I I � I .. . I I � � : � I . I I I I I 1 "77 , HEIR NAME ON A PETITION FOR THE FORMATION OF A � � I I . � I I . � I . �. I . I I I I I 1 .. THENCE NORTH 03*1 7'�39" WEST A DISTAN'CE OF - 988.99 FEET; , I , I I I . I I I � � 11 . . � � I I I . �1. I I I I � � I I . I . THENCE SOUTH 86*42'21 " WEST A DISTA,Nq - * j.R'OAD IMPROVEMENT DISTRICT (RID) BY THE PETITION METHOD PURSUANT TO I I I . . I ;1. � I I 1, I I I I I I . I I I I 1 � ,t I I I- . � . . I �E l_)F 274.94 FEET; 1�qHAPTER 36.88 RCW, WHICH PETITION INCLUDES THE OWNER(S) PROPERTY, . ''I . I I ,� . I 7 I . , � . . 11 I I � I I � I � I � � I I I I I I 11 . I I I . I I � � . ll� . I I THENCE SOUTH 59*53'21" WEST A DISTANCE 'l_.F 600.27 FEET; OBJECT, BY THE SIGNING OF A BALLOT, TO THE I - , I I I . � � . I I I � I . I � � 11 1 , 11 ' � i I � ,� I t I . �l I � THENCE NORTH 30*06'39" WEST A DISTANCE OF 157.54 FEET; I � I � 1 11 �. . 1, 1, � I F � I f I � . I . I f � I . I I I ,� !, I I . I I � � � . ORMATION OF AN RID BY THE RESOLUTION METHOD PURSUANT TO CHAPTER I I . COUNTY CON I . I � . I � I � I I I - . I I .1 I - � THENCE SOUTH 59'53'21" WEST A DISTAN' " F 250.00 FEET; lr 6.88 RCW, WHICH RESOLUTION INCLUDES THE OWNER(S) PROPERTY. IF AN RID . I 1 � . I I � �. I I I I , I y ': �l ' I . I � .1 I , 11 I � 1 I THENCE,SOUTH 30*06'39" EAST A DISTANCE (F 157.54 FEET, I I I IS FORMED BY EITHER THE PETITION OR RESOLUTION METHOD AS PROVIDED . EXAMINED AND APPR(."VED . . . I I �� I I . . - I I I . I 1 I � I .THENCE SOUTH 59*53'21". WEST'A DISTA - 11 ,� I .1, � I I I . I : I � I I I I I THIS DAY OF '. __�__ - . . I I . t _____ " �. 1993. , � � : I . " 1, I �11 i . I I I I NICE CF 390.55 FEET TO THE FOR IN CHAPTER 36.88 RCW, THE OWNER(S) OR SUCCESSOR(S) FURTHER' _ _...____, CHAIRMAN OF THE BOARD � ... . I I i � I 1 1 I . � � � I I 11 � 1, � I NORTHERLY MOST CORNER OF THAT PAR'CEL �'HOWN ON THE RECORD OF SURVEY . AGREE- � . � I I � . I I I I . I �, I I I I'll I I ;', .. � . � I � . . I � , , I I 11 OF COUNTY COMMISSIONERS � . �. : I I � I . I I t � I I t i l I I I I 1 � I I i I I I I �. 11 � RECORDED IN BOOK 22 OF SURVEYS, PAGE_ 4 IN THE SPOKANE COUNTY " I I �l I I I - . � . ; . I , ! � t", I I I I - � � 11 � . � - � I . - . I . ., . t I � I � I I I I I . I I . I I -BECINNING OF A NON-TANGENT I -1 . I . � I . I . I 11 I � l . �11 I I � I AUDITOR'S OFFICE, SAID POINT BEING THE i `_X) THAT THE IMPROVEMENT(S) OR CONSTRUCTION CONTEMPLATED WITHIN" THE � � . � I . � 1, I I I , . I � � I I i �,.: CURVE CONCAVE TO THE NORTHEAST (THE'RA)IUS POINT OF WHICH.BEARS . . I I � 4 I I I : I I . , � 11 - . I I � I . , 1. � . I "I I I . I . jPROPOSED RID IS FEASIBLE; � I I I .1 I I . I I '' . � NOR I . �, . I -1 .�l I 11 ., I . 1:� 1 . "I I � I . I.. I TH 29*43'15" EAST A �DISTANCE 'OF 60.00 FEET); "I'llil � I : � � . : I 6 I :, I e . � � � I I I I j - � I . .1 . I" I I I 1 � I I . I I I � , " : I I 1, I I . 11 I � � . I � I I " . K : � . . I � . 1 I I I , i I . I I I I � � - I Il ',- BOUNDARY OF SAID PARCEL THE. � THAT THE BENEFITS TO BE DERIVED FROM THE FORMATION OF THE RID BY I � I I . h f� 11 I : I I 1- THENCE EASTERLY AND SOUTHERLY ALONG TH- . � I . I I . � I � I - I � � . . , "I, � I . I , � I . . 1, ., I � I s . � I 1 !I FOLLOWING FOUR, (4) COURSES; I 11 I . I I I I I I I I - I I . . - � I I I I 11. . I . � � I : :, I 1 t : I � �. JHE PROPERTY INCLUDED THEREIN, TOGETHER WITH THE AMOUNT OF ANY " I I I.. I ". . . I I I . . ,.! I , i : I . I : , : � I � , . . I . I I . � I . � . I I. . 1) SOUTHEASTERLY ALONG SAID CURVE TH 'i �i�� , I I . I., I I . � I 1 I � I ROUGH A CENTRAL ANGLE OF � I 1. � � � . . I I .-I .1 I � I I . I I I I I � 1� * .: I t I 1. � I., I I I . I �. - �QOUNTY PARTICIPATION, EXCEED THE COST AND EXPENSE ' OF FORMATION OF I COUNTY PLA'NNING D � . i 1 1 I � , I � � 21*15'27" AN ARC DISTANCE OF 18.55 FEET 1(� THE BEGINNING OF A . THE RID; AND I I I � I I � . I I I . . I I I I I � ,� I I I I .1 I �. I . � �, . I . � I I I � ,� 11 ll_�. � I I I ," I � 1. I :.: � I 1 I I , 1 .11 I . � ES HAVING A RADIUS OF * 20.00 1, . . I - . - � � � . . i � I I I I : � I � . EXAMINED AND APPROVED � � I I : 11 I . ,, 11 I I I I I : 7 Y, � I I ,� I I I " I _: � FEET; 1, �%' I -_ I . � � � I I I I _�. I A I I I :t I I � . THIS - . I � : . ''I I I 1, . I . I � . . I . � . � . � --.--------DAY OF-- ,___.________, 19 1 --61- 11 : , � I I I I 1- I ll�., I � I . � TY WITHIN THE PROPOSED RID IS SUFFICIENTLY 1 9 1 � � SPOKANE COUNTY PLANNING RECTOR . I I I I I � ,z SAID CURVE THROL,"H CENTRAL ANGLE OF " "�VELOPED. I . I I . I �. I I I I . i I . I I . I -1 . I I . I . I I I I I . I .1 , � I � I I I . t I I I . . . I I � � I , . I . � I �� � I - I I � I I I I I I � I . 1 38'10'56" AN ARC DISTANCE OF 13.33 FEET T(.7 THE BEGINNING OF A � ,,,, � ii 1� � � I I .1 � . 1 I I I I I , , i I , . , ' c � I I . : :, �. I � I . I . . " I I � I ,� I I 11 � I ! I , � RAST lHAVING A RADIUS OF 218.89 '. I � I I � I I � t�",!,�%l I '. � I I I � � - i I I I PROVIDED FURTHER - THAT THE OWNER(S) OR SUCCESSOR(S) SHALL RETAIN THE � I I i I I 11 �. . I 1. ' , � . . . I . � I I I "''. , : � � � . � I : . I I FEET; I I I I � � I 11 . - l I I I . . I 1 . � : I I � - I I ', 11 I I E . I I R i � T, AS AUTHORIZED UNDER RCW 36.88.090, TO OBJECT TO ANY . - .1 m� � . I . .11, I I I . I � I ; � , , I 1 3) SOUTHEASTERLY ALONG SAID CURVE THROU 3 H A CENTRAL ANGLE OF I I I I . I I I I : . . I . I 11 �� /A8SESSMENT(S) ON THE PROPERTY AS A RESULT OF THE. IMPROVEMENTS � . I � 1- I " I I I . � - I I � t � � . I . . � I . - ,� I � . �l f � I I I I __ "'d` I I I i I ! . " A POINT THROUGH WHICH `�'� � . I .1 I . I � I I 1 27'23`09" AN ARC DISTANCE OF 104.62 ,FEET ID .� I I I I . . I 1 -,$, f �LLED FOR IN CONJUNCTION WITH THE FORMATION OF AN RID BE EITHER . . � . I I � . I I . � , , . !, I 1.�. . ' �JEASi . � I . . I I 1. I i '159 � I I I I . I � .1 I � 1� . � � . A RADIAL LINE BEARS NORTH 19 '�"`J OR RESOLUTION METHOD UNDER CHAPTER 36.88 RCW, AND TO , I I . . � I � I ( rl I ( " , �!2� I I I i I I 1 4) sbUTH� 02*56'04- EAST A DI! 4C OF , ,")2 FEET TO SAID NORTHERLY .1 6;,�, I � . I I I 1. I I I I I I :�� : �.,� � - , - -, � I '_ - I . ". . I i I . t I I I � I . I I � I I , � I _ i i, I " MAPPEAL TO THE SUPERIOR COURT THE DECISION OF THE BOARD OF COUNTY � I I I I . I I I., �, 'L !.�� I � I I . I zlTi ' I "I . , . ,t I � I I . . � I � . I , I ' I - . I � I I I I _ER � � . I � I � I �:'' �_: . �' 11 " E I , I I i" I ; c' . 11 i I . � I � I MARGIN OF, MISSION AVENUE; " I I . _ :;, AFFIRMING THE FINAL ASSESSMENT ROLL. � I � COUNTY ENG1111- I 1 1 .. � I i . I , � I I �. I I , 'THERLY ,MARGIN A DISTANCE I I 1 0" 0 . I . . I I 11 I . I � I 11 � , , I .1 1 ,j � ., I 11 I � THENCE NORTH 87*03'56",EAST ALONG SAID. N �'! R �,�) � I I I . I . I I ,,�,, I I , 1 . $ " I I I I I I I I � I I t � � i . � - I : . I � I I ., : , I I . t 1: � .1 � , I I I I . . I �, " I . � EXAMINED AND APPROVED . I I I .� ,�. I I i t I , I I �� `�,Q�j I I L I .1 . I � I �. I I � 1, � I OF 1272.66 FEET TO THE - i, I � . � I � I . � I ,,� " �: 1 , 11 . I I . , �.NING OF, THIS' LEGAL , , 7 . � � . I � . 1� . I � � I I I I � " I I I . . ,, .IT IS FURTHER AGREED THAT AS SUCH TIME AS AN RID IS CREATED OR ANY . THIS . � __,__ , _. , . �l I .1 . I . I I 1. � �. 1, , I I I t I I �i.11ll'�� III I _____ 11 I 111 I I .. � i�" 1. � " ;,"', , , I . . I . DESCRIP I I . . -� I I -,-------DAY OF _.1l_..11._._.l_ I , 1993., - � " 'COUNTY ENGINEER I I � I I �, � I -A � I I I I." , C.: I �, j . I . I I , , �, , r ,�� ; I . I - , I - , , . : I � . 4 , � . ,, I 1. I I I . . � � I'G �., 4 9 0 � I �,,ROAD IMPROVEMENT PROJECT IS SANCTIONED BY SPOKANE COUNTY, THE ' I I . I � I I � I : , I I , " . 1, I � � I I � I � I . � I I I - . , 11 . � I . I I I 1 I � I I . I I I I � :� I � I., I I I., 1, I I I . ; I I ' . 1 REQUIRED (CURB, SIDEWALK, DRAINAGE CONTROIL AND PAVING) I . I � I I .', . I � I I 1, I I , o .1 I t I.. , I I I I I � . � - . " � 1. I I I I I I . . � : I I . I . I I I 1 ; , I I . � , EXCEPT THAT PORTION OF SAID SOUTHEAST QL'i'�';RTER OF SECTION 10 I . I .., I I . . I . I I I � I I I I I , I . I I I ( '1 1" t , "' I L IJ� I I I � . ::,. '_ : I .1, I . , � I I I J - � : I I W �� BE AT THE SOLE EXPENSE OF THE UNDERSIGNED OWNER(S), THEIR I I � 1. I i l I I I 1 1 I . .. I 1 1 11 11 I . . I I t ,:�� � I � �L �. I �. I �! I � I 1 . z � - .� i - � ,4 I I I I . ''. � t. � I I . . `0,' GRANTEES AND ASSIGNS WITHOUT PARTICIPATION BY SPOKANE � I 1. � " I I . ..� I I. . ,� I I . I I I I I I I I I l t I I I I . � DESCRIBED AS FOLLOWS: ' I � I I . I I . . I . I � I I �51 1, �:- "', , ,:� �, �7 . I I I I . BEGINNING AT THE SOUTH QUARTER CORNER OF SAID SECTION 10, FROM I � I . . I I .1, I �, I- I , , . I �. � �. I I � .1 I . I . i, I ] � - , - I I I I t I I , , I I - � I � I COUNTY I I .. I : . I I I �'ll * �_ ,-, � 1� "': '' . - � . � � . � I 1. 11 . I , I I .1 . . I � I I 11 11 ! . I I I , 1. : I ,. .: 11 , I 1 � I � . I :: � 1 I �11� i , , �, . I I - . I I I - I � . � .. � I �., 1� I �,, I I I ,� "" I 1 � � I I � � " I I I I 11 � I - 11. , - 111. ,-, � P .. � I . i I .1 ,; I �� . I I I 11 I I I WHICH THE SOUTHEAST CORNER OF SAID SEC"ION BEARS NORTH 87'03'56" P " . I . ' 'I � .-. _1 I I 1�1, � . - �.lj I , : ., � I ' I, . I 1 1 � ,�': � �, , , I I . . � � I I I . ' -1 I I .. 1 I "I � � � I r � , - "I I _1 . , I I � � 11 I I � I I '' ,; , , � I I I I : � I j I . 11 I I I . I 1 . . I � I , I " � � "., , : '': _��,:� "'' ,; , . � .'. ! , , . I I I I I � I .11 I ,'l t, �� I - I I I I �� , � I 1. I I � I � 11, I .. I - I I � , I � I 1 , I EAST; I . i RID WAIVER CONTAINED IN THE AGREEMENT SHALL EXPIRE AFTER TEN I � I 1� .1 � I I ,� . I - I I I ,. I I . T4 I :�, I . I 11 , t . , .. . I I I r . "� I I I ; �. � � �; ., � I , I THENCE NORTH 3b*56'04" WEST, 33.97 FEET tO THE NORTHERLY MARGIN (j ) YEARS FROM THE DATE OF EXECU BELOW. HOWEVER, THE OWNER(S) ' 1.1� I I I :, 11 . � 1 . � , _ � _ , , I I � I I 1 . I I I 1: I , I I 1. , i � I I 11 I I . I ,� � . � I � , : 1 : , � I:- - �l 11 I I � � 1 . � . , � I., I � � �l I I . - I . , : _ � . I I 11 . � I I . � I .�'. .. .... I �. - 1, I I I ". 1 1 I I . I I , I I I I . . � 1 , ol � 1 1 I ! �,� - :, � �� �� 1 1 � , I � OF AVENUE; ' � I . . 0 SUCCESSOR(S) AGREE T IF SAID RID WAIVER EXPIRES WITHOUT � � I I 1 . 1 . 1 11 I I . . '�, I -11, I ; - I . I I . � I 'R � I I I . � I F I I .1 � . I :., ;t I . � �: ' 1� �.l � � 1 I I THENCE,NORTH 87*03'56" EAST ALONG SAID - ')ORTHERLY MARGIN A 1� '' - .1 - � � .11 1 . I I ,� I I I � I : � � I , . I f I . ' . . I � I 11. , '' 1 I 11 1. I'll I I I � � :1 I �� � 11 I I - I I I " - I I TV E.N T _ � ,; ,� I I . I . 1, I I : i _h: I I I DISTANCE OF 678.22 FEET TO A POINT, SAID 'I'DOINT BEING TiHE . � I - '' , , . I i � ::_� � , I 11 11 I �% I - CONSTRUCTION OF THE REQUIRED IMPROVEMENTS, THE OWNER(S) OR COUNTY UTILITY D � *A . f I , - I . I ll �t,A�R.� .. I I ,",`,� , �� , � "'�:,� "',% I.,.. -. "�.� I - ,�. I I I I , .11 �� � , , I I � I I - . � � _11,��". I I I 11 I I . . �. . ,, � I t I � , .,� � , - , � t " � . 11 __ I 1, , I , . _�_,_', - I.' I -� I I ' : . � PPROVED' I . _ 4 , , I;, , , I I I I . I , - , ,'' , �� , '' - , "'. *�.�,-,,r��;,; . : _, , �, � I I I '' , , I I _RCEL "SHOW'�' ON THE RECOR 1 I �l , ", � " .. , , " , t;,�� I � , I SQCCESSOR(S) AGREE TO CONSTRUCT THE REQUIRED IMPROVEMENTS AT THEIR I EXAMINED AND A I - � It 1 � 11 � I � I � I , I � . I SOUTHEAST CORNER .OF THAT PA I �l , ., , . . ; 1, 4 . �l '' � . , � I . I I I _ __i,._",�4_1-11.__�l � - - _ , :r ,I � _1 I '' � :� ,, . "� :�� 7 , :: � , I " _,,,� �,� '�;��'--_"""' , ll� . I I , , �, , .1 , , z - l\ I , i I .�� I I OWN EXPENSE, PAY TO SPOKANE COUNTY THE THEN ESTIMATEID .COST. OF THE , � THIS � 11 � bb �l ll�_ 'I�������.�.��,.i,Vi,-,-�,�,�"---�- - , , ,l _�,% � , ��,,,, ,*�� �,� ", ;�,�. ,4L' � 1. � I ; "I '' h 1 ,,, ,�, �,� , I . I I - I I 1 1 ,, -,--.DAY OF '. 1: , - �, i ' - j� - ,' " �* r z 11" I , . 11 I �-_�� , "�i - � � I � .1. . , " , ". � .. - TO' - I - �� �t . - - S DIRE I t , �_ :, �, _�'�' , - ,." i l 11 I I I I 11 RECORDED IN BOOK 22 OF SURVEYS, PACE - -It' ' � I � : REQUIRED IMPROVEMENTS TO ENABLE THE COUNTY TO t COMPLETE T`Ht -SA,m I � � �_ , '' C NTY U TI L! , !,'.:- E-C m . _ : - - � I THENCE NORTH 02*56'04" WEST ALONG THE PAS -�,- I . . I - E., OR . I I I I I � I I I I : � � I � _. TERLY BOUNDARY OF SAID I I - ' ' 11 � , , 1 � � 1 . .1 I �'': � 1. , " I I 1 I I I I I � I , RNISH A BOND OR OTHER SECURE SUITABLE, TO�""r �,ljl, 'COON T� (V,`,HICH� �, - I I L I . I I I It!_ I ; H_ � � 1 1- t I I I 11 I 1 1 I I i I I I � I 11, I . 11 I � 7 -1 I :11 I '. t I . I I I . I I - " - V\ �, U I I IN r_ . R ,,�� I- F , , E 1, 1 , r �-j l � � - - I I . . I � I � PARCEL, A DISTANCE OF 376.22 FEET TO AN_ANGLE�.--POINT IN THE MAY !N11CLUDE THE EXEC' 71 0" OF ANOTriER RID WAIVER ` R--,__,;!� 't 1. � � I . I I . � I I � I � I - I I . I j i I � I �l ! .� -1 -1 . I I I " � 11 I I I . BOUNDARY OF SAID PARCEL AND THE TRUE 'c`,'!i4T OF. BEGINNING OF THIS 'P . I I 1 1. I I I � I 11_1�-�dL4.0,;; � .� ,e : I , I I I I . ,,,ROVIDING FOR OR SECURING TO THE COUNTY THE ACT � CTION OF I I I . 1 . I � I . I I TION; 1� I I U. A L C 0, N S T R'U � I i I I I I I I I I DESCRIP I I � I I I � I I � .1 I . . I I "THE IMPROVEMENTS. . 1 �l . ,� . I I . .1 � . 0 . " I � 1, ,�I� . , ,� I . �, . - I I � I �, � THENCE CONTINUING NORTH 02*56'04" WEST, 1.60 FEET; I �l -_ 11 , -: , I � I I : I I ''I . � t . � I . I I 11, I � . � I I 11 'I',, I I � ,,�,� I � I � . � . I � , : I i : I � � . � I I . I I I I I I " . I � , I . - 11 I � 11 I . I I ,� � I THENCE NORTH 69'35'51" WEST, 20.25 FEET,,_�O A POINT ON THE I . ALL OF THE REQUIREMENTS OF THIS AGREEMENT SHALL RUN WITH,THE LAND I � I . I . � I � I I � � � , . � ''I I - � I I . . � 1 NORTHEASTERLY , BOUNDARY 'OF� SAID PA`RCEL, SAID POINT BEING THE . . I � I . I I . I � I I I . I � I 1, I I I I . I . AND SHALL BE BINDING UPON THE OWNER(S), THEIR SUCCESSOR(S) OR I I I I . I ll� I �l . 11 , � I I � I I BEGINNING OF A NON-TANGENT CURVE P TO THE NORTHEAST, THE I I , - I ''. I . I � I � , I I . ' ' ASI��GN(S). I I I : I t I . 1 .3 1 . I I . . � I . I . I I RADIUS � OF, WHICH BEARS NORTH 24*37'W��IST A DISTANCE OF 218 89 1 . . 1 � I I I I � I I I ': : . " � I �* 1". . � . I . I EXAMINED AND I I I I . I I I I 1:!5- � . , � ., . It, I ,, I . �, � � I . I 1. � . � . . 1. 1 1. I I I I I I ,t I , t FEET; , .,; � . . � I I . . , , , I 1 . � . . I I . I : 1 -I--.-- 11 � I I � I I I I 11 . .1 � . I I I � i . 11, . I , ... I � ' � I I I I . TH I S ---,.----- D A Y OF 1993. P T ESSOR,' , , " . I I � " I I . . I I I I I . I � I I THENCE EASTERLY ALONG SAID CURVE THROU" H A CENTRAL ANGLE OF � I . . "I" � I 1. 1� ', I I ', . I I � I . 1 17 - . I I I I I � I - 1 I I I' ll i � � � . . I I , I : I I I , � I � 1 . I I � . .1 I 1 5*21'58" AWARC DISTANCE OF 20.50 FEET TO THE TRUE POINT OF I I . I . . . I � . 1. I I .. t :,:. I 1 1 " �l � I I t , 11 I I I � I . I . I . : I � I I � I I � 1 1 I I � � I 11 I I � .1 � � I I BEGINNING; . I I I 1 I I ,� � � . . I . I I I � I �, � . I .. I I I I . . I . . . . . I . . . .1 .1 . .. , . I I �.: !, �,:� : � . . I � I . I . I �� . '� � i . . .� . . _. 1 - I I � . : I I I I'l � I 1. I I . I I � . \. r� 1 � . . I . _ i , . I I I � � I I : 11 � I . I . I I.: , , : � �l I . I ' 'I 1: . IN WITNESS WHEREOF, THE UNDERSIGNED HAS CAUSED THE SAME TO BE EXECUTED I I I . I 1 . 1 I .�,�, .,� I I .1 "I I I I ''. � 1 AND EXCEPT THAT PORTION OF SAID SOU,THEASTQUARTER OF.SECTION 10 I I I . I � 4, I .. � . I I � .� I DESCRIBED AS FOLLOWS: 1. . _. THIS DAY OF , 1993. 1 � � I I I � . 1. I : I I I t . -_ I � .. I 11 I "I � � , , I'' 1� - - I � I � 1. I I : I , . I . .1 : ,. I I - I I . I I . � I I I I � � I - I I I BEGINNING AT THE SOUTHEAST CORNER OF S/0 SECTION 10; � I METROPOLITAN MORT . . . . I I .1 . �', 1 � I ._. � . I . I SECURITIES CO., INC. . I I , I z I � I " I i I I . I . THENCE SOUTH 87*03'56" WEST ALONG THE -,S"'�UTH LINE OF SAID I . . � I , �� I 1 1 . 1 I I I I I �," �' : 1 1 � I I .1 , . � I I I , I I ,� 1, 1. .. I � � I .1 I . . I � I I � I I I . 1 1 I I 11 I , * ; , ''I �l I . I SOUTHEAST QUARTER A DISTANCE OF 708.58 �FEET; I � COUNTY HEALTH DISTRICT I I . I I I � I � 1 I I I . . BY - BY I I .5 � . I I � I � I �lt� "''. I- 1� � . I 1. I � I THENCE NORTH 03*17'39" WESTA DISTANCE OF' 60.00 FEET TO THE . � _____________ - --- ______ 1 1 I . � �.. I I I . , � � 1, � I I . I I I I EXAMINED AND APPROVED � I I . I I , . _. � , I ''I I - � :1- � 1 I � . . I � I - I � b J , . NORTHERLY MARGIN OF MISSION AVENUE; I I I I � , I � .��l � 1'4 �: " , ;. , . � I I I PRESIDENT I SEC./TREASURER I . DAY OF , , 1993. I , I I . I ": I , I I I I . THIS . " I , , I � THENCE'SOUTH 87*03'56" WEST ALONG . I __________ --- - � ____ I I I 1.� . .. � �; , ,- _1 1 � SAID NORTHERLY MARGIN A I �l � I I 1 1 ''I I I I I I I I 1 �, I 11 1 1 I'' ,� � . . � I .. I . . . I I I I I I ; t �, � I I I � . � I DISTANCE OF 205.00 FEET� THE TRUE POINt Of BEGINNING; I I I . � � . 'i , ,� " I � I .� I., I " I � 1 . I . . I I., I I � �! � '' I � " I . . . � 1 . 1 � 11 � � .11 : I I :. I t I I I I . � I _� � I THENCE CONTINUING ALONG SAID NORTHERLY,MARGIN A DISTANCE OF I I . I I . I .1, , , - , I � I I I � I 11 I I I � � I I � I � . I I . i . . I I I i � I I I , . I � � I . . I I I I I I 1, I I I i I �l I 11 I � 405.00 FEET TO THE BEGINNING OF V T I I c I t I 1 ., I �l I � � I I I ''I , � , I I I I I I I I I I ,.. . I � I � �, �l �,�,, '. I . I i �� Aop-p-ls ,� 2- 1 1 1: 11 11:. 