Loading...
HomeMy WebLinkAboutBSP-22-88Project Name �J J Project File Number Sponsor's Name 1�� • 6 Engineer /Surveyor's Name ? � 1 A��� .O Telephone # lrl (1 -3_ �) / Date Submitted No Description Initials 0 pes oLb eo . ST-p 15 ( st+ � s -a) IT4SIa, PWOfo L— I , i f - P-) � p 7 ./_ 53' WINEOMM-41 A NSI MAE M t 53' E) C) LY T-j 'r Ik' DIVISION OF ENGINEERING AND ROADS • A DIVISION OF THE PUBLIC WORKS DEPARTMENT William A. Johns, P.E., County Engineer Dennis M. Scott, P.E., Director S P O l< A 1-4 IF , ju- !�-' 19:'Qri Svaf1rzr Bank 7nrernprj,,y Trade verationz z.3. Box 3977 teattle, VA. 9S124 RE: Spokane industrial Part, inc. ESP: 17-27, 21-88. W-88 Dear Sir or Madam: ?' re adr�zet that the irrevocable Letter of Cretin No. (3072321 issued by youz company as surety for inwallaKinz of road3 and associated drainage facilities for the above menzioned plat, dated junuary 20, 1991 in the currTnu amount of S 17 7 =I= m-a-,r be released. if you have any questions, feel free to call our office Very truly yours, Bill aohno, P.E. Spokane County Engineel: & A4zf David A. Berto Plat Compliance Surveyor 1026 W Broadway Ave. • SpokaneWA99260-0170 • (509)456-%600 FAX: (509) 3243478 TDD: (509) 3243166 QF�'ICE GF CaM1�G � f '�' £i4 \ '(� Lh a•^ 1 '- N<4 ?' ? t L '� " {" i h 'J' rY 'ihv `� �4 11 t F a Y ": � a ,r. F .;. _.,, 'S �fi 1 4 a "�7 a: 7G'`� k g"v'`+'Y r y`i,� s�^ } ` 3 � A .N,,' . t ✓ N �n" ^4 v N� - IC• Inter - office +Co unirnho AV 4 r . nr y K a Form 327 —CK 1 r.,. < �. .' n'. w,.::" s. �M: w�`. 4L' w:. .:xew4S:f- Taa`.,>Y:.�..awcx.�t� _.' _�e. +.n �,•_ _ ..:-r _. _..,_ : e ..r.....v .a. .l:.s _< S F L7 K A IV E