1 "! I I � 1 I ': I . I � HAVING A'RADIUS OF 20.00 FEET; 1; . � . 1. I . 1, � I I I I I 11 . I 1 � I , I . . I �� 36-S Lly N I I . 11 -1 I t� I I I I � I � � I I I 11 - I i I � I I - I � I I � I � I . I �� I I ,�� � I ,� I , ,�., I I I 11 11- THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CE E OF _1�11 I_- I . � , i I I I � I., I . NTRAL ANCL . I I . I I I I I I � I : i . � , I � � , I I '' I I I I I � I I r. � . ,�il , I � �" , , : � � , I � I I 90'00'00" AN ARC DISTANCE OF 31.42 FEET; ,�: 4�_ cep---y%�c',k, 6 � vi 5 � 1 . I I : I . . I I t . , I :�� , ;, � I �� � I I I I ; " 1 I � ; ! . . I 11 1 1 I I pr s & -�kc k k9- I �bz I I I I , I . . tir, - I I I z z � 1 1 1 , 11 I I 1 I . � I I . I . THENCE NORTH 02*56'04" WEST A DISTANCE OF 240.00 FEET; . . - � I I ". . � � , I I , _ � I I I � ": ��l . � � I I I _� COUNTY TREASURER I ' 1, : I 1. I 1 11 1 � ,,, *;�, , '� , I " � . , '', . I . THENCE NORTH 87*03'56" EAST A DISTANCE..OF 425.00 FEET; . � . � , PC-,C"V cl� I -01:�) - I . .., � I., . : . I . I I . I ,. I . � I "" I � I I 1.� lb I � I . . i I I . 1.11 � 1 : � . I I I THENCE SOUTH 02*56'04" EAST A -DISTANCE, OF.260.00 FEET TO THE TRUE .1 ACKNOWLEDGEMEENT I HEREBY CERTIFY THAT ALL ' I I ,, � , � I . � ll� I I I 1� I .� I � I . I 1. I . 1� " � : � I . I 1. I ' I I . � - I � � I �,� �, � : I �11 . . =________________ - - -- - - ____�_ ______ DELINQUENT ASSESSMENTS FOR WHICH I I . :�; I I I .1 I I I � I , 1, � I I : I I 1 . I ! . � , ,! I POINT OF BEGINNING; 1 I I I . . _____ -- . . I I . �� . I -� I . I ,, , I . I I ' . � .1 11 1 1 I �., : . . � I � I I I ;I: I 1. . I ' 1, I . THE PROPERTY INCLUDED WITHh'4 . I " I 11 I:, , , Ill I 1 . I .1 I I I I I I I " I i I w . I I I � I . � . . � I � 11 I � : T '� I . . I ;, I � I f I - I : i .: I ;'I I . ;., I � I i . VEDfcHtE; P,ic I I 1�: �, I 1. I I 1 ��.- a -W' I . I I . I � L 11 . : I � I 11 ''I �, � I .1 �, �, I I : : � .� I i I . I - � I'll , I . . I I I . - SITUATE IN THE COUNTY OF SPOKAN7, STATE.OF, WASHINGTON. 1 . THIS SUBDIVISION MAY BE . . � ' 111 . .11 I � i I I . I 11. � . I I . ., . � I I ': I , . I , . 1�, il - . t �., � � ,., , � I � I I , I �, ,� _� , , , . . . . . . . I : I . I I I I I � : , I I . I : � I � LIABLE HAVE BEEN DULY P,MD: , � I I I � . I , . I I t I . I . . � � I , � , '. I I I . . t ____ ____., 1, , , � ; � . I I I I , I � I - I I -_ � I ,, I I : , 1 �111 ' - i � . I I L: . . N � q I � 'S . I I I I 1 I I I I I I I I 11 , � I 1� I I LOT SHALL BE FURTHER SUBDIVIDED F CREATING � STATE OF WASHINGTON ) SATISFIED, OR DISCHARGE-a,/A I I 11 . I I I I I 11 l � I I � � . I . 11 � � , Y TREASURER, � I I I I . .11 � . � I I 111 I I - � � I � TIONAL LOTS, OWNERSHIPS OR LEASED PARCELS WIT COUNTY OF SPOKANE __ , I . � 11 � , 1 ,- E - I I I :� . I � -,.., DAY OF BY DEPUTY I .. I I I z I I � I � . ,� � iHOUT FIRST FILING ) ss. OF THIS - -_ --l.-I 1993. 1 - I I I , � � I 1- ... � I: , � 1: , � I � I I I : � ��, , " I I t I . . 11 I I I I I I � �� OR ALTERING THE FINAL BINDING SITE,,.l':'LAN. . I � I . I 1�� , , ,,, . t I I , . I I � : 1, , I � I . I I I I I � 1 _ I ; � . ; . . I I 1 , � � , � � I � I I � I It, I I . . I `i` � � I I � � .: , � I ! I I ) I I . . � . � I I � i � . I � I ' . I � � . � - - I � I I � � . I �; 1 " . I ,� I . I , I. I . I I I SlOt YARD AND REAR YARD SETBACKS ON THIS . -DAY OF I � . . .1 I I I I - I 1. . I � . I., I ''I . � I'll "' I . . I :� . . SHALL, SE� DE 71RMINED AT THE TIME . -''--'- ___-, 1993, BEFORE ME, THE UNDERSIGNED, � � I I 111. I I 1 1 I I . �. _ I : . I . I I � . � I I I I I I I 1: . � � I : I � 1 1 .: �:.: I I I I 11 40�iLDING PERMITS ARE REQUESTED. THE SETBACKS INDICATED IN THIS I A NOTARY.PUBLIC IN AND FOR THE STATE OF WASHINGTON, DULY COMMISSIONED AND . I I ! I I I � I �. � I . i I . , ,: . � t I � I . . � :.� . I I I I I - . ,o : I �� � I � I I I SbbI)IVISION �MAY BE VARIED FROM IF PROPER ,ZONIING OR VARIANCE SWORN, PERSONALLY APPEARED C. PAUL SANDIFUR JR. AND REUEL SWANSON TO ME I � I , , . 1. . I : I I � 1 1 . . I , I I ,� , I � . .: . : . I I : 11 � 1 11 I � i I t I , � I � 1 1 � I AO', , � � I KNOWN TO BE THE PRESIDENT AND SECRETARY/TREASURER OF METROPOLITAN MORTGAGE 11 I SURVEYOR'S CERTIFICATE " �, I I j I I 1 1 PROVALS ARE OBTAINED.' 11 i 11 I I q I I I I . I �st W I : . I I I I : " I . I I I � I I : � . � I � I VY � " - I . 1 . 1 � I I . AND SECURITIES CO.,INC., THE CORPORATION THAT4 I . I . :.11 t� . I 1". 1. � I I I . � "�� , ,,XECUTED, THE FOREGOING INSTRUMENT, THIS t,lAP CORRECTL MADE .1 . 1. I � I � 11 . I I � I � , ' ' I � I I I I . I I . I . ,�: �, � , � � I � 11; I I- I 'I'll ".1 r � :! I �. ,,, '' � I I T)IE PUBLIC WATER` SYSTEM, PURSUANT THE INA I TER PLAN APPROVED BY COUNTY . AND ACKNOWLEDGED THE SAID INSTRUMENT TO B�l REE AND I VOLUNTARY ACT DEED , � ulthvwf I . . : � I I I � � . � BY ME OR UNDER MY DIRECTION IN CONFORMANCE . I � 1 1 I I I � : � 1. � . I : I - I . : � I I ': 1, I I � 1� I I I I . I I " " . OF SAID CORPORATION, FOR THE USES AND PURPOSES THEREIN MENTIONED, AND TO , , WITH THE REQUIREMENTS OF THE SPOKANE COUNTY � - . :: 1. I I .� � :, '' _� , �,� I � I . . 11 I 1 I . I . . I I I I I I t�, , �ND'STATE,'HEALTH AUTHORITIES THE LOCAL. FIRE DISTRICT, COUNTY : ., '0 . 11 I I � : 11 I—, I "I � 1 � 1. I I I ,� . I I , I I . I I I I I . I , , , ". I . I ' ' . I 1 � MAR 41993 " I I I , 1, 1, I I 1 I I I I I I . OATH STATED THAT THEY I � - � .;� I I 1 I I I I I , , li � I .. .� : a I . I I , .1 I I , I R PURVEYOR, NLL BE INSTALLED 1 1 I SUBDIVISION ORDINANCE. 1993. . . I I s � � , ,. I I �. . I I tBUILDING & SAFETY DEPARTMENT, AND WATE, I ,ARE AUTHORIZED TO EXECUTE.THE SAID INSTRUMENT. I . I I � � 1 , , I - . . 11 ''I.- � � - "I . � -.--,-.---. I I . I I I I I I : � 1 1 . , I 1: �t, I � I . 1 I I I . � I 'A - HIS BINDING SITE PLAN, AND. THE I I . WITNESS MY HAND AND OFFICIAL SEAL HERETO AFFIXED THE DAY AND YEAR FIRST � I I I 11 � � I � I 11 . I 1 , � � i I I t,iWITHIN'l I I I � I I . .. .1,1� " I I : �,;� � , . . 11 I I I I I I I SUBDIVIDER/SPONSOR WILL . I I . . - ,� � I � I 11. I I I �l 'i I _ 11 . 1 I . ��, � � .1 ABOVE WRITTEN. . . I I I . I . I I I tom Twaseft �. I 1. I . � I � - I . I I I . 1 1, " � ROVIDE FOR INDIVIDUAL DOMESTIC WATER SERVICE AS WELL AS FIRE - I I , � I . . I � , . . I I I ,� � z T I'l . 1. � I � E , � . � I I . � I I � I I I . . � . I . I I � I � I � ' - n ON TO EACH LOT PRIOR- TO SALE OF EACH LOT AND PRIOR TO I I � � I . 11 : , 1 1 � I ''I � I �l 1� , - I'll I I . . I I � I � RoTEc - � � . I I I � , . i . I I I I SUANCE OF A BUILDING PERMIT FOR EACH LOT, " I I � I . . I 1 . I :�l I ,� I I I � .. . I I � ; .1 11 1 I i - I _t I I ---,. , , ____ � I � � . . . �. * , I I � . � I I I � I � �� I I . , I , . 1. . � I � . I . I I I . �.�'. I I . I . I � I, � , I � I'll I I 1 ! I . I . I _____ ------- 1 � ... .__ _____ I . PA�7,�RICK J. MOORE 18091 I . I � 1. � I � . I I I I I . . . , 11 . I � � I � I I , " ", lr' I I , ,,: , � ' � : _ l :t ''I . ll� � i I I I . . 1. - C -� ptt� I I I NOTARY PUBLIC IN AND FOR I . PRO'ESSIONAL LAND SURVEYOR !" 1 Or :.: I � I I OP A 1 �j r_<'_� �'""r 'T e 7�N I T 1w , P--RP,(lVAG 6, . 1 . : � . I I : I . . . I I 11 I I I 1, 1. I I � I I . I I , I � I I I I I I � I � . THE STATE OF WASHINGTON . . . I I L I � � _'� , , , 111.11 I I I � I I I I I I I I I I I �, . . I 1, - � . .1, � I . . I I � � I I ; � � I I . . I I I �J" _ . , L� . I . .1 1 I RESIDING AT SPOKANE. I I INLAND PACIFIC ENGINEERING - I ,� w . : I I I I , . � I I . 1, I , 1, � . .R'' V=LIM ''. I 1. 111 11" � I I 1, , 1:1_1 , I I i - , "'', ''I � - I , I . . I 11 I . I � P INARY, I I - I ,, _1 i . I I � . I I I :.., �. . I..; I ''I I �: . I 11 � '. � �. I I �,�:ljt, 1 1 � I , . I 1. My COMMISSION EXPIRES- . I I I - ! : ., lil ,. � .. I 1 I , I I I " 1. I I I . I I I- . � S. 25 ALTAMONT , .: -1, I I I . � � I ,� I I I I 1 , 1 � I 11. I . � I I I I 11 . I -_ I I I . � : I - I - � I I : I I � . .�, I . � . � . - ; I;. . � i q; : � I . . . . L I I I I I I , I I I I � I � � I . I . I , . 1. 11, . . I SPOKANE, WA 99202 ' I , I I . I I I , I . I . I I I : � I I I I . ,� � � I �l I I 11 11 I - . . l I I I . . I I : , , I I �l � I . I I I I � . I , i'' I . I I � I I I I I 1 -1410 1 � I I .� I ,�;, " - I . I ,�i _� I I ; (509) 535 1 . I I I . 11 . '. I � I 11 I I I . . . . I � I I . I . I , L I , : �, �, ".: .1 .1 L . I I I I I , �:l I I . ''' I I r . I . . 11 I I " �,l , t - ., .. , � I I - '' I . . . � I - � I �: : I i I . �:�, � '' , I I I " I i . � . I . I I 11 I � . . . . 1, � . . I � I I I . � I I � I I I I I , I I I " I . . I I I � I . . . I 1 I i DRAWN B I � DATE: I I I I ,i___ :,,. I I I �� I I � i I :��'!� , � I I I � t I I � I � 'CALE: ; I .1 1, I : f i I I � I . � � - 02-03-93 ""', I � � I - _ t I' I I I � - - - _ ", _ ______ 11 � , J , ."....'l 1� � I . ; - . _` -"*, . I - I � � : ,, I . �_ . ... 1 � I � '_ .11 I . ., �� � I 1, I I I I I I � . I I .L ITMU ,"� I I - IN I SHEET: i I �L ; t t,:.t 1. 11,11, I . I - - , r 1AL BINDING SITE PLAN NO. 33-92 � ; * , 1, I I I FDff - 3, I , ,:�.. 11 I I I SIGN Z� ,_ -, . 1. . �� I � ' �11 � �__ ___- I --- I I I � ") ,: � � , ;� I I . I I . . ..� ! 11. .11 'T 11 HOR12._N I I I ----------.-- � I � � . I I I I I I 1 ,j_ 7 1 . 1 � I � I I I . I . I I . 1 !. ::::P,�, I METROPOLITAN MORTGAGE & ' INC. � - /-A -_ � . : .1 I 1. - S M CO. I --.,- � I RLL R ; I I . I �, " � I _11� I _�� I I ' "I . � I � . 11 ___l__l.__ 1-:_ -U-7-93-9311 I - , � I .. � I 11" " , � I ______ 6 , .., I I ' - � ,_-, �1, I ! I D' ' r 11-1 , - V�; N 5 I I I I � I I T' 1� C" P R I C, - I �:� , , Ig T � � I . I I I I , . . _' ;: t - , , I I , : VE P IVEADOWWOOD INDUSTRIAL CENTRE - . I I � � �� � 1 L I I I CHECKE' -"- .! ! ,1. N/\ ,, , 1_1� � I I I I I .. i *�,' 1. IV. 929 Sprague Ave. / fl. 0. Box 2162 �.____._. I— I . .. " I � I I I I I � � �i . I X , . I P . � t I � I � I 1 . . . � � I I I I I I I I � i � �_j I I I . I I I . 1 - I I " I 'r I , I I I I - . _ i 1 1 ; . I 1 1 1 . X I , ; , -_ - - _X____,_____, , -_ .. � I I I I . � I I I .111, I � I " �. . I I I I I I . I . I . ___7_ 1, . �� , Spokane, Washington . I PROjECT NO.; ! I " � � . , IL I I � . . I 4 1, - 1 - ,I � . � I .1 I 11 I I � � � I . _11l1__._-1 l1__.l_ ----- ---- ____ � . -1-1 i . __4 � F _ 2 � � I I I I I I � I . 11, PRO L fT I I I i I , OF . I I I L, ,:, t L I 11 L . I I PROJECT FILE, NAME: . I I . 1.� �11 , :� I I I I " - �: 1�1 L. 1 , ' - . . . I � . � � � I I . . � � , I i .- , � L ' I . I . I . . I I I � I � DII/F , I . - lll�, 1.� :L� ', . '� 1 . I I � I -_ � - . . , � , � 1 t j . . I . �'.. . I I 11, ' . . . -4 . . I L .i -1 i 0643673 1 5 . I i � ", ,,, L I .� I I.., 1, - I , � I . , -CED&A- M_ _�� - , i � I I— I � , . I I I I �:, I ,,, �., . �,� , - t ", t L I I . , ,�,., , I " I I I I I 1. ,z. , � I I '* I e . , I il :�:_',;,� �� I ':��":�, 1 " ��, , '' � , . I I t I , . I � � 'L . I I I I � " ) I I I .I,. ,., 11.1 I � I I � I I . I . -, _________,_,___, __ 11-1 -1- ____,_�____,__________,_,__, - - -_- __ ,_________�, ______,_,___ __________,___, ____._ ---,--- ____ ...... . ___ __ - __ ___ _____.___,___, __ - _ __ __ __ __________ __ ...... ___ __ � , , __ - __ - , ___--- --'',------�,-�-,-----"--,,--��-��,,�,-��-,�-�-,--",''--,,- ____,_,__________ -",-��-�--,--""�'"'�"",-,''�"-�,-,-"--�----� .. .... _,"""", . ...... .. 1-1-1, _lll_______ll_, , ,_ - , '', ____ �, -, -, - ________ - - ,_ _ __ ___ - ______,.__ CURVE RADIUS LENGTH i TANGENT DELTA 50.00 18.55' 9 `r ! 21'1 5 ' 27° 20.00' 13 6.92 38'10_'5 218.89' 84.12' _ 4 -' - 22'01 '11 218.89' 104 53.33 I 27'23 09_ _ 218.89 20.50 10.25 0 05'2158 3 OW D I S H ROAD ail A;\ ®.lit! ®G® ®rl ®t, Wt JR® R 11 A �- ;St� SPOKANE COUNTY COURT HOUSC P w -)w;l rmq 01 <�I+ COUNTY ENGINEER Ronald[-C. Hormann';�P.`E. COUNTY ENGINEER Sro�,N-_-e ,WxsxurwG coiv 99260 Date: 1 5 t A ii RE: o e ✓ . j 1 ,k Gentlemen: 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 If you have any questions about this review, please contact us at 456 -3600. Thank, you. - GSN287:slz Attachment j V' Very truly yours, Ronald C. Hormann, P.E. Spokane County Engineer Gary. . N son, P.E. Planning Engineer Public Works Building North 811 Jefferson Street Spokane, Washington 99260 (509) 456 -3600. W R /W CL R/W 25' STA. 97 +00 TO 100+ 00 + 25' STA. 97 +00 TO 100 +00 VARIABLE 56.55�T0 30' STA-100+00 TO 103 +31.86 i 30' STA. 100 +00 TO 142 +40.82 & 146 +59.02 TO 147 +50 30' STA. 103 +31.86 TO 134 +40.05 a 139 +73.81 TO 147 +50 VARIABLE 30' TO 130' STA. 142 +40.82 VARIABLE 30' TO 155' STA. 134+ 04.05 TO 139 + 73.81 GUTTE LINE GUTTER LINE i VQRIABC 6 14' E ' 14 ' ♦♦♦ SLOPE TO 30' -MIN. 0.02 PER FT. MIN. 0.02 PER FT. VAR �AgLE SLOPE TO � 0 3 nu v �. A q VAR: J�n��Y \\� / //�� \ /J/ ��\ �i/ a� y . �� \ / q /i`�` 'i �\� .� ,� �\ \�. \�� .� \/ \ ` \ \Y�.\R�ggCE .S 1 1 \ pp , y 0.i2' COMPACTED DEPTH CLASS 0.1�7'COMPACTED DEPTH CLASS 0.25' COMPACTED DEPTH CRUSHED 0.54 COMPACTEQ_DEPTH \ Of B ASPHALT CONCRETE. E ASPHALT CONCRETE. SURFACING TOP COURSE. CRUSHED SURFACING TOP COURSE \ TYPICAL ROADWAY SECTION 1 k MAINTAIN DRAINAGE ALONG 1 GUTTER LINE ACROSS APPROACH 1 4' 6' 14' 14' g' FT A 0.02 PER FT VARIABLE SLOPE \ / \ 0.12 COMPACTED DEPTH CLASS ° B "ASPHALT CONCRETE COMPACTED DEPTH' CLASS ° B" ASPHALT CONCRETE. TYPICAL D.W. LOCATION & TYPICAL PAVED APPROACH PAVED PONDING AREA SECTION IN CUT SECTION S. r� �� UE W.9Sh� a SPOKANE COUNTY JACKSON, MANSFIELD. 81 WILBUR SHEET UNIVERSITY TO INDIANA APPROVED= . T , , . . - OUNTY ROAD PROJECT No � 389 .._......._.. 5 � 31 174 CO��1TY ENGINEER 2 � �. �i.i _..� �FFI CE OF THE C��ITY ENG DEER .. �; . ::�_ JA UREA AI��1' - � `�lLE No ..._......_. r + GENERAL NOTES 1. CURB INLET SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM C 478 (AASHTO M 199) & ASTM C 890 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE PROJECT SPECIAL PROVISIONS. 2. TOP SURFACE TO BE BROOM FINISHED. 3. ALL EXTERNAL EDGES NOT LABELED SHALL BE TROWELLED WITH 1/4" RADIUS EDGER. 4, DIMENSION "L" SHALL BE SHOWN ON THE PLANS. Z —�-DRAINAGE - Ct CURB DROP SW QL DRAINAGE SWALE CURB AND - GUTTER f 4" PORTLAND CEMENT W I CONCRETE !� SECTION B -B B 3' -�- "L" 3' - C URB INLET TYPE 1 s i STD -M3.Dn SPOKANE COUNTY APPROVED: °n' STANDARD SHEET DEPARTMENT OF PUBLIC WORKS A I N SPOKANE. WA. 99206 456 -3600 DATE: E�pncs a �s si CURB INLET TYPE 1 B -1 rJ 1 RL a ®a ®e 9 MA;. ® ®.�® ®. ®gym ®sI VI oil ILIaw A El i! am za W±Ai M 101 ( -F2TY o f ® EOFFICIA 2S 44 E COUNTY 9 - ,ESSQR 9 40. Ac. ' v ,►E 5 � r„PAND� /EW' � No.�3 �y � I,rE S . �CPES ° IJR -3.5 /V !' N 5zA �, 4 -24-4 �4 h G i fP REPS RfIBEAU RHNCH fID Q 0 4 C/) r t 2, 1 f �a1 yC .yt`P[c'�'�,•2 i s `x•c. y Y . - ` mv r � r Q� ter �ti ii d�t,ti��15 o n r bti{ drrl',�7 tif�> ', T�s: o d r s s:G4 .ti r . t , tea � . i}, I �: A Fe . ` ♦ W .ti 1.• e y Y S t Z w t+,t � 1 r y «► 1 -.:. ,� r a -''- Q 3�y`f' N i i JS {,ij ,, ys} i1 M L '$'j 1 i,.�S. J + z S v } •41`�� S iR Y S tk. m 0_ m _ ti ��'i , �f*�j�� f t { #Lif [ � �'t 5 � f � � 4 . jet ♦ � � �� \ m At D o � N / U C R. r)I —�— / ♦ I fnl /�-� -� r�� \ � s ,Z6799 3.L 1, 2L.00 S ,99 *99Z M., b0.00 S ' � ♦ y !� \```'��, I I 90'00Z- - — — — 88'61rZ — — — — X0'£6 _ _ _ _ _Js C n To — — — — fi- -{- Ob't9Z- _ 3 ..5 m I � o `�. / I /// / ' a F P / n 0 C m '�. ' 9 0/ , / Cl) - A (rj � ' v� a� 4 - C w o c�� o Z ' v m `� y`r0. ?per m CD cn CCL 6 00 I R N 4� ' rrr N U) 1101 I A rn It c N ° c m / �vo co co 1 . ;a0T0� r— , �>-� v - 1 Ix �" 9Z'09 �. „ '� % \ 10 � ' /� � �5 �� % / � �� 0 \ — — ° — 0 1,80.0 lr l OD 0 0 . -� -- -- CA c c 0) X 7 2.26 ° / � C " J \ \ \ \ / / � g 5 i;,y S �� ti 91 D z o '� a ' `_N09 °3347 E �\ N c \ \\ \ �`;\ v /��(; j / / /��,�/ m 5 °D p m C I Fri R1 ' o m O s XD D w r 6's m U) f \ < Z 1 m \ W "+ \� / / L 3 [ m o OD � o N N ' \ �\ _ / ?�• 686 y � w j / \ Vi / + U U) m �6 (,r��,, 3 / • \ / / m N cn .W O = p ' O6F 6\ / ��/ / I t' 2 \�_ W CD 0 (D doo ru 16(9 M r 2 / / 3 m \ O� fn 07 ' { �, v��� / r / /� / / ' S c� � \ \ \ �Lti � S 00° 30� 00 E , b<n r `'2 \ O w 260.00 mo m rs �Z s \ N Ss•�al 16'961 / / Y N I ° Ou y5 \1 , OD — KD 9b'06£ M.££x80.00N / / j \�F �o.� o a \���` ' Vi' `• I w -4 O /, r / �/ Oo 9 \ �i 2 5 pO °S \ / 0 ED 25'' CD c �4+ \ 9� �, Co p W N / m � i o a, (1, n _ 35.00 260.00 cr I Do iz �c.� �Cb 35 x _: — m -` h�V r D� '- 0�99 ,09 *6ZZ M.,0L,80.00N Ia m� 5 1 / 2 !/ / CD m (n ( �� •1 N i c — 2 r / SO4 02'37' w C A OD o CD l;) m W O 37, a2 & - Q O f 5 - � 900 ° 24_03 " (R� I i_S ° 03 56 WL) °— ) w -- — (A o In 1 60 s — — S 00 ° 2358" ( RR) I r �/ 9L'££Z - m — — — - ,00'08Z o ,Z9,29£ — 215 o j g g2N — I I�ZL2 — — M..2 ,90.00N - - — — z *vofi M.,O L,80.00 N -- Q� H S Ia .� -� M „20,80.00 N- M - -. - / Ch 9 — Z6 tr�9Z M 2 E 8Uo00 N — — _ / I ' Gi b -�` .�, ' rll(rr- /r"1 / \r i r- a� "� EX 15TI NCy 1)RY WEL1_; 123+617 MATCH CURB To EXISTING ER 123 +55.7G 2. CURB OPENINGS : (1) 0+54 CARLISLE 15' LT. — (2) 0+54• CARLISLE 15' RT. — BOTH 4 ' w1DE X 6 " DEEP Construct Wkeelehalr Ramps 5 poka.ee Coe. tL 5tano6r6. O Lu m Z Z i r W I r m, I 0 w Y U w U z 0 o 0 W W z o v w p N z W W W ~ r d U w 0 V) l x O O m O Z Z loom s= ®s HIGHWAY FEDERAL AID SHEET PLATE 1- SINGLE PLAN AND PROFILE -FULL LINE `OPTELEDYNE PRINTED IN U.S.A. I NG e €,32 �_,32 ' 22- (n \ W � t0 O I J p rn 61 1"im RMBVEQ 1993 .i n 228.00' N50'53'26 "E d 3 0 CA u rTi 'IV q EXIsrING DRYWELL� q _ 123 +00 I , cTI cn 11 ' p I ,,, 5 ..2D8.. POND Two SINGLE BA RREL. DRYµr`" i s TYPE A N 5PO KAN6 CoumTY STAN FLooKAREA = 555 SQ FRAMES f GRATES -- y Pe NO 3 N 6 FLOOR ELEV. TOPS OF GRATES ELEv. , - .5 J MONTGOMERY •DFUVE STATr, rdiNCa ON ryO i I CO 123 +25,40' LT, of f 1 24+ 80, 40' LT. of S 1/ d / + CARLISLE L i E o +3z 1 228.00' d y N50'53'26 "E U Oti 6 6 r i CURB DATA \ �: R = 30.00 '2 7 T 30.00 32 o . t l L = 47. 12 II to 5 II J ' „2�.. POND 4 O ✓/ \�` /2y.58 // O� ,�� p 7 O � A O FLOOR AREA = 555 Sq.FT.(Mmr:j `� O _ — — - � 4 FLOOR ELEV. = 71 . O REMOVE EXISTING CURB — O � ^' I23 +55.76 To 124 +41.76' CURB LINE 2 -A CONS 'ia ,. 7'JOA t CciRB LrNfi i k uj 83 ° 2437" t v V IZa W _ " 30.00 w w Z0 F TCH CURB To EX15TING � R 124 +41.76 —� L 3 L ' 34.00 o � ejj�o 4 a 0.5 E l X28:00 O Lu m Z Z i r W I r m, I 0 w Y U w U z 0 o 0 W W z o v w p N z W W W ~ r d U w 0 V) l x O O m O Z Z loom s= ®s HIGHWAY FEDERAL AID SHEET PLATE 1- SINGLE PLAN AND PROFILE -FULL LINE `OPTELEDYNE PRINTED IN U.S.A. I NG e €,32 �_,32 ' 22- (n \ W � t0 O I J p rn 61 1"im RMBVEQ 1993 .i n 228.00' N50'53'26 "E d 3 0 CA u rTi 'IV q EXIsrING DRYWELL� q _ 123 +00 I , cTI cn 11 ' p I ,,, 5 ..2D8.. POND Two SINGLE BA RREL. DRYµr`" i s TYPE A N 5PO KAN6 CoumTY STAN FLooKAREA = 555 SQ FRAMES f GRATES -- y Pe NO 3 N 6 FLOOR ELEV. TOPS OF GRATES ELEv. , - .5 J MONTGOMERY •DFUVE STATr, rdiNCa ON ryO i I CO 123 +25,40' LT, of f 1 24+ 80, 40' LT. of S 1/ d / + CARLISLE L i E o +3z 1 228.00' d y N50'53'26 "E U Oti 6 6 r i CURB DATA \ �: R = 30.00 '2 7 T 30.00 32 o . t l L = 47. 12 II to 5 II J ' „2�.. POND 4 O ✓/ \�` /2y.58 // O� ,�� p 7 O � A O FLOOR AREA = 555 Sq.FT.(Mmr:j `� O _ — — - � 4 FLOOR ELEV. = 71 . O O � CURB LINE 2 -A CONS 'ia ,. 7'JOA t CciRB LrNfi i k L 83 ° 2437" G E e 30.00 F 1 m� L.= 43 67 L 3 L ' 34.00 ejj�o 0.5 E l X28:00 - 1 / tih 198.00'` 30.00' wQ W Ili f �O G ■ 32 32 h I z� +oNOG DRVwE ii�r�� 9p ®iii 1® �■1�i ='� ~- ZZ 22 R Q Q , - - - - -- — 18.25 CURB STA. E I • ■ �� ii�r�� ®iii �■1�i ='� MEN "61 ■���rT1R 1��� IIIIIIIIIII11MI11 �����1/I�iiiiiiiii■i® IIIIIIEKt ■ !!4 IIIIIIII��������� • 116111111111111111 NON=" ■ ■•�la■ IIMI��� ■�1riZ�i[�� ■��1�t1 / /i�;li�'illrl� ■���r1���t��E� -:ate i� t��sa����- s�t�������� lC,i►_�����- �= �� t ����:�■�l e ���: ��;�i iiii 7 E�Tiritl ■ ►�i�H /iiii��iiiiriii�iiii �T�;E's1i1'�i \ttt�i�lt i■i�i ■11� �. \tom' u/ �>:1 \T�'■iTi��aTl ►� �1,= ■ii�iii�i�a 1��l�Ii■.7:. / /�I � ��0� �- ��i�i�i•�■l1if�'ieis�l ■ �.������® IL �1rcn.r�t:�lrlir�; ®_ ���� ® _ ® ®I �It�� � ���� :t _ �� i �■ - _�� �F.'ZP%ITT ■����� /�� /�� ®��0�.i� �������� ®t \\ J; .; LL. ' Tri L �I/ I9�E�1��t�JFAM09A CaT .�:� ■.tiG:TiLZi.T•TLTa'�GT���1 nil id *JiMllPWEIIII I ■���e� �� r�•'�-�l,sll ■:�1 ��® -- ��01��i1[�/i�3►fri11■"Imogmt ti'?!t nfi• =��IsTrZ�1��1 ■� ®��It���� _����1��ii■fb7s7Y'ii■ iii '�itilv■i:�'iYi1i.'1D�ii■1�� l:T CI •3 iD�Eift:1��� /� ��® - �� -�I��- ► irk ®�1 - _�V "I VIM� VI IIIIIIIIIf�1.Tel.li�t ■�- -����5 C�KKI• = �II���� ���_ �����i/ �I Ii�TNiY■ V��i�l�l��■ J�411i1fYtli�I� I J:I_ �■ v�c��l �7 !!'.�/1�9f�c7��I11R� ®� I i i I I 1 I I � D W W U U ° w W 0 > r O a a O m i O 6 z z M, mi I I i I I � I I ° z I O a Y O W � Z ° U O Wo z W W W u O O z V) a In O 1d6 0 ® m I CLI O 0 Z Z NOTE : CONSTRUCT FULL SECTION FROM TYPICAL SECTION: JACKSON AVENUE No Sca - STA. O +Op To ER 0 +85.44, CONSTRUCTION LIMITS: STATION 0+00 TO ER O +aa.44 CONST. GLIRBC5IDEWALX CONST. LIMITS 0 +00 TO 5tlo 5.$ STA. o +00 70 5 GoNST, SIDEWALK STA.5 +ro5.3 To 9 +34.9II � rro 3 lo' zo E zp' Ip' T13M : TOP OF SOUTH FLANGE BOLT MATCH NEW PAVING To EXI5TING �2 ;� EX'G. PAVEMENT 10.5 To Zo' RT. oF / OF FIRE HYDRANT AT SOUTH EP OF JACK. o N AVENUE. FROM PT 3 +22.12 TO S+G5.3 \ STA. 122 LT MONTGOMERY EL-EV. 1976. (Co SCA L E 1� = 50 Asphalt Concrete Pavement,Cla5s / 2 , Compacted Depth Asphalt Content 5 3 /4 7o to G'4% E JACKSON I Type'A "curb (Spo.Co.Std.� (W.S.D.OT. SpeC.) e "A" curb (Spo.Co. S +d) CURB DATA "A` CURB DATA Crushed 5urfacin9, Top Course A = 72 31' 46 A = 50 °261321` D = 143° 24 28t1 I' ted 9e Spec. .>. ` NOTE: UTILITIES IN R/W SHALL BE R= 20.00 R = SG5.88 / R = 20.00 p, Note -- Crushed Sur�Facing�f'hs sb+a.11 be � ` , RELOCATED PRIOR TO CONS RUCTION GB t results. . r- L3L,stecd in accorance with ftrcti R "valuCtes es T= 14. G7 \ 7 172.34 T = O.45 a d L = 25.32 L= 322.12 L= 50.OG tJ N t 1 t 6� 4 e EXISTING. .. � D ° w 6 6 EDGE of PAVEMENT i �+ - -- -- ----- - - -_� --- °------ -- ---- - - -�-- --- 5 -- ---- - ----- AVENUE _ s 89� -32130 "W 9 C .9\ _ JACK >; _ - 3 20 - NEw ' PAVING O � $3`'/ ` g31O EXISTING EDGNT m LIMITS of TAPER �' P �' p E OF PAVEME O EX4•TYPE ., B •. DRYh+Ei -L .J � _ -- -- -- - -� - -- - --- -- - - 7 -- - -- --- --" - -- -------- - --- -- - - - - -- ---- -- - --- r E ISTINCI C RB / ! jC1ST1lJG PAVEMENT ` �p PP MATCH EX P�V r_ J' FN wv ti PP _ _ PP _ _ - � 6uY _ (n � A -7 7_ a\' IS MAPLE 6' MAPLE l 8 � 9 I 1 2 4-9 1 7(o $11.46 1 I ( 715 new curb to Type "A" curb � ex 1A. EX15TING ASPHALT 17RIVEWAY I i stivi f 81.27 / �P. 22Z' Const'ruc`t' Type °A 0 Sta. 5+� Curb �5.3 � it \ Cement ConC Curb I f s 0 � - --- Con5truct two Double.8arrel Orgwells, X4.1 -I f I 1 l O Type "$`� wi Type 2 Frame C-4ra-t'es, Q IL 1 8 1 5po kane Count Standard : I 0 o ` \ PAVING +rd Sta. 0+3i.F3, ¢Opening (9.36 Lt Grate- Elev. 79.95 Vv C 5ta . 0+ 5 Co. 12., ^t Opening 19.3Co Rt, Girate E Iev. 80.23 \ \ I Ip X3 0 Lam! �� Construct Wheelchair Ramp, /• _N v$ COrI S +analaV4 I I 4 CURB DATA Spokane U � 0 Q � I N R= 20.00 ® 1 _ 6-9 I ( • T _ 2CP 89 L 7 25 MONTGOMERY AWN D 22 5-S 21- _R _' (000 .00 T = 19 5.87 87 L= x394.55 f` DEVELOPER APPROVAL RO L Z?AT'E 1985 OD rl - - - uj - L- U , X Iy - -" - - -- - -- - -- _ _ 1 TI U z In d eel uq ril _. - -- - -- - Q. 0 M oUl + N o cU S - _ CL o 14 1\1 kTA U, FN t x �I n. 4;> - �. , w TYPICAL SECTION: BOWDISH ROAD No scale a 3 O STATION 1 + 98.% To 119 +5G NO SCALE 0 3O , 2' DEDICATION 2` rF z2.' } Uj � VARIES VARIES `- \�` •�/ � f{y ( 7 O 9t 13 TO IS' T Transition from baCtco{ walk - 6 EXISTING PAVEMENT to ex9 ground n.-'. -. O- SUPERELEVATED Ol I 1 � I �,�� Aspkal Concrete Pave-men C lass " B" 0 0 z" Compacted Depth ` Curb g Asphalt Concrete Pavemev&� Glass "B ` Construct G -wide w 229.5 U1 = 2 W Uj O } m I, ]L V _ V N z D o W 0 W W Z H V 0 W m w v , Z LU W U v D 0 LU 0 0 0 Cg W 0 Z z TYPICAL SECTION: MONTGOMERY DRIVE TYPICAL SECTION: BOWDISH ROAD No scale 3 STATION 1 + 98.% To 119 +5G NO SCALE 0 3O , 2' DEDICATION 2` rF z2.' GRADE Uj � VARIES VARIES `- \�` •�/ � f{y ( 7 O 9t 13 TO IS' T Transition from baCtco{ walk - 6 EXISTING PAVEMENT to ex9 ground n.-'. -. O- SUPERELEVATED c,Rg 5 q. 3 +18 23 TO ER 4 +o6.4 � WIDTH VARIE S THUS GRADE VARIES. FROM S7A7!°N / TO FROM 18 - t° Iro, MAT awe. � oy ER4 +.6.41 WIDTH= 6'A D6 =3.3% CU R3 �P+. _ ::. W �,�� Aspkal Concrete Pave-men C lass " B" z" Compacted Depth ` Curb g Asphalt Concrete Pavemev&� Glass "B ` Construct G -wide / Type A' curb (Spo. Co. Std) Asphalt Content 5 to G/+% 229.5 integral curb ,� sidewalks 3 %`Compacted Depth DOT. Spec.) �WS .: TSpe 'A" curb (5pokca neCo. s +dl) AspkaltContent 53 /4% to �'Ig % Crushed Surfacing Top Course I z / (W 5 D OT Spec. G " Com acted De t�t S.D.O. p p (W.T. Spec Crusked S' ldr'FG0.Cin TOP Course "Compacted Dep�{-t Note s � p �� skal l be ad' u -I-ed : C r masked urfacing J In aecorA�nce. with final "R" value test results. !^ V J G (W.5.1).O.T. Sper -) SINGLE BA RREL DRYWELL,"TyPE Note: Crwsked Surfacing depths skc-1 I be adjusted METAL FRAME- � GRATE, - TYPE No. 3 Q ' * R:' N in accordance Wi+k final value test results. - - TO P OF GRATE ELa v. 1 9'74.0 CURB DATA 1 ti I l II Lo CATS C DPyv491 -L AT CURB STATION 3 +�� Q = 00 1G 4 - 5 I2.' BEHIND FrAce OF CURB LEFT• R= 5G. 00 ( �� 1 T = 5G. 27 - 88.24 BEGIN PAPER: 8 +&0.'7 3 � � L= 1 0� TAPER nsf Wkee {Ckair C 4` 40 '� '._:'� ~- w otcQ.nP Coltnt Standard ..- .,P y ' CURB DATA Z' DEDICATION EXISTING CURB AND SIDEWALK A CONSTRUCT _ _ �.2.o -- " ��n __ µ,cm ' PO "'-- N CU • f3 LOCUST -, oPP tr Et �i O FF M _'_- - -- - - --- -_ - -- + ro / B O • 0 DIS ROAD wv `CONSTRUCT TYPEA" CURB : C Z = 12 g - ER88 W PnvwG = 106 43116,1 ° INTEGRAL TYPE ° A` -- -- - - 38.19 4 i 5 O 08' ` � I 348.85 6 N 10' W 7 I -`' 8 u. MA Tew � � ea ' 5 _ __ _ tCo _ - FLOOR AREA 7 ?S SQ. PY. O K1 284. 9 _ z 10 t- CURB AND SIDEWALK - s ° R - 20.00 - FLOOR. EI�V. 7�. S NI / /4, -L 76 ur. 7g4T TG t_2 86 _ _ _ - _ �� =TC_ �l� Gttr. 33 83 it) TG E2 $Z - TC yE p 7$ m 84 - 7C T c EX16TIN6 PAVeMEntT' 9T C 3 n W _ 5 39 � ^^ �� - i ry X11 C l. J'.O --TT _ R `� �•�' {�.. ®R' `" POND FLOOR LEVEL WITH 4 :1 stDE sLOPEs - _ - ) 0 Gfi P 1S f `Q.. R= 5 ' `�o. 6 S � EXISTING CURB -_ \ \� r PAVI s \ . uM T,� X ER - k 8586 - _ = - = EXISTIN %4 � E kSTING G CURB L = 37.25 9 5� _- ,� N ° J Y � 7549_ -" _ -x75 -5 76 �,-- + `u I�� x 2 - _ - � - x7639 g 6j ts �• ' x 75 - :� � - -- _ -- 1 S XIST'NG CONSTRUCT 5 WIDE x r "DEEP 1 -- ---- � DRYWELL C=w^ 0 :.A/ CURB C vT @ CURB Low POINT I _ 1s ' �\ GRATE '74 -•Co7 W 11 _ rl -� - - W � (I flRYWELL I { ` �} (I ..x76 , IL --- _'�- -- �_ T CURES $TA 3+50.13 LEFT \ PAVING j I LIMIT �ExlSiNG - II ° / -ac7j54 x75`'' -5 /� x..,¢91. N42 06 I � 116 _ - ----�� x tis' -s i E' x763 -' 1 T EXISTINC P E 7 x s EX'Ci.ASPHALT / GRA L " = 50' DATA tY II W D = OJO ° IG'45 W I co � ^If rV r f`1`v11, 1 . II ,�''u' 1 1 \Z x 76s DRJVEWAY To 772 J T COAST WES / / SCALE I 0./ II Q R �7 I) = 38.00 Z � X ,. r AL J Itll 6R°CE0.y Co. = W L Il I L ✓ 9. 88 ♦ f� 1 I f � t0 i' (� iW52 / 6� / ' CONS'IR.UCTDOUgLE BARREL. 17RYWELL TYPE�13" \D 78- s 7 / /' • /,�� / f gx �'' 5PoKANE COUNTY S4'A14DARD / M ETAL. FRAME � G RATE TYPE No. 3 ' 3 0 = 38.19 •• r.� f= :, � t � I r J I� �C- � I T 1 W II ! II II o TW II 11 ��' `�' °° �•� * ' / / Ca E STA• I l8 t 95 � 22 FZT. of RAT TBM TOP OF SOUTH FLANGE BOLT w ®� PON SECT 01 V DETA L.E. 197�o.Gb oPRPcTE EV x 78- T OF G J - OCATH IN " s W ALE - s ea rmi s=cow OF FIRE HYDRANT AT �' '31 �L 0- ° ° NO SCALE # 79 ° t e CURVE DATA STA. 122 +G8� LT MONTGOMERY / A GOMERY V uI e� Del x 78. 1 mm SLL 9 ' DRIVEWAY TO R = I ` 0 = ,22 3� 21 _EX4. ASPHALT / 1 G�OO.00 "SWAL ELEV. 197�,.1Co POND EraTRANCE ( VARIES 3 MIN. AT LOCAL LOW Pf� 3 E I VARIES g 3' MIN. -E` WEST COAST +00 1 ' CsROGERY Co. T: = 1 99, 8"7. FRO M:. STA. IIG +TO To 119 / 4 RT. '! 20 TO 2 � ° LINE 1 LINE POND WITH GRASS SOX) / = 394 S5 j DETAiL SWALE CNo SCALE t e --/ .u. • '- • DRYWELL • ....... GRATE � Z „ 208 POND PE : 1 ' blavA ass Swale-tobe seeded witk,dr r - EP • - yP 9 - , t ' i a vn o.F --�- e � _ i . I us ,ng x /s She p fescue: and • -� ue' a ; b' w i kt 8 -- 4F 1 1 3 Reuben Canada BI r ss e 9 1 1 9 .-- f PLAN N .. .. w POINT L k..-- i CONC. CURB INLET TYPE 1 to OUNT S NDARD SPOt <ANE C Y TA 1 � FLCOR t i v 4 BACK AND SIDES ., i OF 208 POND To BE' HIGHER i ER THAN STREET S a C1r P eo is t a Gras t A e (s wale.) The 5 er fa Ion Ar ea - wal h dv s _ r 'vt an I Ora .� e � n f I us I s 3 a55 r P ff 9 9 w cseas .� re e 0 one rowln rl S q u are foot a t t(t en� f 5 S C/ � .- .- / r_- r ... . PHAL T F AS r z.. o _ 9� E xC E PT ' , r?'° u AT H LL RE WDI W t REQUIR ND 80 5 i W tC O ERM N H H Q P i A 9 _ 9 9 / ....con de�-ed m Co + t to b e s I e e. � P ' S i V OPER S - P E A ROV L DA D A `DA ` cu rtEL > In 0 I Pora D TO t) Q SEEDED R LA TYPE M BE W D ND Y USING A i 1'T'H Y GRASS, c, x of '..TYPE... 3 `t 2 lY I SHEEP 3 + dJ 1 ' E D ' I sCU AN I REUBEN E G FE 3 CANAA4 BLUE GRASS BY W tiT. GD 151 (2) THE GRASS. P@ZCaLATIONAR A? Po ND) ISTo xAVE 3 L.IvjMc, AND '. - -- - - 1aOKO S G uA E END OF .-. ° NE S N ID ER D Comp EI LLJ 4- 00 -- 1 985 - + m - - - 1985 o 3 - Uj rd . ° - -- - _+ 1980 - _ -- -- - 980 to m -- -- - - tj Tj L0 > W + 1975 - - Ui - UT - m 19 ?5 Uj t -- -- 1985 ' + -- 1985 O + aJ a ri 1980 lJ z •0 1980. m + ° t N 0 1H In 1975 - in ' 8 - - 1975 �. 111 )RAN A: ou e In C G. 45 w 0 r m °W W W V V ZQ W WW 3 W < W w 0 O v a Q ix Boa 0. O O 0 o TYPICAL SECTION • MONTGOMERY DRIVE \ / 10 sta..tl 3 + 0, 2.o L rywel► \ 3 STATION IZO +23.5 To 130 +96.75 NO SCALE 3 _°o ti00� \ Sp 3 59.z5' taS.00' Ic00.00' o � 44' o \ � ��� I C� S39 ° OCv' 34' E- G'--� 22 - 22' - . 6' -� 4' e : � _ I `� VARIES VARI S 12.° To 10 ° — 4° To lo° � nsition - From \ O / bacl�o walk to O I _• C Existil - i9 Pavement ,� Cons I ruct Co' -wide lk� I N Construct 2 Double - barrel Drgwefls,Type. "8" EXistitn9 Curb Aepkalt Concrete. Pave-mevtt d 5id.ewalk integral Curb and sid.ewa \ Type "A "curb S okane Co. Std . P I Spokane County Standard -- an Class "8'� 0.12 Gon.�paCted.Depth � W I Metal Frame k Grate, Type No. 1 �• CIaSS ' E', O• I�l' Compacted 17e� I t., uJ Z I Sta. 130 +40 and Sta. 131 +00 \ \ \y Asptialt Contevvi 5 to � /4 i I 6 J I I 9 Grate irn ZI .04' Lt. o to be c�etermined by Engineer in field. = �t Openlr 21f q-- road \, Y N z6\ W.5. D.O.T. Spec. I _ (J - •„ Cru5hed Surfacln9 TopCourse 0.50' Compacted Depth (W.SDo:T Spec w O I 0 I ° Q 0 f� ,n w / O O o Note: Crushed surFacivl cle tks skall be wits "R "value -- f I 8 \k adjr.os+e inaccordonce final rest re u Its . J N n I I 3 -1 .L Q V r 3 o I I 15 15 I ti'10 / 9 Construct Wheelchair ir Ramp 9 / 3� Stan r Spokane Count d 19 REMOVE EXISTING CuR6 E AND 51 DF-WALK ER 12_5+55.'7(2, ER 124 +4('.70 % 0 To / I Lp5. 45 I q.O.00' 185 c) o y N t CoO.00' 139.10 P q p ° i'T _ � i S P ' fJ 7/"' �.EX(STING CURB AND SIDEWALK / t � EXISTiNG DRY'NEl- L�TYPE "A" /• „�P. � G � ! Kl IJ N 123 +Op TYPE ° A" A /� IZ3+ 0, D YPE "A" T 1� i ®� V �. ®1 ./ s � � / T� V A 6 V G. a ' �, tl' O — _ 122 123 IZf EXISTING EDGE of PAVEMENT _ EXISTINC-1 DRYWSLL 123+00 A' Il.q Construct 30LFK to - DIA PVC FL 67.4 (N) FL 68o(s) -- - - - - -> --- - - - - -- ,i6 12T Er_L,125 EXSTiNG D 49 TYPE 'A' -_ -- ----- _ - - - -- C REL��IA SVPE 5K Id --- - - - - - - - - - - ---- ----N ------ - _ CURVE DATA "B" ®= 49 15' 12 Construct Integral Construct Couble- Barrel Dr�well Type M Cow Standard R = 413. 59 N Type "A" Curb and sidewalk e - tan F Metal Frame Grate Type No. 2 'T' = 159. 59 + Sta 125 + 19 (@ NW eyO ,.f gutter) L = 355.53 / S S3 Grate- Elev. 1971. 13 �EOpeming 21.3G' Rt. o-F � road Connect to existing drgwe with l 6 d-dia.X 3o P�/C culverfij BINDING SITE PLAN NO. 32 -92 FL '/. 4 at new Typ e: "B" dr FL 68.0 at ex'g •'T - Jpe ",k L nwetl . (rV STREET: PLAN - PROFILE M ONTG OME RY D NOTE: SOME OR ALL EXI3TIN6 DRYWELL5 Founded 1946 MAY REQUIRE GRATE ADJUSTMENT F T A,N OR _ O D N REPLACE STANDARD A CO D T A RD E . WtT SE CON H OFF T E.' fe Q. i imp so E Inc. , S CIVI L ENG INFERS & LAND SURVE EY RS E I S CALE _ a ,�" N.`909 A 0 RG NN E ROAD SPOKANE, E W N A 99 212 PH -9 26 ..1322 CROSS- SECTION AT ) DRAWN BY D.H.C. DATE DRAWING NO. PROJECT NO.. .. �... .. yr ,. b _. IL 2- d„ ni M11177 7XIL-11 IF- Ile ..a L AV - - / - - LL - ro -- N In N N - ' K a a - - 1 LL + _ o - - Is Lij - + - o- o xr - - + - - -- — - - - - -- - - -- -- - - -- o 1 �73 71.0 - -- Z LLI 120 I21 122 I23 12.4 12-S 126 127 128 129 13o f31 13Z t HIGHWAY FEDERAL AID SHEET ' PLATE 1- SINGLE PLAN AND PROFILE -FULL LINE '7gTELEDYNE PRINTED IN U.S.A. N {. N N ( I r..�l W Ul I J3 �'36 "E l 1 vcr N I _S W I• I ) J O I � l 0 � N i L h i l 1 z 0 o � �j f . W t� I I J N W _ W — N I �, c s � ��..•�� o N� � �`: a` � r 0 < I o w o w c5 n co �) 00 0 o I N� W °� ° oil n (0) ( 1 N l 14 2d � � N C /J l /n I � A NGA AG-c- IF A(\ yy �) p RG �T� tc � � v � C t� J��N A � �CS _�'R 1 cW N ►.. PJ5_ D& p t" 60 W C( A 18 14 2d � � N C /J l /n I � A NGA AG-c- IF A(\ yy �) p RG �T� tc � � v � C t� J��N A � �CS _�'R 1 cW N ►.. PJ5_ D& p t" 60 W C( A 18 Found 1/2 Rebar with A a C Cap as the W 1/4 Corner Sec. 9 RPs X on south end of curb drop N 60 W, 3 1. 19 Tack a Tag in P. P. N 85 W , 27.75 Rebar with red control cap South , 35.71 / 7 l— X on choinlink fence post S 45 W , 36.84 — — 2174.31' — 46 "E zI O N O O W �N s I � MY )ro. S 88'52, ,o s rn � n )ro. S 88'52, ,o \ d 7� e' FUTURE ACQUISITION BUILDING �— SETBACK Z 7 9.3' � n \ d 7� e' FUTURE ACQUISITION BUILDING �— SETBACK Z 7 9.3' ,7 8 a 5r q r.�.... � ^ �• � ^ �;� p - ' ,. '`�� � t �. ` S �-��ti �� � { 1: 7#N �p , +':r Ycax � �,, -. � # r� • : ul. � �: I.° ` T t t y, � M z � c � . h 1 { � v d s' _ r •' ;F y. A" t i c r a E 9k r � ' N �a�srr�,p,,,�„ � 7 fi � • I •fi r + u wh L k Fri cM }� H. t �5�5`R�i3��'g�,j -5 .�s i t 4 � � ' " W i u ',,i4.f� °o`�'��'+•@ { . F- t _)t'` . ''•aT 'p �' ,. . AH sB.SZ.c.'Y i i i t [':Yltt ��A�2��+1 '4 t- +x � �sG Lq !« � 'sue `4 7':�,SS' � r� r�.�x� a •.tp C .4'_• yy C - . � 1 1'.rWlra t 1 Qo I �16 re in ,er of (Di SVtiOu w tM6 'sac, 44N AVU S $O W Q t 5 ti` T A 17�.A \tv�sC- �1�D � 6TR tC \ \tVE CVJ��A-N�$ C'P D RGf:R.e f3 «1J 6dV �p k ck:A J 0,.J tNG ' 60.c o W �j & S pcD rc�-te7 Wc cOrucl4 5 `5 �j Founded 1946 c s hmpson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD w i - ..L W °C I z o :: E W 0 co I O- OD N (3) 0I NI� W A U) ° o i l N. Nl I NT 20 0) • r � � 4 % �J I + y _o _ Qo I �16 re in ,er of (Di SVtiOu w tM6 'sac, 44N AVU S $O W Q t 5 ti` T A 17�.A \tv�sC- �1�D � 6TR tC \ \tVE CVJ��A-N�$ C'P D RGf:R.e f3 «1J 6dV �p k ck:A J 0,.J tNG ' 60.c o W �j & S pcD rc�-te7 Wc cOrucl4 5 `5 �j Founded 1946 c s hmpson Engineers, Inc. CIVIL ENGINEERS & LAND SURVEYORS N.909 ARGONNE ROAD ' t • 249 15pa/ Utility Easement • • I cil t 4 # b � w ",� � 1,-'i' � iT �1y NOW 4-t i +ax rf • :. • • ,t ze aftzu �1 y • • tT,r ^ ., w IN h.Y�1'- t��ILS+.�}'y`7..:*a.'Ct hitiJ{,••�r �d Ltd t: ry m j a � g � � 1' �. � sL • ? , k `1tiy� r in t ° 4 w r_ b� t ... art d M ' � r r ,�° L .a �"�'x�.aC i�ro �"�' � � '� ��4� �:; r�. �. • • k z = x 6 N89*32'30'E 425.00 �±�s >r' 4 x �. aug�v'� -"Ffi � , �`k. 3a � t:: L*ws n • . • K r r� ��' tt '?' ' �. .7 L ' T.t Nf l } ,( "go d{. ' h ,r ry` • a i s t~ + t ia"` f kt R �. ��a r` rxe�e •tt�rJ ;.r •' •: • • csy 4 ; T` t 2 ' X a �' �n�' f�2r`T.:.i, w r l t r .¢y k h - �s fi £ ^� , y i { t ° „ -15 lif zs ' i ti s4 • - s���� .`.?4 e � i "#,..;j.. ,i�, T' 'q kse � � • � • • O • � � - �`.��Gy �`1farM Srd�Jat%yi4't�r T2 T" L� • 1 • . .. • r s •,. SE BACK • • o . \i - r• ` DRAINAGE co 2 oA TURE chcouls Ow\ {t 1s _ j ;; a• ..{ utx .'�trgr f 'U.�, , y� l r- `` _ a ,: . t� ':. i f ray }� xS {� - � mc�,,'� ` . F 7r,,. , S+ i , 7� i � t l 1 0 BUILDING y S 2 .. �� Y ����� ,�— � ' y "'L'' J4Yy{�Syt� 'F � �r �aM 3i � f • ,7 y y '•'�jtP -��}� Tt� �' "'".r;+,.,�' ,� S"Gt' zd •F ` "'?tins,"' 1 r _ & ^ £ le r �. ct:;,. �kS3��$ '' ��� .i .s+ '` r 1�+� w 2 `.,��r.. r r � k + n�' j r�i,,.a..y,�• - _ Q . t„ ,r`. „, x (fie ,'tr�.4i �H�t �yiid� � •` � 3i` r �`�`r r ..y • s:.•t- r" rt +r t¢?g +� "rY .� �n �S rrr t�p � � �J . f • J i 'Sri - . •s$k t � £ 4, �b R JF S�• +: � .;) `�. �'`: ,.. A F CxKzfcFS"a Cy °4}Yyn s` �g ♦� M 3r, h, a� {" ,� rk c 8� �� €,`� � .+.;;�� ° :}, a � 5 e . ♦ � # i : i •• � 1 ( — 176.00- T OD 0 0 O I Q o I (All (All O Z (D N I O ' 125.00'. 85 p 174.35 rn 32 � # 8903230"E o lo / ^ G z U o D iST (D o w i OK O 9'52'5 ( N "' N N • I Utility I I I S !� Easement $r c i to Z F I O JISITION ( 0 8 89.03 N8953'36 "E W • �, iii � � t BUIL DING SETBACK� G i �- �I 3wN U °I of I I \� oldr) 5 �jYv �. h8 �ifi th�riz� •xa B�iQt�iiB'"�@ ���� �� � M.+w � t�v qq �fiT>• �� D 4£ r Y � �Y �' � ;i f �S7 ' :.Y t l� ,any �arram +ss ioA eras A � s �'Z A y l V 4 T r Nl that me ® impson Engineers, Inc. CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road - Spokane, WA 99212 (509) 926 -1322 - Fax: 926 -1323 TO: SUBJECT: , Ss }� DATE: a(2— l93 l exl t S Q n� r: YL o .N� LY G _ S. o- 3 2 -91 - s tb+7j �4 MAR o 2 j p awl ' 6'l i'sR 4;4.ttFii E `:t @E'ftl''c s.ae u) Z v 0 0 J L,, E � 2* Go 1� �Lc e�;tjE-� F FT`s' rE:�-r lip• gto FP'P . PF µ�. � r�''�it -apt -� i � h���► -�Pi.L �t= ��OLFG�i f�'� (�'�•} -`� t3 -�-P� P 1 `� (' I r t bP'p- f'��,fi�) f�G� Pv�P"IPt� PI t-t ' +f3 G 1 o Q GUp't� 1 �� L ! r'E�f' �f�°'! Lt;�(i f3 /�I L�(�f -pfiY 1 !G �o6t 2 G�°L pv T Ep 45 i lat�1(r� t amp 'GOh�i'�TP G�f� pf' p�J I rk po T s 9i 2l YNujP rz�!a�ti 'N�� t �� f' ''�i �5 6141 pr - F 2* Go 1� �Lc e�;tjE-� F FT`s' rE:�-r Found R.R. Spike Per Mid-Val ley Business Park E% P P% M A AW N 1CUXAiiuN Found Brass Cap Per Mid -Valley Business Park Ll KNOW ALL MEN BY THESE PRESENTS, that John M. Snead III, Childrens Tr JACKSON AVENUE ust, also John M. Snead III as 1890.00 S89 W 76786 as. his separate estate, William J. Lawson and Carol Lawson, B.R.G. a Washington General Partnership, -0 1 --09'32'30"W g o North Valley Business Park Phase 1 a Washington General Partnership, H.B. Development Associates Inc. 612.69' 'Northwood Properties Inc. a Washington Corporation, Bancshares Mortgage ?�4-ros mm-INED a Washington Corporation, -187.69 249*00 176.00 Company a Washington Corporation, A. Jo Postell-Young, and U.S, Bank of W al 8 VIRI -9T tility Easement 0 ashington Nation _3 - 64.17 6 0 ation, have caused to be platted into Lots, Blocks and streets the land shown hereon; to, be known Associ 00 as Binding Site Plan #32-92 and described as follows: A - 109 89 61 0 AUDITOR'S CERTIFICATE 'D R = 25.00 dI �u Z That portion of the South 1 /2 of the South 1 /2 of -the Northwest 1 /4 and a portion of the Southv, est 1 14 Filed for record this T = 35.25 OD 0 0 * _ day of 4 "37 E (R L L = 47.70 : tl . 9 0 0 of Section 9, T.25 N., R.44 E.W.M., described as follows: 1993 at M. in Book of Plats on Page 2' STREET N 32 0 9 Ci ro 0 at the request of DK lip o Begin at a point which, is 641.55 feet North and 20 feet East of the West 1/4 Corner of said St�ction 9; DEDICATION N 32 E (R�-, 0 04 cli 0 thence N 89 1870-00 feet along the South right of way line of Jackson Avem;t:.�, thence 4 1`0 to Z S 00 386.46 feet parallel with the West line of Section 9, to the True Point of Beginning, y right of way line of Montgomery Drive; thence 6' 1 P1 - -ontinuing 'c", \ 0 > S 00 256.56 feet to the South line of the NW 1/4 of said Section; thence. S Ou 0 13'1 7"E, I X '"S I 0 which is also a point on the Southwesterl A" 38.07' 04 . � \ �b 125.00' 10 ALCKWO) WL ED uEMENT 3 3 .37' 2 INGRESS EGRESS 662.92 feet parallel with the West line of the SW 1/4'of Section 9, to the Northerly right ot way line of i P 5 3'3 5 "E\ 76.14' 115 89 Q 115 the Spokane International Railroad; thence S 80 3"E, 779.79 feet along said Northerly EASEMENT 174.35 1 line to the STATE OF WASHINGTON SS ILITY EASEMENT---J1 N89-32 30 E 30' .1 East line of the Southwest 114 of said Section; thence N 00 364.62 feet along said East line COUNTY OF SPOKANE UT -,Z QO id :1 0 . tn 10 10) to the Southerly right of way W Montgomery Drive; thence N 26 68.00 feet to a point on the 0 - N89*32'30'E !2 425. K) . Do P 6 0) 0 Northerly right of way line of Montgomery Drive 30.00 feet West of the East line of the Southwest 1/4; On this C3 116.84� 308.16' C Z day of 1993, before me personally appeared Gary A. 0 I Z 4 thence N 00 372.11 feet, parallel with the East line of said SW 1/4 to the South line of the Swartout known to be Vice President of Bancshares Mortgage Company, a Washington Corporation, who Ilk Ln (0 0 0 NW1 /4 of said Section;.thence WOO 0 08'1 O"W 404.22 feet. parallel with the East line of said NW1 /4 to executed the within and foregoing instrument and acknowledged the q I same to be his free and voluntary 0 b 0 a point lying S 00 259.50 feet from the centerline of Jackson Avenue; thence S 89'32'30"W, act and deed for the uses - a . nd purposes herein mentioned. The officer on oath stated that he was \? - 6. 1 15 1 I Z S 88* 1 0, 0 R 01 1 1 1 125.00 feet parallel with said centerline; thence N 00 O"W, 229.50 feet to the South RM line of authorized to execute the said instrument and that the' seal affixed (if any is the corporate seal of said I SEE DETAIL "A" 5 716 07 .0 A 11 1 . 1� . 0 Jackson Avenue; thence S 89 612.69 feet to a curve concave to the Southeast having a corporation. DETAIL radius of 335.88 feet; thence Southwesterly through a central angle of 38 an arc distance of (n CARLISLE 224.68 feet to the beginning of a compound curve concave to the East having a radius of 25.00 feet; GRAPHIC SCALE (IN FEET) IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first 0 50 100 200 LANE thence Southwest and Southeasterly, through a central angle of 108*57'29" an arc distance of 47.54 above written. BUILDING SETBACK feet to the beginning of a reverse curve concave to the Southwest having a radius of 1030.00 feet; 4 thence Southeasterly, along the Northeasterly R/W line of Montgomery Avenue through a central angle of My Commission expires Found 1/2" Reber with A 8, C Cap as 6 1 - 100 Z \ I I/ Z 261.61 18 an arc distance of 334.99 feet; thence S 39 50.26 feet; thence S 88 the W 1/4 Corner Sec. 9 At - . I N) 76.14 feet to the True Point of Beginning. N89*52'05'E RPs \ ,--- \, 7Utility Easement/ CX C, if X on south end of curb drop N 60 W, 31.19 r-n �DRAINAGE EXCEPT Montgomery Drive. EASEME*f Notary public in and for the State of Washington FOUND 11/4" IRON PIPE Situate in the County of Spokane, State of Washington. Residing at Tack at To g i n P P. N 85-W, 2Z75 Washington Reber with red control cap South 35.71 PER MID BUILDING ilo 30 X on chainlink fence post S 45- W , 36.84 SETBACK BUSINESS PARK N3 No lot shall be further subdivided for the purpose of creating additional lots, ownerships or leased parcels without first filing a replator altering the final binding site plan. 7 10 11 7 2659-54 Side yard and rear yard setbacks shall be determined at the time building permits are requested, except /Z DRAINAGE EASEMENT V Cuu N89*,35'46"E � Ease nt 9 that some judgements may be made on this final binding site plan document as to side or rear yard N P/L EMEN T me N 1 1�' utility t p Easement-'I status. The setbacks indicated on this, subdivision may be varied from if proper zoning or variance STATE OF WASHINGTON )SS approvals are obtained. COUNTY OF SPOKANE The public water system, pursuant' the WATER PLAN approved by County and State Health authorities, (0 bo CURVE DATA 8' FUTURE Ln Z On this day of 0 ACQUI ITIO� the local fire district, County Building .& Safety Department, and water purveyor. will be installed within - T 41 1993, before me personally appeared Larry M. Leach' C:1 C� 8' FUTURE ACQUISITION 1 0 this Binding Site Plan, and the subdivider/sponsor will provide for individual domestic water service as known to be Assistant Vice President of U.S., Bank of Washington National Association who executed the 89.03 1 a 'well as fire protection to each lot prior to sale ot each lot and prior to issuance of a building permit for within and foregoing instrument And acknowledged the same to be his free and voluntary act and deed for N89 "All B's D" Oil L4 I each lot. the uses and purposes herein mentioned. The officer on oath stated that he was authorized to execute the BUILDING A = 50 22 49 0 15'1 2" 108 1 SETBACK said instrument and that the seal affixed (if any is the corporate seal of said corporation. k�) �. I I �,-, . I ::� WARNING: Spokane County has no responsibility to build, improve, maintain or otherwise service the R = 365.88 1000.00 413.59 25.00 (n ID I I I I -a- - private roads contained within or provide service to the property described in this binding site plan. By ock L 0 & T, = 172.34 199.87 189.59 35.02 0 �" I ro accepting this binding site plan or subsequently by allowing a building permit to I be issued on prope My commission expires N I I I rty on 322.12 394.55 355-53 47.54 ro L 9 a private road, Spokane County assumes no obligation for said private road. and the owners hereby 0 BUILDING acknowledge that the County has. no obligation of any kind or nature whatsoever to establish. examine. SETBACK Notary Public in and for the State of Washington' survey, construct, alter, repair, improve, maintain or provide drainage or snow removal on a private road. Washington rn ! 01 (a Residing at E' N � a) This requirement is and shall run with the land and shall be binding upon the owner(s), their heirs, e- 01 4- 0 01 0 rzr successsors or assigns, including the obligation to participate in the maintenance of the private road as A = goo00 3 J)l provided heroin. UY \- - Y "'%FF1`C1ALZ0 R = 20.00 I:E -- The private road as shown hereon is a easement which provides a mea 1 ` 11 EWTY U Ins. of ingress and egress for those 2 lots within the subdivision having frontage thereon, and are subject to the separate declaration of I hereby certify that the required taxes on the herein platte I d land have been T 20.00 a V I I I L L 7 CV # 31.42 41*� . a / / I < recorded under auditors document C �9 Z 921?.08OZ35 which by reference is made a part paid this day of 1993 0 0 hereof. 0 0 0 A public sewer system will be made available for the binding site plan, and individual service will be Z 0 SPOKANEEOUNTY TREASURER Co ovided to each lot prior to sale. Use of individual on-site sewage disposal systems shall not be 0 pr Examined and approved this day of 1993 authorized. io Utifit CO . W y Use of private wells and water systems is prohibited. -Z :,,i Easement Z The plattor does hereby dedicate forever the streets as shown hereon for public road purposes. �El LI rer BUILDING W Spokane Counry Treasu 4 SETBAC : ")I --ul L, G 0 co 00 (n Drainage easements, as platted and shown hereon, which are for the purpose of installing, operating and LOT AREAS c; w maintaining drainage ponds and drainage facilities to dispose of runoff are hereby granted. The County of L4 SPOKANE COUNTYASSESSOR 0 N11M 3 0 0 0 LEGEND 14 0 1 0 IN - W Spokane is hereby granted the right of ingress and egress to all drainage easements adjacent to the public Examined and approved this day of LOT BLOCK GROSS AREA NET AREA o� p% C, 1993 (3; A! U) 0 ZZ N right-of-way. The property owner shall maintain the drainage ponds with a permanent live cover of lawn CD, Cni 47,783 sq.ft. 46,883 sq.ft. 1 0 turf, with optional shrubbery and/or trees, w do not obstruct the flow and percolation of storm (0 drainage w1ater in the drainage easement as indicated by the approved plans. Spokane County Assessor = Set,1/2" rebar, cap 1 8642/9967 2 1 48,524 sq,ft. 43,112 sq.ft. 0' UTILITY The property * owner or his representative shall inform each succeeding purchaser of all drainage 2 or as noted 3 79,832 sq.ft. 75,405 sq.ft. 'EASEMENT 11 ". oj e = Found 1/2 rebar, cap 8642/9967 Utility asement 6 0) easements of the property and his responsibility for maintaining drainage facilities within said easements. 4 45,544 sq.ft. LL SPOKANE COUNTYENGEVEEI? k�q - .N , -, The owners of Lots 6 and 7 Block I shall be held responsible for keeping open and maintaining the path or as noted M - 5 27,905 sq.ft. 24,277 sq-ft. f f, -made drainage flow over and across the property. Examined and approved this day of 1993, Subdivision boundary Lu of the natural or man 6 42.180 sq.ft. 38,760 sq.ft. UTILITY EASEMENT - Set R. R. spike W/X 7 36,480 sq.ft. 32.974 sq.ft. an approved lot grading plan exists for Lots 6 and 7 Block 1, grading must conform to said plan on file in S �26'1330 5 the County Engineer's office. 8 35,610 sq.ft. E a- Spokane County Engineer Sou-r Individual drivewayaccess permits shall be required prior to issuance of a building permit for-driveway A one second theodolite and an 9 37,856 sq.ft. ------- LINE I approaches to the County road system. Driveway approaches shall be Constructed in accordance with the 10 46,492 sq. ft. 45,075 sq.ft. U. P 7 1 4 approved plan on file in the County Engineer's office. SPOKANE COUNTY UT[LITIES EDM were used for this survey R. .7 1 82,377 sq.ft. 75,403 sq.ft. This' Plat is subject to the separate Declaration of Restrictive Covenants recorded under auditors Examined and approved this 2 41,206 sq-ft. III day of 1993 A field traverse was used for document No. which by reference is made a part hereof. this survey 2 2 57,540 sq.ft. ty) 0 3 2 103,764 sq.ft. Utility easements are provided.as shown hereon. 4 2 83,353 sq.ft. --------- --- Spokane County Utilities Director 5 2 73,401 sq.ft. SURVEYOR'S CERTIFICA TE Found copper wire in concrete in monument Case as the SW corner Sec. 9 6 2 65,41 sq.ft. --------------- SPOKANE C0UNTYPL4NNL1VG R Ps This map correctly represents a survey made by me or under my Examined and approved this day of 1993 X on north bolt of F H. S 30 W, 39.60 direction in conformance with the requirements of the Spokane Tack in P. P. S 50 33.11 County Short Plat Ordinance. X on chainlink fence post S 55 , 77.74 E. Department Director Spokane County Plannin, Charles Tub d L.S. 9967 f SPOKANE COUNTYREALM 2655.94' Z 'LIP " IN WITNESS WHEREOF, I have hereunto set my hand and affixed my seal this Exatined and approved this day of 1993 - S89'25'38 _,day 16 of 1993 1 16 ' 7 Found copper wire in concrete in man. case as the S 1/4 corner of Spokane County Health District Officer Sec. 9 EXPIRES 71 P Eff it I,^ R Ps RANDY J. KLOETSCH WILLIAM E.PULLIAM JOHN M. SNEAD Ill SPOK4NE COLTNTY COMMSSMAERS ACK V WL IFUMEMENT Xon ERof curb S,65 45.90 partners in B.R.G. a Washington General Partnership Childrens Trust and his STATE OF WASHINGTON) SS X on center curb radius S 40 E, 39.12 This Plat was approved and accepted by the County Commissioners of Spokane E, 37.50 Separate Est I ate County, Washington on this day of 1993. COUNTY OF SPOKANE X on S. f lange �bolt of F. H. N 50 On this day of 1993, before me personally appeared John M. Snead Ill, ChUdrens. Trust, and also John M. Snead as his separate estate, William J. Lawson and Carol Lawson husband and ROBERT A. BONUCCELLI THEODORE G. GUNNING Spokane County Commissioners Chairman % wife, Randy J. Kloetsch, and Wi E. Pulliam partners in B.R.G. a Washington General Partnership, A CKNO WLEDGEMENT President North Valley Business Park Phase 1 President of H.B. Development Associates Inc. Robert A. BonUccelli known to President of North Valley Business Park Phase 1 a Washington General A Washington General Partnership President of Northwood Properties Inc. STATE OF MONTANA )SS FINAL PLAT Partnership, Theodore G. Gunning known to President of H.B. Development Associates Inc. a Washington COUNTY OF /iqi Corporation, Theodore G. known to be President of Northwood Properties Inc. a Washington Corporation, as,the individuals who executed the within and foregoing instrument and acknowledged the IL I oo separate person who executed the hin and foregoing instrument and acknowledged the same to be her M same to be their free and voluntary act and deed for the uses and purposes herein mentioned. The officers LARRY M. LEACH GARY A. SWARTOUT TA 1 32-9 On this co day of 1993, before me personally appeared A. Jo Postell-Young as her ` - 0% 1 T E P LA INI # b IN Li on oath stated that they were authorized io execute the said instrument and that the seal affixed (if any) free and voluntary act and deed for the uses and purposes herein mentioned. Assistant Vice President of U.S. Bank President of Baccshares Mortgage Company is'the corporate* seal of said corporation. A PORTION OF THE S.1 /2 OF THE SOUTH 1/2. OF THE NW 1/4 AND A IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first f PORTION OF THE SW 1/4 OF SEC. 9, To 25N., R. 44 E.W.M. -IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first 411' I M6�7 -- . I above written. X above written. WILLIAM J. LAWSON CAROL LAWSON UNC A. J�'POSTELL7YO 1 7' Founded 1946 3'15 My commision expires My commission expires Nortary Public in and for the State of Montana BA S1S BEA-PING son Engine ers Im Residing at .... , 1,JJ,,1t4- L Montana IM P Nortary Public in for the State of Washington The bearing of N 89 aiang the cente CIVIL ENGINEERS & LAND SURVEYORS Residing at dine of Jackson Avenue, as per c 0 '41� Q 01)s W 19 C71 01 e n t J-'I Washington ounty roa d project No. 1389 wais� used as the basis of beariAg f N.909 ARGONNE,ROAD or this plat bKA sP NE, WA 99212 PH 926-1322 , - " �_. , � I � I I . I � I I � . I I I . I I I I I I I I . I I I � I I . I � � - . . I I d R. R. n ss Park . � ! I I In I I I I . I I I I . . � I I I I I - Foun I : � I I I I .1 � � , I � I � I . I . I I I . . I I . I I I � . C A mmg^N � I I I I . Spike Per Mid-Valley Bu*si e I I A%EDIAAIIV I I � I I I Found Brass Cap Per Mid -Valley Business Park ----" I I I I L/ , I I I I I � I I I � I � I I I I I I � I I I � I I I .1 . I I I- . I I r I 11 . I I L I I I . I KNOW ALL MEN BY THESE PRESENTS, that John M. Snead III, Childrens Tr I . L I I 1 : I I � I L I I I - \_ . I ust,. also John M. Snead III as L I I L I I I - 11 L L I � I I , I I I - - S 89-32'30"W I - dACKSON AVENUE - - 76786 - - "I 11 L . I L � .. � I I !,- _[ 1 1890-00 - - � ---Wm , __,n1_ 1 -- I I as his separate .estate, William J. Lawson and Carol Lawson, B.R.G. a Washington General Partnership, I I I . I I I I I - ______ __ --- - w - . - \ L � L I L I I ''I LL I I ------- 1___� 0 �89-32 L 6 ' � 2 - I North Valley Business Park Phase 1 ,a Washington General Par . L I I . I . I � L I I L I . / T - F - I ------ -_ L I L 1 ,- L.- K) - - '30"W - - � I tnership, H.B. Development Associates Inc. , I I : L I I I I L I I r I I I %% .-� r , 1 12.69'- — — — ____� I I I I I � . I I --- Z %% - -_ —.,,— I I L - I L I I ,,,.roB I L - - - I a Washington Corporation, Northwood Properties Inc. a Washington Corporation, Bancsha . . I I I L I I . . L I I L I I 1. L I , I _____1 I __� I 1 187.69-- _ _ - - 249.00 - - - - - - - __176.00 - Z res Mortgage . I L I . — ._______�, '-- Z ,- __W__ - T I Company a Washington Corporation, A. Jo Postell-Young, L and U.S. Bank of Washington Naticnal I I . I . I Z - - - -_ 2T - - 0 Utility Easement 2) 0 L tL � I I I � I . I I I 11 I I I I I I I --- , N38 / I t) , G lu I Association, have caused o be platted into Lots, Blocks and streets the land shown hereon; to be known . . I L I I "I I � I I --_ L I ,-ft ____ -,- - - - 'R - \ �_ I D:_ C � I .. . I I P- I . . L I � I I .1 I . . I I L I I I I � I I I I I - I I I --- '�'� N_3& ' 1-1 64.17 0 as Binding Site Plan #32-92 and described as follows: I I I I I I I I I I N. I I � � . . ____ , - L . . 0 1 L I 11 I --_ `�. ��__ 11_ -_ 1- OD . I I I I I I L . I � I I I I I I I , . I L I I ____ e l '*, -Z A. 109 1 --N89*32'3�' I I I __: I * I I L I I I I I � I I . I I I . L I � I I . I I I I I I I __� '*�� 11 ,/,///,, 01 I I L 0 . a I I I I I 1, I . . AUDITOR'S CERTIFICATE I I I I L 1. I � I I 11 � I I I I I L I I L __� %%. 0 '. t ( R = 25.00' 1 C51 1 L W _Z - - I That portion of the South 112 of the South . 1 /2 of I the Northwest 1, /4 and a portion of the So I I . . � I L I I I LI I � 11 L L I L I . L I I , I t L I I I I I . I � I I � ____ . 'O \ �� T - 35.25 OD = 0 1 1 0 * 1 . !.,��. uthvvest 114 L . I Filed for record . day of 4 . -11, I I I . I IL I I , ' 'L '\ I L ___1 ,j�, , I - 9 0 0 1 X of Section T.25 N., R.44 E.W.M., described as follows: 11 I I . 1 at .M in Book, of Plats on Page I . I I I . , , - I I I I I \ - I u) , I ' I . I I e LL . I I I . I 11 I . I I ,\ 2 , STREET / . ,� L I - - I ") 0 1 L I L I I I I . \ I . I N32 ) _�.<- ,- I , , ,.� 4 , / 1 8 1 0 (? d L I . 11 I I L L L I I 1 1 %4 ,- 1 � � Q�b _o M I I . Begin at a point which, is 641.55 feet N � at the request of L I I . 1 I I I I L . I L '�\ .. / bt I I 0 (D N 01 . orth and 20 feet East of the I L . I I L \ � lip I I I West 1/4 Corner of said'St_�ction 9; . I . I L I I ,,� N 32 1 " E (R Z I . I I I I I I I .. I I .1 I I I I ,� DEDICATION ,/ . . L - - - - - / CV , 0 (M Na L I I L I L I L . I I I . . I � I ,� \ .t�- , , -1, I 0 thence N 89 1870.00, feet along the South right of way line of Jackson AvenL, thence I I I I I I I - , I I'll I I - 11 LIL I 'Lo 11 .// I 1_1� 4 rQ I 1 1 I L - .1. I . . L 11 -L . \ I X_,4� 3 (n 1 , L I I L I I L I I . -1 \ L () . *1 � IX ,�F,/� I I . I L I I I L t�, " \-� . to I I I I I . I I L . . 11 N L, � I I I . S 00 386.46 feet with,the West ne of Section 9, to the True � L I 1 1 I L I I I . I I I I // ,, L I i s " M I I I I . Point of , I . I I I � . - I L I . I I � I I I L L L I I , .1 / � IL I 'I-, N N I � / I (61 I C71 I I . I I . 11 I - .1 . I I I .. L L I .1 I L \ - - '10 .a ", 6'. 1 .1 " , ,. ". � 4 �A f � . 0 1 which is also a ,point ,on the Southwesterly right of way line of Montgomery Drive; thence --ontinu-ing I � . L I I I . I I - I . I 1 L I I � I L I CP 1� ., I I I / I I . I ,� I I / I I I I " 0 1 1 0 , 1 1 I I I I L L , I I 1L " I L I I I I �Pl/ - - I N I � I I > S,00 256.56 feet to the South line of the NW 114 of said Section; thence S OC)LO 13'1 7'E, - I . I I L I 1. � I I � L N1 _1 ;_ � I 11 I I L I I � I I I I I - ' ., I 11 . : OI. L - \ ,- 38'0" _L < / I I "N, L� .-, �b ' 1 04 r I . 125.00' 1 a I SW � 1 j4_ L I - ACKNOWLEDGEMENT I I 11 L � \_ - . 7 \ 1 662.92 feet parallel with the West line of t of Section 9, ,. to the Northerly right ot way ljnE� Of I I I I I 1, L . I I L I I I I I 1 3.37- �_ 38 L I L I I "_� 11, , . , 2 1 I%. I I I I I , he L � L I I I '. L ,P,9*52'35"E\ 75,14 \ . I ,\& \t - INGRESS EGRESS . - I I I I I � I 1, 11 I I I I I I L 11 i I/ , . 1 9 1 115 15�- -z-S89!32L,30"W] I . L, 'I', . I I I I 1 I L � 11 - I 11 - I I I I ,Z, L, I 0 \ I 0) I the Spokane International Railroad; thence S'80 779.79 feet I I I I I I I 1 "I I L I I I.. I I I - L I 1 ,1.17' _\ L I . I . EASEMENT 35 1 L along'said Northerly L line� to the � STATE OF WASHINGTON )SS I I - I I � I 1 1 I - I I I I I L I I I I I �, I',' I �,_ . � I I 1 174. 1 1 1 1 1 1 , � - I . I . I . I . . I I I I r I I . � L I i5l. 11 . I L I \ I I I I . 15 N89032-'30"E .1 ,,, East line of the Southwest 1/4 of said Section; thence N 00 364.62 feet along said East line COUNTY OF SPOKANE L ) I I I I . L L I I �i� I L L � " I I I 1A . I ,�, _ L UTILITY EASEMENT 0 0 . I ,, I L I I I . L . � I I I . I I L I I I , -3 I 1.1_�\, I - - - -_ - 8.00 f L I I I I 11 L I I I , . . I 3d � I I I � 11 � LL1 L : , I L L \ . -_ ) " _' ., 10 0) . to the Southerly right of way of Montgomery Drive; thence N 26 6 L . I . I . . � I 1 1 1 I I - I I I I I 0 ,Z � -f- \ Z I Lo N89*32'30'E 9 J'25.00- 1 � � -12 �� - 1 - I cn . I I I I I eet to a point L on the L I L � I L L I I ' I I I 1 I - I I I I - . I I � I I 1 1 I � I , . . . I L I L I . L I - - �, . I L. 11 I IL � I I I I I I I CO P "I �, I I I \ \ - ^ , . "\ Z - Z Z 11 6.8 308.16' 1 W . Northerly right of way line of Drive 30.00 feet West of the East line of the Southwest 1/4; On -this day of 1993 before me personally appeared , Gary A . I., I I - , C, 0 1" I / \ � L I I . L I I I 1 1, I I 11 I - , Z I I f L I ,� I , _� A Z, Z - 4 1 thence N 00 372.1 1 feet, I - �' L � I L I L I 1 4 1 0 . \'� G1 N 0 � I I I I I V) I " , I I I I L . I I I 0 1 .. I I . 0. . � \ , \1' . . I I I I I I . I I I I I I " � . 1_: 0 . L L �, I ;,,, - . . I 01 , parallel ,with the line Lof said SW 1/4 to the South line of the Swartout known to be Vice President of Bancshares Mortgage. Company' a Washington Corporation,.w I I I - 11 I I I CD . L I I I I \�_�� \ I \ -b" . . �. I 0 � I I L . I * I I . ho L " ., I I I I L I \ I . I L I I I � I I 'L I I �0 0 "��, L .. k� /I . NW1 /4 of said Section; thence N 1 00 0 08'1 O 404.22 feet. parallel with the East lir�e of said NW1 /4 to executed the within foregoing' instrument and acknowledged the same to be his free and voluntary � I - I I I I 1 I ''I 1 I I I 1, I � 0 1 L L . I / Z .1b Z I L . " C � I I . L . . I I � . . I L I I I I L I � \ 7ra. 1 4 - \ __\\ V"�t� " 0 I a point lying S 00 259-50 feet from the centerline of Jackson Avenue; thence S 890321301W, Ct L I , I I � � I I I I I V 1 0 00 1 . L �, 1 I -1 I I I L I L , , I \ L I . . , I V. I - L L . a and deed for the uses and purposes herein mentioned. The officer on oath stated that he was - . I 1. � L . I I . .� , I a Co I I L ' I I I I I . 1 I L IL I I I I L I ' 11 1 S88 - 61- -, 'I- ,/ 0 - � 1 1 25.00 feet parallel with said centerline; thence N 00 0 08'1 O"W, 229.50 f e t to the South R IL _L I . L . I , I'll I L 1 , I I I . I\ 5 3r* I I b - I I e , I � ,�, I ,L',, 1 I 11 I . I I I � �i . I , I, I I L I L SEE DETAIL .07 .0 I I I I 0 1 1 9 I I I 11. 1W , line of authorized I to execute the said instrument and * that the seal aff ixed (if any is the corporate of said L , I L . , I I 1 I L I I 1 1 , : I I I . I t / 7 /<1 d .� - q, I Jackson Avenue;.thence S,89 612.6 feet to a curve concave to theLSoutheast having a corporation. L' L . I '' I � I . 1 1 1 1 1 . I I - ,. L I I 1 1 I I I \/ \ -11 I I . L I- I , I L L 1 1 . . . I L L I . . I . .. e'. #11r� I L SOUthw ' I L I I L I I . . I . ''I I I I - 1 .1 1 -1 I I . - I I � '' 1 1 I I DETAIL ' :A " L I . I \ I . \ 10 tj,' % ro L .-P L � - � 11-1 I �� . I radius of 335.88 feet; thence I I I I I 1. I I I I L I I I - I I � I I ' I , ' I " . I I I I I I I I � I N � I esterly, through a central, angle of 38 * 1 9'39", an arc d'istancE of - I I L . . I I . . I I I I , . I � � L I I I L - I'll. L � I �, I I I I I I I I I (n \ 16 \, ,Z, ,V !1b . / .11 \ CARLISLE 224.68 feet to the begin L ning of a:compound curve -concave to the East having a, radiu I s of 25.00 ff.�et; I I I I I � L I I � I . -my 1 . I "I I 11 I �, I I � I I I I I I L 'i I 1 . 1 � � I . .. I 1. . I I I I I 1 1 L I I 1 I I I I I . . I I \ 0 I \V 'A �q . .11 L ___� . I I I . I I I I � IN WITNESS WHEREOF, I have,he nto set hand and af f ixed . : L �_ I I I I I I I - .0 ... 1 7 1Z I ' L I L reu . my of f icial seal the day and year 4irst - I - 1 I I I 11 I I , . I I I I L I I I . "I I I . GRAPHIC SCALE (IN FEET) 1 .L L \ . 11, ql� L // /_11 V '1� ,LANE I L I thence Southwest and Southeasterly, through a central angle of 108057'29 * , L an arc d I istance of 47 54 ' 'a I bove w ' I . I I L I L L I I I I I I I I 1: , � I L I L L *11 ��_� I I I I I I I . � I I L I L I - I I I I I , , , . I I I I 0 50 100 - 200 1-1 _a �I \ _� �\ I L . I . I I I I I L �L I I I - I I I I . I I I I I I I I "I I BUILDING SETBACK ---�,, �, ./"PZ ..-� )l feet to the beginning of a reverse curve concave to the Southwest- having a radius of 1030.00 feet ; L I I � I . . I L . I ., I 1 I I �, I I - L - 11 , I I I L I I I I I I . I L_ I , I I I I L - " N \,50'-I - I I .;, , L I I � . L L I I L I 11 I . I L I - 1 I I I I . 1. I . I I I L I I L 11 I - "I, I I I � L I . ILI L I I L I I I I L I I 1 "IM109 1 L I - - \ Z - I � 0 1 thence Southeasterly, along Northeasterly R/W line of Montgomery Avenue through a central angle of I I I I I . I I L L I L I I I I . I L I I 11111111111M I I . L I . L I . I I I I My commission expires I . I . IL L . I L . I � I � . I I I � I 9 / , Z / I --- I I � I I I Found 1/2 Rebor with A a C Cap as a 6 _11. L . I - . I I . L I I I I I I I I � 11 . I I I I . \ Z \ // I , 261.61' 1 18 an arc distance of 334.99 thence S 39 50.26 feet; the ce S 88053,35'W I . .1 I I r I I I I , I I 1, L I I I L I L I 1 - 100, * . LL I � I I/ At- I -_ i\) I I I I I I In I L I - I I I I - I I I I I I I l, . � I L the W 1/4 Corner Sec. 9 - - L I I I L L I . . I � I I :I- I L . I � 1, I I N tility Easement _E , N89'52'05'E I W 1 76.14 feet to the True Point of Beginning. L I L I . I I � . I L I . . I I 1 1 I . L I I L L I I I I L - I I " N \1 \ \" �17 U / /":P, -<,. I I , L . L I I I I I I . � L . I , -, I I I I L I . " I : I L I I L I I I I I - . I RPs I I - I I I I 1-1 ,t x �� "" - - __ / I I I L I I I I , . I I I I I . I . I � I � I . I I I . L . - L I I I I I I I . I I I 1 I I L . I (TI I , . � V, �\ RAINAGE . Z / EXCEPT Montgomery Drive. I L I . � � � 1 , . I X on south end of curb'drop N 60 W, 31.19 1 0) , .. # - I I I - , .L :, I L L L I., I . 1 1. . . I I I I 1'1 . I I I N \\ EASEMEN;( I/ . -i' - __,� - I 1, . I I I L I I I 'r � Notary p ublic inL and f or the State of Washington I I I I I I L � I � . I I , I I I 111, . 1 b , " I I L I � L � * L ,� I . - I I - I Tack a Tag in R R N 85 W , 27.75 1 �n I , a Q. 1W .; , � , I Situate in the'LCOunty of Spokane, State of Washington I I I . L Residing at . : L. , Washinqton I . L L t 1-�_, - L L I I � I ' I L 1 , � , \1 , \/<�� /I .. 41 I I I I L I I I I I I . . I I L I . ' % .. FOUND 1.1/4" [RON PIPE L . .1 I � � I , .' - ' L . . I I I I I . Rebor with red control cap South ,35.71 CI I I - I . I I L L � I I I . I- I I - I � I I - \ PER MID I I I I I I I I L L I I I I I � , L L I I .1 I I I 1 � 1 ;E1 I I I I I I I I � I I I L - . I 11 I I L I � I I X on chainlink fence post . S 45 W, 36.84 1 L I , * � ". \ \ ,- f. _�__Bu ILDING I r, :3d I I I ' IL I I I . 1 I I L . I - I I I I I . L I I . . I � � �.� . I - :1 L I L I I � .� I I 1. I I 'i� . I I I . , I L I I � . 1 SETBACK , BUS NESS PAF No lot shall be further subdivided for the purpose of creating additional lots, dwnershi ps or leased parcels I L L L 11 L I . . . r I L:,. . I I L � I I I I I I I . r I.. " I I I I p - - . , , ,�p . Z_ .1/ I I , I I I I . I I L I I I , I 11 11 11 L I � 11 11 L I I L , I I I I � I . I I . \ �\ \ - \ Ic % ul, A,�, � L . \ � N L I I I I � I I I I I I I . 'L .1 I L' I I I L - L . I . I I I � I \ \5V L Z9. :.. �&_/ / 1 ,/ . without first filing a replat or altering thefinal binding siteplan. - I I L . 11 I �, I . L L I I I I 11, I I r L I , I I I I � � I 1 L I I I �, 1 -1 I I I I " � L I � , I — — I L , , I/ 7L . I 10 I- I � I I I .1 � L L - . . , I � . � \ , I 17 . I I : I I I �: I , , , I I I 1 I I - __ I � - - - - 2659-54 -- I - - - I I �� \ \ , , * . * - I - 7 ___ Side yard and rear L yard setbacks shall be deterM ined at the Lti me building perm I its are requested, ,exci,,pt L � I � L - IJ ff I L L . I I I . .1 L � I I I I I I _L:1 . 'L L . I I I 1 Z:7 1 1 1 _. I \ , \ 1 1 I . I I I � t V , L I . - I , � . : _ I N89 / 'N' �-� A- A CA "'WLEDGEMENT I , , I , " I \\ .liAINAGE �, I I . . . I " I I L � I _Uti .fy I 1 � \ N I EASEMENT I I I 1 �1 that some judgements may be made on thi final binding site plan document as to side or rear y ---ird I I r I I I � I . \ , , I : - L I I I � . I . . L L I � . 1( i Easement I . " r u , utilitv r I I I Ls I . I I I I I I I I . I , I I .1 I I I I I L . I I L . I I I I I N \ \ I STATE OF WASHINGTON 'L)SS I I � . L I 1. I L 11 : :' ' - 'L I I I 1 " L - L I . L I \ \ , , X� - ent-'I I I status. The setbacks indicated on Ah I is subdivision may be varied from if proper zoning or variance . I L I I I L I I I I � I L I I 1 1 I I I � I I . L I I I L #46 60 tp ..- tasem I I r 1 I _L . I I L, IL L . I I I I . �, I - I I . . I I I I I I I � I . I L L I I I I \ b - � . I CA I approvals are obtained. . .1 I L I . COUNTY OF SPOKANE ) � � - L I I I � I I I � I L L I � I I I I I I . L I I I I I I I I . I . I - I L I I I L � � . I L 6% . I L� . I I I - � I I I L I , I L . I - I . I r : � I I . I I � .1 , , I � , L L I . I I . . \ \ I \ .1�b . . P I The public water system, pursuant the WATER PLAN approved by County and State Health authoriti as, . I 1. I � . L I I I - I I I 1 I I . Z rb I 00 I I � � I . - I L I I I L L . - I I I , I . L I 8' FUTURE \ � L (A Z � ' L I . . I I I I I I . I . . L ,.L, ' I I 1 1L. I I I -� ACQUISITIO� r - L 1 6 . the local fire district, County Building & Saf I . 11 L On.this day of L I , I L , rbefore me, personally appeared Larry M. I.e.ach L L I L . I -�m ' I , � I LL -1 I I I 11 I L I I . I _T \ I I I ,�' L . I 0 L I I ety Department, and water purveyor. will be installed wii. i I I I 993 1 1 I �� I L I I 1. I I 1 L L I I I I Cl) � 0 I I I I I ' I I I L L 11 I L I . I I . 8' FUTURE ACQUISITION 1 C3 this Binding Site Plan, and the subdivider/soonsor will provide for individual domestic water service as known to I be Assistant Vice President of Bank of Washington National Association who executed the I . I L . I . � . L I - I I . \ \ \ ' ' � . ., � � I I I 1 1 I I 1 9.03 1 OD ' within and foregoing instrument and - acknowledged the same tobe his free and voluntary act and deed for L 1 1 I - L I 8 well as fire protection to each IdtL prior to sale of each lot and prior to issuance of a building permit . L i L I I I . - I I � � 11 I . L I \ 8 - . . I for I '' ' ' I L I I L I . L . I I ' L I I 1 , � , IL -� I I - L I . I/ Z . , eA each lot. L . th stated that he was authorized to execute'the I I I - I I I I I I I L I I 'All I L "B" I .. C., I " D" I L I \�, N89 I the u and purposes herein nientioned. The officer on oa I . I � I r I L I I '', I L . L L I � BUILDING -) �\, \ \ \ -.,\ . 4 1 r I I I I L I I I L L . . - � I I 1. . . I I I I . I I I L I .50 22 " 1 49 108057'29" . 1 12 SET13ACK L ,\& 1OZY I IL I said instrument and that the seal ,affixed (if any ) is tfie:corpora seal of said corporation. . L I I I 11 �, 11 I I I A = L \ % \ \ 'O ,j�, * WARNING: Spokane County has no responsibility to bui d, improve, maintain or otherwise service � I . - I I I I I I I I L L 1 1 I I L I I 'D , '. >/ L I ole . . I I L . I I I L I . I I I I - I I I 11 (n I I \ I . - � . . . . I . L . . � L . I I L I I L . 1 25.00 L_� �'D . I � I I I I , Nzy )\�ep'-� 10.1 I I I I L I : I I I 4 I 1 1 I . I I : R - = 365.88 1000.00 413.59 1 \ \ _/ 19L private roads contained within or provide service to the property described in this binding site plan. By I I I I I I I � I I L I I � � I 1. I I I 0 ; I I . . I - I I I I I I I . I I I � I I L L 1-1 , , 0 1 1 My commission expires , , I I L I . . L I I 1 172.34 � 199.87 189-59 35.02 , I 0 1 1 1, N I I L I I L L L L . L I L T L = L I 1� 4 \ \ . IN accepting this binding site plan or subs6 on I I I I I , . . . L L L I ;-- __1 1-1 L I _quently by allowing a building permit to be issued on property L I I - - , � . , I . , I I L . I I I I L I 1 47.54 L I ro , e � L ' I I . I . I I I . I - I . I . � I I I I r 1 394.55 355.53 -_ 1 �, �� I I - I a privati§4 Spokane County assumes no obligation for said private road. and the owners _LherEby I I I L I I I I I I I L = 322.12 1 1 Qi I \ .\ . 9 2 - 1, CA - L , I I . L I . I I I -, I � L 11 I I . . I - - I � I . I I L I I I I I I < - 1 I . 1�1 BUILDING " --J 4 1 1 1 1 1 1 L . I I I . . L, I - . I I . I I I I I - - I \ . I SETBACK 3: W L acknowledge that the'County has no obligation of any kind or nature whatsoever to establish. exami, ie. � . I I . 1 Notary Public in and for the State of Washington I ,-� I . I I . I I I L I I I L . I . I I I I . I "4 \N) ,,� -"�, - 1 3: u l il " W I I L I . . I I - - . L L . I . I 11 I I I I I - I , I . I I ., I � . . . L I L ;Z g L C�l L , , , I r- - - - , L . I - 1 I . . I . . I I I I � � I . . \ ,< 0, ", , , I ,�) (O j4 - �) � I I L I � I I 1 L L Lt- r; , 6, 1 1 ' n survey, construct, a I Iter, repair improve, I maintain or provide drainage or snow removal on a private ro; J. L I I Residing at � , Washington I , I I . I I I I I . � I I 1 I I , I I I I . I I . I , , I L L �L 1 1 to E" I I I I - 11 . I . I \ I , 1- 1 1�1 � -N - to M 4 0 - .7 This requirement is ,and shall r I un with the land I and I shall b L e binding upon the owner(s), their he s, � L I I I I I I .1 I I I I - - - 11 L , 11 L I I . I 1 1 I ''I I I I 1 1. I r I e_ . I I ,. N 61 to U ,_ L I 11 I I I I I I I I I � I I r I . 1 . L I . . . L I -_ 4 1 1 . ,�, '-, 0 1 /_ _, I L , I I I I I L I I L I L I L I I I I I . I I I I I � . - J \ N" _', r --- , Ti . 1 C successsors or assigns, including the obligation to participate in the maintenance of the private road �, I I . I � I I L I I I I I I I .- I I I I I - I . I I L __ ,-- 0 " L - Cn - L 1 I I L , L I I - I I I I I A � g0 I , I I - provided herein. I I L I I I L , I ,_� I r L - I L I I I I 1, . . I \ I I � � I -_ V)l 9 , ' I ,--- . I L I L , I I I I I 1 �4 - . I � I I \ 11 � '1:1 1:*: - 10% I . . I I I I I L � I , - ,, The private road as shown hereon is a easem COWTY uFF-TCXALS I I . - ,. 11 R = 20.00 L I I � 1 1 1Z.51 v I - - I I - I � I f �_v \ \\ I , ft% ?;,�_' - I- I tl� I ent which provides a means of ingress and egress for th� I . I I = , I .. N- ,,�� �Pk . �,,( - -�,, n I : � : I - - I ,� . -r, I I 1 20.00 L I - I I L'� lots vvithin the subdivisio -;- - � , - iT' , I 1" e d taxes on th� I rf-trein platted lan I I I 1, I . I I � T I 1 al-4 \ , , i ',Is :--_ , .- ,-: - , � , _ I I I I L . , having frontage thereon, and are subject to the separate dec!ara � ,�,�',��, ( i;�ct I �i -, I I 1, L L I .1 L = � , \ - I '"' I � ,,:, - �. - � � -i , _11 I - I r _ . - -_ - I I I I I L I I . : I 5D �, - I - I L I I I I I I L I I I I 11 I , I L 1 31.42 1 1 1 1 L I . I O I I 0','-� - 3 (V % / Z <1 covenants recorded under auditors document #_a_Z I 2,0 ao Z3 5 which by reference is made a ,r , �� paid this day of 1993 L I I I I I L -11 C CV I I I � I 1 . . I I � L L I . I L . L CK il '1� I-, L zl�, �_ _1 � ff) I . - R� 0 hereof. L I I � 1. -_ I I . I I I I I I I 11 . I 11 I I I - . I . ,_� --- * 1 �, 0 I L L 11 I I I I I I 0 0 pu ystem will be made I I L . I - . I . - -) . available for the binding site plan, and individual service wi!! De I I I I I L I cu I _. I . I I I L I I I I I Z I I L ' I L . Cn I 0 . � -_ ____ - rn I I . I 1. 10 I I to SaI . Use of indiVi L dual . on-si I te L I I I SPOKANE COUNTY TRE,,�URIER I I I I L - I I I I 1 _� I CD provided to each lot prior a e I sewage. disposal systems shall not be . I - I I I I I L I I I L I I I L � 0 " I L . . 0 1 � L __� L ,!��_ W I I 11 � � I I Examined and approved this day of 1 1993 . I 1, I I I 0 M I I . I " . --- --- r-- - \ ()4_1 authorized. � I 1, I � I I I I I � . - I . L I � I I I I I L I I I I . L I I L I L I - 4�1_ I I I L I . I I - L I io I . - utility --- r Go I I :�- ,-- Use of private wells and water systems is prohibited. L L I L � .L L I I � I � � L L '. I r CA N) L I L L I L L . � I '1� I I I I . I I I I . . I I . I I � I :,J � I I " I Easement I Z , I L I I I I -1 I I I I I L L '' I � I L . , L p ' I I L I . . L 1 L I � I I . L I � -,I _P, I � I I I I . . I I _J_ The plattor does hereby dedicate foreyer the streets as shown hereon for ublic road purposes. 0 . - , I L . L I � . I - I I . I Lr - I 0 Lr�: - - 0 4. . I Spokane County. t . . . I I I . . I : . L - - I I . I I I El -_ I 0 1 L I I . L I � , . I . I I , I . . I BUILDING - L 0 L 11 I I L I I . ,L * I I 11 I 1 4 � _1: ZW5 . I I I I qt-,-� � ) 1- /Ke-V V_ I � I I . . I L I I I . I I I I , I I I I I I I I . I I 0% Im It , SETBACK 11 : c) r') '_ Drainage easements, r I I I I I . ff. ff L I L I I I I I I I I ' L .� .1 1 ' . : I I I I I L I 9 L � (8� "I I I co 00 0) as platCted and shown hereon, which are for the. purpos$ S �installing, oper ting i,nd , , L . I I I L . I - L L I � . .LILI L .., I L 11 11.1 1 1 I L' L No L 1. I . I LOT L A11EAzi 6 11, � I _, �n I (; (A , maintaining drainage ponds and drainage facilities to disp . SPOKAIVE COUNTYASSESSOR � I I . I I I I .,I ,. L 1 1 � I I I I I I I I I � - I 00% . CV1 fn -4 11 I ose of runoff are hereby granted. The County of I - � I I I I � I I 1 I I I I I I L L I . . I I I L � I L 0 N . C.4 of i L L I I . . I I - . 1 I - I 11 I I I I I I I ., I . I 4 . 0 1 0 1 , :: jD Spokane is hereby granted,the right ngress and egress to all drainage easements adja Examined and approved this I . I I I I I 11, I I I I I . L EGE . - 0) -- I 0 0 1 1 L cent to the public I ,day of L I . I I � : I I L I , LOT BLOCK GROSS ARFA NET AREA I ai p% C:1 0 .�! U) 0 I Z N . �' 1993 .I - 11 L 1, , I I I I . I I I I . I I I I 11 . I . I /,)-,a I/ (O . . Cn right The property owner shall maintain the drainage ponds with a permanent live cover of la fvn I . L . I L , I I I I I I I I I - I I " I L . . I I i I V I I I . 11 . � I _ L I I I I turf, with optional shrubbery and/or Uet L I I . I . I I . I L I. IL I 11 , . L I I I I I I 0 . . 5 ,AV? - I the flow and percolation of stc,rm . - �, , L I � I I I I � I I I L . L trees, which do not.obstr I I I � L I I I I I I.. � .L I I L I I I I I I I L I I I I I -1. 1 1 1 47,783 sq.ft. , 46,883 sq.ft. L I I U I t L L � I I L - . I L I I I I L I 1 � I 11 � L I - I I I I I � cl I I 0 1 M I :-- drainage wbiter in he drainage easement as indicated by the approved plans. L ' , I . . . I � I I I � I L I I I I L I I I I L L , I I I I I I I I L I I I I I I I- . I . I o = Set 1/2 rebar , L Cap J 8642/9967 2 1 48,524 sq,ft. . 43,1 1 2 sq.ft. I I (0 20' UTILITY J N I L!- The propert I I I L I I shall inform 6ach succeeding purchaser of all . , I drainage I Spokane County Assessor . I I IL � I : I I I � , I - I I L I . I . 1 1 I L I I I I I 11 I co EASEMENT y owner or his representative . I I L I �, � I ,- I L 79,832 sq. ft.' I Fa oi r1% I . - I I � 11 I I I or .as noted L 1 .3 1 . 75,405 sq.f I . I I I I I I I I I I . I I I I I I I I I Utility asement -� easements of the property and his responsibility for maintaining drainage facilities within said easements. L . I . I :':' L I I I ----------- I I - 1 6 140) , I I I I . I I I I I � L � _1*_ IL SPOKANE COUNTYENGLNEER I I � . I L I I - L . I I 1. I I L 11 I I I- I . I I I e L = Found 1/2 rebar, cap # 8642/9967 4 1 1 , L 45,544 sq.ft. I - \ __ I - I I . 1 1 The owners of Lots 6 and 7 Block 1 shall be held responsible for keeping open and maintaining the p,.,ith I I I L . L I . I I L I I f I I I I I L , .1 - I I � I . L or as noted - , L 0) I I . V - I I I I I Examined and appro ed this, . I I � L' I L I I I � 11 I I I I I I I I L I . 1 5 L 1 127,905 sq.ft. 124,277 sq-ft. - I I u of the natural or man drainage flow over and across the property. � � day of . . . 1 "I I . I'l I . I I I I � I I L I I L L I I -_ L " " : L I I I . I . , I I L I � . - I L I UTILITY I . I I I I - I L , : � I L " I I L L I I I L �, I- - . . I .....* approved lot grading plan exists for Lots 6 and 7 Block 1 , ,grading must conform to said - plan, on file in , , L L I , L I - , : I T � , . � I I L I 1 6 1 42.180 sq.ft. 38,760 sq.ft. N . . _--7".-,.t_ - -I" EASEMENT I / I - L I 1"'� I I I I L 12 I . I . I I I I I '� I I I . I . I : = .Set R.RSpike,w/x I 1 1 ____ I / I L - L I � : � " ,, L, I I L I I I I I L 0 - 7 1 1 36,480 Sq.ft. 32.974 sq.ft. 0",, ? � I � I I I I I . ' - I . " ". I I S8 P/ - . "I I I I '. i - I 1: . I � I - , ' I LL_ the County Engineer office. I � . I I I I I . I � I � I I - I I . I I . L ------------ . I L I . I I . L I 1, I . Spokane County Engineer I L � - I � I 11 I . I i I I I I I I I - I I L I L 1, . I 1 8 1 1 1 35,61 0 sq.ft. .3 E 725 "&- - I / Individual driveway access permits shall be required prior to issuance of a building permit for driveway I r.� , I I ' I I . . � . L I I I I 1, I I I - I I SOUTH I --- - / I L . � I . L I , L 'L L I I I I I � I L I I . � L I I L I I L, I . I I - � 9 . 1 37,856 sq,ft. ------- - __`:,__� - -9 , approaches to the County roadLS CO I � I I I L . 11 11 I 1 . I I -1 I I .. I � � A one second theo I -_ LINE - - _L I ystem. Driveway approachess L hall be nstructed in accordance with , -he � I - L . I I I . � 1 I I . 'I I . - .. ;;I .. approved plan on file in the Co � I I i , . I I I I I �' I I I L I I I I I I I I . L L EDH were used for this survey 10 I 1 1 46,492 sq.ft. 45,075 sq . ft. L I __,:_:_� � U.-t-R. R.. 1 7 9.7 - � . 11. I L unty Engineer office. L I SPOKANE COUNTY MMTES I L I I I I I . I � I I . --___t1 . I I I I . � I I I I I I L I I 1 1 1 82,377 75,403 sq,ft. RIGH-r-OF This Plat is subject to the separate Declaration of Restrictive Covenants recorded under audit:)rs Examined and approved this day of I . .1 I I I � . I I I I I I I L I I I I . I L . I , 1* ,_W4�, / � I I � I � I . I I L � - I I , L I I I 1 1993 1 1 1 . ,� I I I I L I 1 2 41,206 sq,ft. ----------7---- L I LO -___ document No. , Which b y reference is made a L part hereof. I I � I _� , I �, I I L I I L. I I Atield traverse was used for L . � _____1 N I I I I . I I � I I L I - I 11, I L 1 . I this survey I I 2 2 57,540 sq.ft. ------------- I I I I I I --- 0 reon. I I I I I I I I .1 I ,� I ,: : , . I I I I � I L I I I y ea I .1 I I L ' I L "L' I I I I I I I I I'll I I . I I I L . I I I L 3 2 103,764 sq ft. -------------- L . I I ------__ I . I I I L I � I I I I I I . I I I I 1 I- I . � � L 1. I 1 I 1, I I I I . I . I I I . I I �� ------------ � . I I . I I I � I I I Spokane County Utilities Director I I I I I I I I I I L, I 1, I I I I I'll . I I . L L 4 2 , 83,353 sq,ft. I I I I I I I I I . L I . I L I I I - � I . I L I I I I I L L - L I I --- I I I . I I � . I I - 'L I I I I I 1 ," : I I LL I . 5 12 73,401 sq.ft. I --- I SURIF CERTIFICATE , I I I I I I I . 1 I I L I L L I . . I L �11 I I - I I I ; � . : I - I - I I I I - I L � I L 1. I Fou nd copper wire in concrete in monument 6 2 65,416 sq.ft. ---------------- - - . I I , I L I I L I I I I I I I I I I I SPOKANE C0UN7 ' I I I . I I . I L I � . ., , I I I I I case as the SW corner Sec. 9 1 1 . I I I . L L L I I I I I L 1 1 �, I I 1 L I I- I I I L I , I L I I I I I I L L I � I ' . I - I I I I I I L I I I I . I 11 L 1, I R Ps I I I L - I I I � 11 . .. I L I I Examined and approved this . day of 1 1993 L L I . . - I - I I , I I I . . L I I I I I I I 1 . I I I L . I ; I I I - . I . I 1 � I I . I - 'Z , . I -11 I - I I I direction in conformance with the requirements of the Spokane L L I 11 I I I I L I . . � . I 11 I I I I L x on north bolt of F H. s 3o W, 39.60 ,� . I I I I I . I . I I I L I . . I . I I . . I I I L L I I I I . I I L I - I L I I I I : I � I I I I I I . I I I 1� I 11 I I I : Tack in P. P. I I I S 50 �33.11 1 Coun I'll I I I I I I I L I I . I I . I I I � I I I I I � , I I I I I . I I I I I I I ,� L , 1 1 I I I I . L I I I . 1 5 - I , L I I L , I I I I I 1, L I � I � I I 11 I hainlink fence post S 55 , 77.74 L I I . I L I ,�V,..._. I I I I I L I I I I I I : I I L I I I � I X on c I I . ,ft- " ., I � I I I I I , - , L I I "I I I I I I - .- . - I I I . I Spokane County Planning Department Director I I I I I 1, . I I I � I I I I . I 1 I I 1 1 I I I I I � - I I L I I I I I t? . I I I 11 I , I . I L L I I 1 . . . . I I I I . . 1 1 L I . I I I I I L I I I I I I I 11 I 11 IL - I _ I I I - I ..= 11 ,� L 11 I I I I - I I L I Charles i t I I _ 1 % It I I I 1 1 I I I . I L I I I I I I I 1 - I I I . I L I I I .1 I - � I I I I L I I I . I . 11 ;% &- I / , I 11 I ' I I , I I . � . L I I I I - L L I I � (J . I . I I L I I I " I . I I I I 11 , I I � I . I L L : � - -1 . L SPOKANE COUNTYREALTH I I I I L - , , I I � I ' I L I I L I L I - � I _ _ I , 1 5r I I I I I I I I I I I I - - I ! I I I I 1 18 . 2655.94 1 . L L I L I I .1 L I L . I- I 11 . I I -_ . ) -_ IN ereunto se ffixed m y seal this day d and approved this I 1 1hy of L 1 1993 1 1 L . L" . - I . , .1 L I - 1 I I I I ____ --- , - I , have h Examine - . .1 I - 1 1 L I - L I �4 I t my hand and a __, . I � I I 1: 'L I , I I I I 0 I I I L I - I . I L I . I ... ik . L I I I I I I � I - I I I L L I � LL I , I I I � I I I � I I : L I'll L F . I I . . S89*25'38"W . ...... " ., I 1 16 of I I ' L1993 I . I I . I I I I I L I 1 I I I I I I I I . I I " I �. I ,� I L I I I I I I L I � 1 7 1 6 I I . . I I " . I L I I L I I I . L I L . - L 1 1 . . I L I I I L L I ' L, L L � ': I _' I I 1: 11 I I - L I L I I � I "I I I L 11 . I I I I I I I � :, - 1, , I : I , L I . I i IL I - � I I 1. � I , . , I I Found copper wire in concrete in I I . I . I I 1 . . I L I I . I � I I I I 11 �,� , . I . I - I I � I I . I : , :,�, - L I I I I I 1 I I I L . I L I . � I I I L man. case as the S 1/4 corner of . L I L I I I 1 I - ''I'll, L - I ''Ll I I I � I 11 ''I I I I I L I L I I I L I L I I I 1 1 I I I L I I Spokane County Health District Officer I I . I I I I I .11 . L - � - I I L . . . L I I I I I I . I I I I I , . I . L 11 I I I I Sec. 9 1 1 1 � L I � - I , I 1. � . 1 1 L I I � L I I i - L I I I . - I I I I L I L I I I � I I � EXPIRES T11P I L I L I I I I L L I 'L I --- ____ - I . . � I I L L . L L . L . L I ' 'I I I I � . � " I I L . I I - I I - I � 1''.. -1 I L - 11 , I __ I I I 11 � ''I - L I L � .11, I 1 1 L 1 L I I I � I A - I - I 1. I L . - . I I R L Ps I RANDY J. KLOETSCH WILLIAM E.PULLIAM I JOHN M. SNEAD Ill' . I I I . I I . . C0 . L - I 11 I L . L 11 ' I I I I . 1 . I I I I COLTNTY . I � 11 L , I � , L ��, I L � L' I , , I I I , r I 1. I I I 1 I I I I I'll: I I ,� 1 I I . , I I 1 A C.Ak WLED GEMEN T . I X on E R of curb ' S.65 45.90 partners in B.R.G� a Washington General Partnership . I Childrens Trust and his , . . - * L, I I I ,�. � L ": , 1 . I I I I I 1.111, - r , . L I o , I I i I I I I 11 SS L I I I . - � I . L I I . I I � � L 1 I I I 1. I L I I I , I This Plat was approved and accept&d by the County Commissioners of Spokane I I . ,�� . I - - I I L�, ', STATE OF WASHINGTON) L I . I . X on center curb radius S 40 E, 39.12 1 ,� I I I I I I Separate Estate L I I L . I I I I I . I I . . I L I I L I , I I I - � L I .1 ,!_ I I I ' � , '�_ , - I . I . L . L .", I . L , . County, Washin on this day of 1993. 1 1 , , I I : �, . I I I I I I 0 L L ... : L I : � � I . 1 I I I I I I L , I I I L I � I L I I I X on S. flange - bolt of F H. N 50 E, 37.50 L I I 11 I L - - . L L I I I . L . 11 I - : I I I - 1, COUNTY OF SPOKANE - I ) - I . . I I I I I I I L, L I � L I I I 'L L, r I I L I I I . I I I I I I , I I I I I . . I I I I ': I . , I L I I 1 . - . I I . I . I I . I I I - L I I , I I I I I L I I I I - I . I . .1 I I I � I . I I I L I I . I", L I -11 " I . I � IL' I I I I L I I � - I I I I I . 0 L 11 11 11 I I .11 L I I I I L I L I I I I L I I L I . � L I I �11 I I L I I . I I L I I . I . I L I L I I . 1 L I I I I I .1 L 11 ''I - I L I I I � I I I 11 - I I I f L : I I 1 1 I I I I I I L I I I I I 11 I I I I L . I L . I I I I I . I L I L L � , , � _ I � I I a thlS L I I I I L ' 'I L � . I I "I ,I I I I'l I L I �_ - day 0 1 I . I , 1 993, before me personally appeared John M. Snead 111, Chi-ldrens. I I . I I L I I I I . I I I I L I - L I � I I — I I 11 11 I �, _ I'll, 111. 11 . I L L I I I L I airman, . L I I 'L ., I �11 � I - 1 - I I Trust, and also M. Snead as his sep liam J. Lawson and Carol Lawson husband and � I ROBERTA. BONUCCELLI ,� I I I L THEODORE G. GUNNING Spokane County Commissioners Ch, I I . I I I 1 1 I I I I I '' 11 I I L I . I I 1: I � I I I . I I I I I . I L I I L I . I Af I I I L L . I I I I I I I I I I I I I . : . I 1, I I : � L �� � � - L I L I I . : I I I . �_ q 3 L �_ I . I - . I I I Wif ', Randy �J. Kloetsch L and William E. Pulliam partners in B.R.G. a Washington General Partnership, A CKINY 0 WL ED GEMEN T President North Valley Business Park Phase I President of H.B. Development Associates Inc. , - L I I . , . � 199 1 1 . . I L ' ": I ' I I 'L e U I 1� I . L L � - I I. I - , - : I , ' I 111L, : L I ': L' I ' , , '':�L .: , I �- I 1:: I , � Robert : A. Bonuccelli,kribwn to Pres - ident� of 11 . North Valley Business I Park Phase 1 a Washington General I . I I I . I . hington I General Partnership I I President of Northwood Properties Inc. � I I � I I I . . I I � I I I r L I ' I A Was � L I � 1, I I I I � L I I L I I " I .11 . I IL � I r . I . I � I STATE OF MONTANA )SS I L I I 1. I FINAL PLAT - ' Uneefing L I I , ,: : L I I � I ' . 11 -1 I 11 I "I . : ,,, I " I .1 I r I Partne L fship.Thlecidore G. known to President Of H.B. Development Associates Inc. a Washington I I . L I . I L I I I I I - � I 1. L . I I . L I I I I I � 11 I I h" I I I I I I � I I L I I I . L , , I I I I . I COUNTY OF E le 4 ke o- od ) I I I . I I I I I I I - 11 I I " L " 1� I I I L . L I 1 L - 11 L L � . I I I L I I . . L � I . I L L I . I - I I � I I I L I I I I I 1, I I . I . I . . I . I r � � I'll I "" :': '' ,� Corporation, Theodore G.L Gunning �known to be President of Northwood Properties Inc. a Washington . L I � I . 1, L I I I I I I I I I I I I I .1 I L I I 1 1 I : I I I I I � . I � I .1 - I - I I � I I I I . I I I I I I I 1 1 I I L I ' L L ' L , I � � L'' * I , � 1 �_ � L L LL, I I I I , L Corpo ' ratt ' o , In ' r � L a ' s. the indi L vidual�s who executed the within and foregoing instrument L and acknowledged the % L L 1, L I I 11 I L 1 I I - I I . I L I . I AV% � I I L I ILI I �1, , . I ,L L, I I L L L I ,o I L , I . I I I L - I ' I I . I I I I 11 I I - 1 I N if ff% app J U A"% I 11 , I I 1 . I I I I � I I - I same to be their free andvoluntary act and deed for the uses and purposes herein mentioned. The officers I I LARRY M. LEACH L . L ., L � GARY A. SWARMUT I I I I I I . I L . I L I i,. � , - :. :: '' L I I . I I , I � . I I separate person who exec same to be her I ' I U I rm% ' N L: ff ' " 2 � /. I I I I== 'L - I . L, � I L I uted the v�ithin and foregoing instrument and acknowledged the , I BIN D I N A SITL r /A ft I �', I I I I On this U , day of Fe bry.Wr,4, 1 993,before me personally appeared A. Jo Postell as her : I � I . I I I . L � 11 - I L I 11 I . ath st d that they Were authorized to execute the said,instrument and that the seal affixed (if any) . Assistant Vice President of U.S. Bank " President of Baceshares Mortgage. Company I 11, � I I . I I I . I I . . I I - . ", _L� 1, I I I . I , I 1 11 : I , ' ' L ,�� .,On �oc . ate I I I , _ . . 1 . I L I I I . free and voluntary act and'deed for the uses and purposes herein mentioned. I L I r I I I I I I 1 1 -, / L - I - I I I I . L 1 1 I I I 11 . I I I . I . I , � , I I I I I I I I Is the corporate I sealL L of, said corporation. L � I I I I L I . . I I 1 I . . ' L", . " / I L I 1 , 1 � A PORTION OF THE ,S 112 OF THE'SOUTH 1/2 ,OF THE Nw 1 /4 AND'A :, I L ''. I I 11 : . � I I I I I 1 1 I I I I � I I I L I I I , . , , I , I I � I I I I I I I I I I L I I I I L " r / r " / � , "I � I � . . I I I I I L I'll L . , / - L - I I I L I I , I I L I I . 11 I I . I I I , ,L I /, ,,, � I I I "I, � L I I I � I . I I I I - I I I I I I � I L 11 " . 11 I .1 I L 11 I I L I I I I I / . L �� ' I I ' I . � � L : I - : I I � I I I I I I 11 1 I'l - I I I I 'll, I I I I I I . I ' � I I I I I .: I I . - I _ ,� " I ,; L /, I , 'PORTION :OF THE 9W 1 /4,OF SEC. 9, T. 25N. R' 44 E.W.M. L I I , 1, I I I I L I I I . I IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and ear first � , . I ' L I I � L I I I L I . -: ,.,L - . I - L I I I -- WHEREOF, I have - hereunto set my hand Land affixed my official seal the day and year first L I I . y I L I I I I L I I I I I I L I I I I . 1V � , - 11 , " , , . 4��117r? 4'0 ! . 1, , I . . . I I 1, : I �, I 1 1 I I � L I . WITNESS L . I 1 , I �, , I - I I - I I I t L I I . I I I I I 1 I - I . I L I -, I - - I L I I I I � I L 111.1, I I . L 1 I I '�L I I I I I 1 1 . L . I I I � I I � - I L I I � I I I I L. 1 .. � . . ", - ,� , I , , ' . I � - 'L� - I I - I L L . I �, I I 11 11 I L I I � I I I above written. I I . L I SON - '�L CAROL LAWSON I , A. J.01 POSTEH 7 ,; �� 1 1 1. - ': : �. � L � , . L . I I 11 L I I I I 1 I I I I I I ,_ ... � WILLIAM J. LAW � . I . - L . I :, , . above Written. L I - I I . I L I I . I I � " - I I � . I I I /' 1 , I . - I I I I I . I . - I I I I . 11 L I 1, L - - I I I I I I I I , - I I I I I I I I I L � I I I -1 I I I � I I I I L7' ;�, " / L L I , I I r I . I I L 11 I I I I I 1. I � I - I 1 I I L' I I � 1, I I - �. L � I i .. I I I � I I L 1. I I � � I I I L I � - � I I 1 1 � � I L L I . I 11 I L 1 1 I '. , � . � I L . I I � L I . L I L I � I I L I . I L I 1, ,i�,,/ : , / 7 i I � I I I L L L . I I/ I . I -1 "I �, 1 ., I . I I I . I � � I L . Founded 1946 1 I I I I I,-, � I L - I I L I I I I I � , I I ,: �, 1 1 I I : I 'L I I I I I I I I I � �, L I L I I � 'a ,ft I I I I 1 � I I I I I I I . I I I I I I 11 I - . . I . I " I " I L 1 1 I I I - I I f__1 I L Lim 1 1 � . I I I I I I I . I 11 I I I _' L L ' L I .� � - I I L I L I L .1 I - LL L 1. I I I L 1 I I 1 L L 1 . I I I My commLsion expires ,3 ;5 / 2 (o - �, t,elx� 1��. I : I L � I I � 1. . ,� &ft I I I 1, I 1 . I , I I I I I I I I I L I ''. � 1 My commmsion expires'' L . I I I I I I I I I � � � � L I L . I I I - I I I . I Iq I I A � - , , , L I . I I I I I 1 1 1 � I . 11� 1 1 I � I . I I � I I I Nortary,.Public in and of Montana I I I I I I 14 ---- I B- I I INU I 1. . r., I , L 11 I .11L , . L L I '. I . . � t11RA_A_JC — I � - I I I I I I I 1 1 - � -, L ' I I I L .11 � I I I I I - I I .B i� , 1, I I I IL I I I I ': ,� 11 1� L L L L I 11 I I I L L I I L I I I . I 11 I ,� I I I I ''I I I I � I I I I - I I I I I I I I I I L I "': .11 I L ,�'. I I � I I -, I I L I IL I I I L I I I I � . . L I I I I I I I I I., I I I L . % son En inepers, L Inc, L I - L I ., � . I'll, I _ I I I I I r I I I I I , , I I . I LL I I I L I I I I I 11 I I I - I I I I .1 I I L I - I � " L , � I I I I - 1 I I L L I I I I I I L . -_ - -_ -_ I Residing at � 1 1 ,Montana L . . ,. I I I I I L I I I IM P L W, I , I I I :� 1: _, . ,1 ,, :, , , I I 1 , I 11 I .. I . I I I I I - I ,:, . . L .1 I Wi A= I L L L . I L . I I r I I L I I . 11 L I I I � I L I I L '' , I I � I I I L L I I . I I . I I I I I I L I . I I L L � I I I I I I L I e a L I I � I . I I I I - 11 � ___ ;a rC(R) 1 �� il_ . i �� .6 � _,Z 0�'C'(�n T� I �A ro IC, � 8 I I I - I N� 7-- 8 \ , " I I 'L L L I . � I _ L "I . I I - I L . I 1 . I � I 11 - L NortaryPublic. in for the State of Washington I I I I 11 . 11 L I I � L r The bearing of N 89 long th centerlin of Jackson Avenue ' � I �CIVIL � ENGINEERS,& 'LAND SURVEYORS r I I " 111.1 1 1 I �, - I I'll I I I - I I L r I I I I I I 1 I L I le I L I I I I I a I I I I I I I � I L , I I , I I IL , L � , I I I I I I � - L I I , I % I L I L I I . I - - . I I I I L 'L I I I L 11 I I I I , as per county , road 11 I I I I 1 L I , I L , I ,* . I I 11 � , 1, :� L ,, I I I I'll L I I r IL �, � I I Residing, at I Washington . I L I I I I . L I I I I I I I I I I I . . I I L � I . I I I I � . I . I I I I I I I I L I r I I L " I I I I , . - I - : *�'�� � . I 1. I . 1. I 1, � L 11 I I I . 1. . I 11 � I I I . . � . I I I I I I I I I L I . I I � L 1 I I I I _ L L I , " I � I I I I I I . I � L I I L I I I- I 11 - I � I � L I I I .1 � I I I'L � I I I I I I I 1 I I � . I L I I I I I I I , roject 1389 'L was used as. the basis of bearifig fo L - I L' I I :N.909 'ARGONNIE� R'OAD I : L I I I 11, L 1 , �_, _L I - I I I " I IL I 1, I , . � I I I L I I I 11 I I L I I I p I I . I I r this plat.. L I . I 1, '' I " I L . 11 L I I I : , , - � I � 11 L � I - � L '_ ' I I I I I --- L I I I I 1 . L L I - - I I I 1 1 I I , � ., , I �, I I ' L . � .- I I 11 I 1� L I I I � , L I I 11 I I I I I 'L I I I I I . "I I . I I I 11 I � . I I 1� ' I � I I I 11 I - .11, 1 I I I I ., I I I I I I I - MA I , " , ''I I I �, , i . L- � , I I . I I I I - 11 - . L . L I I I I I I I I 1 . I � L I � I. � I I 11 - 11 L I - � - r r L , r : " . , I I 1 � 'L, I L 11 - I I . I . I - I I I I . I I I I 11 I I I L I I I L 11 I I I . I I I L ' . I 1, 1 11 . , I I I L I . L I _ I 1 1 L I - . 11 I . I L L I . L I I L 11 . I I . I - I - L '' I I I I I I SPOKANE, : �,9,9212 ,,'PH;�9267-1322' I I L L _ � . I L I I �L I I . .1 I I 1 3 1 1 1 1 . I I I I I I I I I I I I I L I I - I I I I I — L I I I . .1 . 1 I LI 1 .i L I - I , : ': ' , " ,,,, � I ' I, L I I .1. I - I I I I I L I I I L . I I " I 11 11 I I L I I I �, I : � I L . . I I I . I I I I I L I li I I I I I I I I . , I - I I I I I � - I I I 1 L L I I r I I I - I I I �. I ILI I I 11 I I �, '': L - , " , I I-, I I L L I . . I 11. I 11 �L I I - I " I . I - L I I 1 I I I I I I I . " L I L I I L I I I I I I I I � I L I I - 11 I , I I - I I I 1 L , r I . ''I I I I I I - . I '' I 11 1 I I I 1 I . L L I 1, I L L I I I I I I I I I I I L L I I . I I I L 1 I I 1 . � I I I 1 I I L , I �, " 1 1, � I . I I I . I I L I I I I I L 1 1 - I I I . I I I , . I I I I I I I 11 1� ,� � I � I L I 1 L I 1, . 1 1 I I I 11 -11 I I I I . I I I I I I . I I IL L I I I 1 I I I I L . , I - I L I L ' I I I r I � I I � ,� I I I ,� I � I I : - I I I I , I I , � I , I � I I I - I I I I I I I I I I I . I ' L . 'L I I I - I I � . I I I I I I I 1 'L . I L I I IL L I I I I I 11 I I I I - I I I �, I - I 1 I I 1 11 . " I I I 1 1 I L I .11, I L � 1 1 I 11 . " I I L . I � I � . . � I , I I I I I L I I . I I I I L L . I � I I L I I - 1 I I I I I ,� I I I I I I I I I I � L I , I I I , I I . I I I I I I I I I I I I I L I I L I I I I I I I I I I I , I I I . I L I I � I � , I I � , � I I I L 7 ' - , L - ' I I I � I I I , . � , I L I . I L L I , L I I I . I I I I L L , . I I I I - . . - � I I I I � I I I I I I I . I L . � , , � I I I L I , , , � : , , L I � I I I , � I . 7 , , L L I L L , I I . I : L I L � I I I I I I I I I I I L I I I L L I I I I I I I L L I I I I I I I I . . . I I . I I I I L I , I I . I I I I I I I L : , I L I I I I � , �. , I I I � I I I I L I - I - . � - I I , I I I , I I I I I , , I I , I L I I I L � I I I � I � . , , , � L � L I I I I L L I I I I I I I L I . I I I I - � : I I � I � I I I � � I I I I I � , L I I I I I � - I I I I I I L : I , � . . . � : , ' , r . . . . . . . � - ' L - -- - - - '- � -- ' ---" -- - ' � L - ' _' L- � ' -- __ , - - �� - .__ � :__, - . - - �2_ __ � - - - I I - - __ I -- L -_ :� - - - - - ' --- � L� --L� -_ '- � - - � ' --'-L-- � , '�� : _ � - �__ - 0 z Lu ..ME 0 0 BA. 06 0 5 To (SPL) O+SB.44. CONSTRUCTION LIMITS.' STATION 0+00 TO ER 0 + Sa. 44 coN5T. LIMITS 0+00 To E+GS.3 camsT. SMITWALK STA.S+(.5-3 TO 9+ MA MEW PAVING To raxtsr 40 Zo EX FIAVEMsNT io.s' ?-o' RT. op aim .r. T15 TOP OF 5dUTH, FLANGe, BOLT. OF FIRE �HYDRANT -AT F-P oF JACK,50N AVENUE. FROM PT 3+ZZ.IZ To S +G5. 3 sOuTH s A. 122 -4- 1 � 8, ; L- 5 171— F-L-EV 197G. IG SCALE l"=50 A5pkalt CoviCr&-te llavelmeKt ClaS5 "6' z"com Deptk 0 7. 1 /4 f7 Aspkal+ Conten-f 5 N4 +0 G % T X curb C 5PO 5pec.), - r !j pe- "A" aurb (Spo.Co. 3+d JACK50tJ CUR13 -DATA L CURB DATA., CruskecL 5iArfacivi!3, Top Course ",YZ'C_ompcLctP_rL Veptk 5per--) A 7Z* 51'4G" .43 Z4' 2,5 NOTE UTILITIF-S IWIR/W 5HALL 13E F,= ZO.00 R Z(0.00 N ELOCATED PR, OR R I TO CON5T`RLJ(_716N'. T = 14. G7 17Z.34 T= GO-49 irA accorciance L 2_5.3Z L= 3ZZ-12 L 50.OG - - - - - - - - - - - - + OF PAVEMENT — 1)4 e� EDGE ------ ------- ----4:--JACKSON AVENUE W 3 b 2,0' TAP LIMITS F-..e mvrme -EXIST F NEW 0 �p PP d-L "rIFkYWF Exh. -ryra' I 's 5XIS CURB—,, E)(15TIWG PAVEMENT PP IIATCH EXC, PAV'T F14 wv duy FrH OPP 17(o ]7 18" KAPLE 6"MAPLE 18 G 9 24-9 0 T�Jra'w' CLArb -ri� Ytemi C(Arb +0 u->id&- U+ih - �y 4- -- ---- - 812.7 exisTiNcz,AsPRAL I n curb, Cemervt'covi CLArb .0 0 Sta. 5+C.5.3 Lu -- j T v u 71 . 0 �l W W _5 0 t Dcublel3arml z Tc `5' witk Tqpe Z Frame Gra+es ul uj :t so. Spokane Caun+!3 Stane4a z 0 > L'M'T :i S 0 + 3 1. 53 f- opemil`13 19. BG Lt 6t-a+e E lev. '79.95 I V) 10.3ro Rt, C Elev. so.z3- 0 0 ER+l_ OD A ui � Ra-p, 0 0 Z Z CUR(5 :DATA L9 0 J 3 R= 20.00 10 L ;dc U4-i I i 4--( Ea-5erney 1 1 X� T= 2cP.85 L 37. Z5 11.1 i, CA I STI] AC A5PtAL- Vo MONTrOMERY 'B" A - ^Ile M�l -7 1" IX 0 z Lu ..ME 0 0 BA. 06 0 ....... .... .. - - - - - - - - - - - - ]7 -- ---- - -- j T ER+l_ CA I STI] AC A5PtAL- 7 T .... .... L ------- +1 + + ---------- 0 2_T 1 Na R-0 0 r4lD _T �7 TOP F 'IfUR13 ..F IGHT W j E: 7 > cot co SPO -N u 1 9 0 + In uT___ .+A C, CUR B 0 + F MIT --RF-- U R E DJ L NOTIFY-THE-1P RMITZWGIN (L out-m� 24 ------ r%tlLj_n 1 0— i k i i_ Zv u e%i 5i Vx eA rr i A I, I L _F61Y -tded I WIL lf EERS -L ND_�' �UR\ /E Y ---ARGON SRO <ANE,fWA H 2 DRAtN Y 4' H16HWAY FEDERAL AID SHEET PLATE I -SINGLE PLAN AND PROFILE-FULL.LINE 'WeTELEDYW PRINTED IN U.S.A' ....... .... .. REMISSION INNINS10I OF- Em 10§01111� him MINION 'L jam e NNCL'a � � r��� ®_� 1 MEW. I'm mm 'all OEM s OEM ,. r rq� pffilad tr a - � L�l �.�� ®s�t�����s�� ®_I�■ 1i am ■_P/� fulf"ll M all= ■i■�■� ®��� �� ®- -sue s�s :l MINION ®a ®® ®!mss - ___ — MINION ��■����� ®L�' ®�� � � -® 7t 4R, ®s.;,T 11 [itA lam E mme WO a R'tl.wl'=�mmW 1�jL " I- ", ������� -����� �i �r;; ► Js MI N O R 3 !fit ,� �,��� ®i� ��� t �l��, • . . • ������- _- _- /��1�.�� � -® �� ® ■ '. -ia 14%t %o we • '� u • tf: .. 1 110101 i• ,4 i�.alfr C> • - � � IIIIIIIIIIIIIIIIIII, ® -_ IN , r low— fle 110111111111111 MINION ° miw_ VISION mm r.. M11-1 ME' a MINIIII m MINE ������� ��� ;.ii��,�t I - - -- �. ,�„ w 0i MWINNIS ali ®111, ®�',�i��7�■���a� ®��L�� Urian now=__ m MINION �', . Vii® i ®1�I1� ►l ®t _ ®.19/� ®�:�l!/t�tiaa_IY�So6��1�_1.',�1 ® __ p ago �X - STA& a a s ha �������r•����■�����a �� o�1e�® �! I WONa�d;►�o�9 -�ysr� V!� IIIIIIIN!. � :� ®�! ���.� lam•. ®�i 1..... i ®IeE.I�l11® � __--`--_- | � ' LU la Lu LU - ;�a we 'j�l "I" .1p N -t Z2 "f HIM MAD r ZONE RECLASSIFICATION NO.: ZE- 104 -83 f b) COUNTY ENGINEERING'.DEPARTMENT (continued) 3.., Access permits for approaches to the County `Road System shall be obtained from the Spokane County Engineer. ,4. Applicant shall improve Jackson Avenue.'in a manner consistent with Spokane „County TYPICAL roadway section No. l: minimum paving Width ;Access Standard 5. Applicant.shall. improve .Bowdsh „Road, in amanner consistent with ;. Spokane .TYPICAL;roadway, section No. 1. minimum, paving width :Access Standord . b. Applicant shall `improve:Ermina Avenue in a manner consistent with: Spokane County TYPICAL roadway section No. l minimum paving width Access;Standard 7. Applicant'shall improve Wilbur, Road in, a manner consistent with 'Spokane County..TYPICAL` roadway sec tion 'No. I minimum paving width:`Access Standard '. 8. Other specific imp.r`ovements: Applicant shall improve Montgomery Drive:in a manner consistent with Spokane County TYPICAL Roadway Section No 1_minimum paving,width Secondary Arterial Standard. 9. Applicant dull submit for' approval by the Spokane County Engineer, road,, drainage,. and,, access plans prior to.the issuance of ,a buildingpermit onthe property. 10. The; applicant.ishall submi.t;.for approval by'the Spokane: County Engineer,,,and,,the Spokane.County Health District a detailed combined'on -site sewagesystem plan, and surface water disposal plan for e <project prior';to' the issuance of any building permit .on the property,. parking. plan and traffic circulation `plan shall be submitted and approvedby "`the Spokane County Engineer prior to the issuance.of a building permit on the property. The design, location, .and:'arrangement of_,parkng stalls shall be in accordance with standard traffic engineering practices. Paving - or surfacing, approved by the, County Engineer, will be 'required for, any.portion of the project which is to be occupied or traveled by vehicles. 5 ZONE RECLASSIFICATION NO.:. ZE- 104 -83 ,.r F b)' CO, YNTY ENGINEERING DEPARTMENT (continued) 3. Acces. permits.,for approaches to the County Road System shall be obtained from the; Spokane County Engineer. 4.J Applicant shall,,, improve.Jackson Avenue:.in a manner consistent with Spokane: County, ,TYPICAL 'roadway section No. l minimum paving width ;Access :;,Standard: 5 . Applicant.shaTl . improve'Bowdish'Road , in amanner consistent with Spokane TYPICAL roadway section'No. l: minimum paving width Access= :Standard 6.` Applicant shall improve Ermina Avenue in a; manner consistent with Spokane County TYPICAL roadway section No. 1 minimum paving width Access` Standard., 7. Applicant shall "improve Wilbur Road in a manner consistent with Spokane;_County TYPICAL. roadwa' No.l'minimum paving width Access ` St ' ;. 8—, specific improvements:; Applicant shall improve Montgomery Drive in a manner consistent. with Spokane County TYPICAL Roadway Section No. 1 minimum paving`width Secondary Arterial Standard. 9. Applicant shall .submit for .approval by the Spokane .County .Engineer road, drainage, and;..,access._p.lans prior to, the :is.suance of a building permit on° the property.,: 10. The; °applicant shall submit for approval by the Spokane County Engineerand the,Spokane: County :Health District a detailed combined.on- site.seWage:;system plan and surface water disposal plan` for the. entire project prior to 'the issuance of 'any building permit on the property., 11. A'parki plan and'-traffic .. circulation plan shall be submitted an d approved by, the ".Spakane County Engineer prior to the idssuance!of a. building permit on the-property. The design, location, and arrangement_ of ;,parking stalls shall,be in accordance with "standard traffic engineering practices. Paving or surfacing as approved by the County Engineer, will be required for any.portion'of. the project which is to be occupied or .,traveled. by,,:, : vehicles 5 y ._ ;.. .- .,. ,. _. .- - .. ., ..,.. �, DEDICA TION JACKSON AVENUE 76786 KNOW ALL MEN BY THESE PRESENTS, that John M. Snead III, Childrens Trust, also John M. Snead III as 1890-00 S 89 30 W as his separate estate, William J. Lawson and Carol Lawson, B.R.G. a Washington General Partnership, 0 North Valley Business Park Phase 1 a Washington General Partnership, H.B. Development Associates Inc. n, 32'30"W 0.1 S89 612.69 a Washington Corporation, Northwood Properties Inc. a Washington Corporation, Bancshares Mortgage Ar - 187 -69 --249.00 - - - - - - - - - 176.00 Z Company a Washington Corporation, A. Jo Postell-Young, and U.S. Bank of Washington National 3E� W(W Utility Easement 0 00 AP I 16, 9T CD Association, have caused to be platted into Lots, Blocks and streets the land shown hereon; to be known C� - :�L 0 47'09 0 64.17 0 co as Binding Site Plan #32-92 and described as follows: A`ER TIFICA TIE N89'32'3 , 109018'38" W 01 R = 25.00' % - 1 That portion of the South 1/2 of the South 1/2 of the Northwest 1/4 and a portion of the Southwest 1/4 T = 35.25 �0 0 * L = 47.70 0 0 0 of Section 9, T.25 N., R.44 E.W.M., described as follows: 1\132 - z I - I = \\x�, 2 STREET 8 0 ci to 0 1 X0 Begin at a point which is 641.55 feet North and 20 feet East of the West 1/4 Corner of said Section 9; Filed for record this Oay of 0 (D DEDICATION N 32 1 E 0 N 1993 at - in Btiok of Plats on -- page 0 thence N 89 1870.00 feet along the South right of way line of Jackson Avenue; thence 3 Cn 4 Ili e - request -�af S 00 386.46 feet parallel with the West line of Section 9, to the True Point of Beginning, vit th' to[ which is also a point on the Southwesterly right of way line of Montgomery Drive; thence cortinuing LTI 0 0 S 00 0 00'38"W 25 6.5 6 f ee to the South line of the - NW 1 /4 of said Section; thence S 00 0 13'1 7"E, r=r%(;EMENT 1 04 A C%; KN 0 WL 'A 07' 38,0- 2 125.00' 0 1 662.92 feet parallel with the West line of the SW 1/4 of Section 9, to the Northerly right of way line of STATE OF WASHINGTON SS 3.37' , - _ - 1 1-111. INGRESS EGRESS 89�32!30nWi i,35-53'35-F1,, 76.14' 115 - 3.17' 15 � - EASEIVIENT 174.35 the Spokane International Railroad; thence S 80 3"E, 779.79 feet along said Northerly line to the COUNTY OF SPOKANE Ln N890 0 Ln 3d .1 East line of the Southwest 1/4 of said Section; thence N 00 364.62 feet along said East line �TILITY _ _EASEMENT X15 32'3d'E Q q 10 0) to the Southerly right of way of Montgomery Drive; thence N 26 68.00 feet to a point on the 9 N89*32*30"E !2 425.00' On this day of 1992, before me personally appeared Gary A. 00 P CP 0 Northerly right of way fine of Montgomery Drive 30.00 feet West of the East line of the Southwest 114; Swartout known to be Vice President of Bancshares Mortgage Company, a Washington Corporation, who 116.84! 308.16' 1 L4 Z -4 0. Z, thence N 00 372.11 feet, parallel with the East line of said SW 1/4 to the South line of the executed the within and foregoing instrument and acknowledged the same to be his free and voluntary 0 , ro 0 0 NW 1 /4 of said Section; thence N 00 0 08'1 O"W 404.22 f eet. parallel with the East line of said N\Af 1 cc 14 to act and deed for the uses and purposes herein mentioned. The officer on oath stated that he was co 0 I ffi 14 0 a 03 a point lying S 00 259.50 feet from the centerline of Jackson Avenue; thence S 89032'30"W, authorized to execute the said instrument and that the seal affixed (it any is the corporate seal of said Z # 0 1� . S88 N 125.00 feet parallel with said centerline; thence N 00 O"W, 229.50 feet to the South R/W line of SEE DETAIL "A 5 corporation. .07 07 A Jackson Avenue; thence S 89 612.69 feet to a curve concave to the Southeast having a \V \ L '�k" radius of 335.88 feet; thence Southwesterly through a central angle of 38 an arc distance of DETAI e� -- 1 IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first 224.68 feet to the beginning of a compound curve concave to the East having a radius of 25.00 feet; CARLISLE above written. GRAPHIC SCALE (IN FEET) LANE thence Southwest and Southeasterly, through a central angle of 108 an arc distance of 47.54 A ft 0 50 100 200 BUILDING SETBACK feet to the beginning of a reverse curve concave to the Southwest having a radius of 1030.00 feet; My commission expires thence South along the Northeasterly R/W line of Montgomery Avenue through a central angle of C I RiN 6 Found 1/2" Rebor with A Ek C Cap as Un V"'! i CIO* �A '".'".. 5� Z 261.61 18 an arc distance of 334.99 feet; thence S 39 50.26 feet; thence S 88 the W 1/4 Corner Sec. 9 7 Z Utility Easement N8952'05 76.14 feet to the True Point of Beginning. c n No ry publi ip-and the State of WashingtO RPs 11 N -W,31.19 RAINAGE EXCEPT Montgomery Drive. Re X on south end of curb drop 60 a) EASEMEN11' I. c'. iding at Washington It. R, Q0. Situate in the County of Spokane, State of Washington. Tdck a Tag in P R N 85 W 2Z75 ry . Z. FOUND 11/4" IRON PIPE PER MID-VALLEY 0 Rebar with red control cap South 35.71 ILDING USINESS PARK IN SETBACK B X on chainlink fence post S 45 W, 36.84 No lot shall be further subdivided for the purpose of creating additional lots, ownerships or leased ,oarcels vj , .0 without first filing a replat or altering the final binding site plan. 2659-54 7 10 1 - V Side yard and rear yard setbacks shall be determined at the time building permits are requested,'except DRAINAGE that some judgements may be made on this final binding site plan document as to side or rear yard Easernen EASEMENT r y I I A C K 0 VIL ED G EMEN T N 89*35'46"E 1 t- Utility status. The setbacks indicated on this subdivision may be varied from if proper zoning or variance co STATE OF WASHINGTON )SS i 41�, Easement-`*! approvals are obtained. COUNTY OF SPOKANE a FUTURE 00 The public water system, pursuant the WATER PLAN approved by County and State Health authorities, Z the local fire district, County Building & Safety Department, and water purveyor. will be installed within On this day of 1992, before me personally appeared Larry M. Leach CURVE DATA ACQUISITIO� \' I 1 0 4N C this Binding Site Plan, and the subdivider/sponsor will provide for individual domestic water service 3S known to be Assistant Vice President of U.S. Bank of Washington National, Association who executed the 8' FUTURE ACQUISITION 1 6 2 8 89.03 OD well as fire protection to each lot prior to sale of each lot and prior to issuance of a building permit for within and foregoing instrument and acknowledged the same to be his free and voluntary act and deed for 0 C., each lot. the uses and purposes herein mentioned. The officer on oath stated that he was authorized to execute the BUILDIN, �1- 1. 1; "All G N89'53*36*E A = 50 22 49 108057'29" SETBACK WARNING: Spokane County has no responsibility to build, improve, maintain or otherwise service the said instrument and that the seal affixed (if any is the corporate seal of said corporation. W e private roads contained within or provide service * to the property described in this binding site plan. By 1000.00 413.59 25.00 -nL R = 365.88 11q, � 7 M commig AQ1 accepting this binding site plan or subsequently by allowing a building permit to be issued on propErty on _Iw - "7.= - IL 11 ,- N "kRkes 1� 10 T 189.59 35.02 0 'a r 3 1 = 172.34 199.87 1 9 L4 47.54 a private road, Spokane County assumes no obligation for said private road. and the owners hereby 355.53 1 (JQ . � L 322.12 394.55 <I OD CC53 BUILDING Notary Public in and r the State of Washington OD SETBACK W acknowledge that the County has no obligation of any kind or nature whatsoever to establish. examine. r-1 (01 survey, construct, alter, repair, improve, maintain or provide drainage or snow removal on a private road. Residing at _S� Washington LL. M 1 3 ul - H" " E' n F' G" C\J This requirement is and shall run with the land and shall be binding upon the owner(s), their heirs, 0 UTILITY 510 0 15 0 34 35028'31 02'49" 21 0 45 ' 59" EASEMENT 01 successsors or assigns, including the obligation to participate in the maintenance of the private road as A kkv 0 F5 /0). in, 150.00 150.00 provided herein. R 150.00 150.00 SEWER EASEMENT I - I \- I - -, The private roads as shown hereon are easements which provide.a means of ingress and egress for those 20.51 47.98 71.62 28.84 56.98 U COUNTY OFFICE ALS T 200.36 9 L 40.77 92.87 133.64 2 1 1 � lots within the subdivision having frontage thereon, and are sub ect to the separate declaration of - W -0 1 1. j y certify that the required taxes on the herein platted land have been paid S85?W@37 1 2 < TI I cnl 011 Cb* 3 CV covenants recorded under auditors document #--9Z1Z080Z which by reference is made a part this day of 1993 5 25 0 hereof. 1 0 K's ' . .1" \ 6:� / 4/ 0 A public sewer system will be made available for the binding site plan, and individual service %-ill be DRAINAGE in Sy ERMINA I T � 7r, CO provided to each lot prior to sale. Use of individual on sewage disposal stems shall rot be SFO;Ki�L C%GUN TREASUA JR Z A = 40 62 107 90000,00" 1 -- ;'EASEMENT - . a- 8 N 4 1 0 0 authorized. Examined and approved this day of ' 1993 0 R - 150.00 150.00 20.00 20.00 LANE -0 �6 � --: - 91.07 27.39 20.00 to 0 Z utility Use of private wells and water systems is prohibited. 55.73 Ln , 0 Easem Z The plattor does hereby dedicate forever the streets as shown hereon for public road purposes. L4 N) T = 37.60 31.42 700 It :, 1 163.69 ent CY) P BUILDING L 106.71 VZ5� SETBACK BUILDING 0 Spokane County Treasurer I ;D at _I: W rM A AVA -0 CA SETBACK - 1 (3 r\) - Drainage easements, as platted and shown hereon, which are for the purpose of installing, operating and Ci 0 IMP Co M 237.9.3, -, -!io (; w maintaining drainage ponds and drainage facilities to dispose of runoff are hereby granted. The County of SPOKANE COUNTY ASSESSOR LOT ARL: A `7 a CV in ILI / 0 N C,4 .4 110 ent to the public Examined and approved this 1993 0 0 NET AREA 0 0 LEG E N U LOT BLOCK GROSS AREA (n 0 1 C11 Spokane is hereby granted the right of ingress and egress to all drainage easements adjac day of (411 right The property owner shall maintain the drainage ponds with a permanent live cover of lawn 2d UTILITY /a'- 7 1 turf, with optional shrubbery and/or trees, which do not obstruct the flow and percolation of storm EASEMENT (A 1 47,783 sq.ft. 46,883 sq.ft. LU W : 48,524 sq,ft. 43,112 sq.ft. 5 r- 0 1 drainage water in the drainage easement as indicated by the approved plans. Spokane County Assessor 8642/9967 2 CV 6 :N 20' UTILITY JN The property owner or his representative shall inform each succeeding purchaser of all drainage o = Set 1/2" rebar, cap I a) - 0) 3 79,832 sq.ft. 75,405 sq.ft. EASEMENT CM oras noted Utility Easement r, 0 easements of the property and his responsibility for maintaining drainage facilities within said easements. I I a) 0) - o = Found 1/2 rebar, cap 8642/9967 4 45,544 sq.ft. ----------- --- 0 Ito 4-- CL. - SPOKANE COUNTY ENGINEER P I , The owners of Lots 6 and 7 Block 1 and Lot 9 Block 2 shall be held responsible for keeping open and UIT in - or as noted 5 27,905 sq.ft. 24,277 sq.tt. Examined and approved this day of 1993 25 538 1 maintaining the path of the natural or man drainage flow over and across the property. Subdivision boundary 6 1 42,180 sq.ft. 38,760 sq.ft. 25' UTILITY 4 7 '? N EASEMENT an approved lot grading plan exists for Lots 6 and 7 Block 1 and Lot 9 Block 2, grading must conform to a =. Set R.R. spike w/X 7 1 36,480 sq.ft. 32.974 sq.ft. to 8 1 35,610 sq.ft. �26 2SQ92 LL- said plan on file in the County Engineer's office. 9 1 37,856 sq.ft. SOOTH 66 Individual driveway access permits shall be required prior to issuance of a building permit for dri-veway Spokane County Engineer LINE - approaches to the County road system. Driveway approaches shall be constructed in accordance w�,th the 45,075 sq-ft. CV A one second theodolite and an 10 1 46,492 sq.ft. FIR.R. ZI 7 2 approved plan on file in the County Engineer office. SPOKANE COUNTY UTILITIES 'EDM.were used for this survey 11 1 82,377 sq-ft. 75,403 sq.ft. `-�LGH-r-q This Plat is subject to the separate Declaration of Restrictive Covenants recorded under auditors Examined and approved this day of 1993 1 2 39.674 sq.ft. document No. which by reference is made a part hereof. A field traverse was used for 2 2 37,839 sq-ft. 35,657 sq.ft. this survey Utility easements are provided as shown hereon. 3 2 36,808 sq.ft. 35,346 sq.ft. 4 2 32,281 sq.ft. 30,480 sq.ft. Spokane County Utilities Director 5 2 49,303 sq.ft. 47,587 sq.ft. SURVAIFYOR'S CERTIFICATE Found copper wire in concrete in monument 6 2 52,341 sq.ft. 50,101 sq.ft. SPOKANE COUNTY PLANNING case as the SW corner Sec. 9 7 2 87,386 sq.ft. ------- This map correctly represents a survey made by me or under my Examined and approved this day of 1993 R Ps 8 2 41,023 sq.ft. 39,371 sq.ft. direction in conformance with the requirements of the Spokane X on north bolt of F. H. s 30 W, 39.60 9 2 48,025 sq.ft. 38,344 sq.ft. County Short Plat Ordinance.. Tock in R P. s 50 33.11 NIA X on chainlink fence post S 55 , 77.74 Spokane County Planning Department Director d L.S. 9967 Charles _ 0 1 SPOKANE COUNTY HEALTH 8 26.55.94 Z IN WITNESS WHEREOF, I have hereunto set my hand and affixed my seal this Examined and approved this day of 1993 __,day S89 16 of 199?- 17 16 Found copper wire in concrete in man. case as the S 1/4 corner of Spokane County Healthbistrict Officer Sec. 9 EXPIRES r$P' RAND?rj:KLOETSCH WILLIAME.PuLLIAM OHN MSNEAD Ili SPOKANE COUNTY COMNUSSIONERS Xon ERof curb S 65 W, 45.90 partners in B.R.G. a Washington General Partnership Ch "niust and his R Ps ACKNOft WLiP:`DPftGEMENT drens T X on center curb radius S 40 E, 39.12 Separate Estate This Plat was approved and accepted by the County Commissioners of Spokane', STATE OF WASHINGTON) SS 1993 X on S.!,flonge bolt of F. H. 'N 50? E, 37.50 County, Washington on this day of COUNTY OF SPOKANE J ROBERT A. BONUCCELU ' rHEODORE G. GUNNING On this C2 day Of 1992, before me personally appeared John M. Snead Ili, Childrens partner North Valley- Business Park Phase 1 * President of H.B. Development Associates Inc.' Spokane County Commissioners Chairman Trust, and also John M. Snead as his separate estate, William J. Lawson and Carol Lawson husband and Inc. A Washington General Partnership President of Northwood Properties Kloetsch, and.Wiiiiam E. Pullicalm partners in B.R.G. a Washington General Partnershi' ACKNOWLEDGEMENT wife, Randy J P FINAL* PLAT Robert A. Bonuccelli. to President of North Valley Business Park Phase 1 a Washington General Partnership, Theo G. G 9' STATE OF MO )SS unnin known to President of H.B. Development Associates Inc. a Washington �24 Corporation, Theodore G. Gunning known to be President of Northwood Properties Inc. a Washington COUNT . Y OF - Rzka cz g Corporation, as the individuals who executed the within and foregoing instrument and acknowledged the day 46ugoft. tell as Assistant Vice President of U.S. Bank Vice Presi . dbat of Bancshares Company same to be their free'and voluntary act - and dead for the uses and purposes herein mentioned. The officers On this IL of 1992, before me personally appeared A. Jo Pos her - L.6RRY M. LEACH Y A. SWARTOUT B"I l a D I N G S I T E w r o 'LAN # 3 0% 2 on oath stated that fhey were authorized to execute the said instrument and that the seal affixed (if any) separate person who executed the within and foregoing instrument and acknowledged the same to be her free and voluntary act and deed for uses and purposes herein mentioned. A PORTION OF THE S 1/2 OF THE SOUTH 1/2 OF THE NW 1/4 AND A' Is the corporate seal of said corporation. J "Id PORTION OF THE SW 1/4 OF SEC. 9. T. 25N. R. 44 E.W.M. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and ye IN WITNESS WHEREOF, I have hereunto set m rid affixed my official seal the day,and year first WILLIAM J. LAWSON CAROL LAWSON A. POSTELL above written. above written Founded 1946 My commision my commission expires 47ft-11 - EA Kh" am I Aft expires M B A IS OF B ivu Impso n Engineers, Im Ww f M CIVIL ENGINEERS & LAND SURVEYORS O U I ul"y brt ublic in and for the S The bearing of N 89 along the centerline of Jackson Avenue, as per county road Nortary Public in an or the St I -T C:) C 00 cc ?Nu I i ' c o r 0 ry p at Residing tate of Washington e ARGONNE ROAD 'M .-Besiding at in project No. 1389, was used as the basis of Oearing for this plat. g at Washington V L s�bKANE, WA 99212 PH 926 -- ---------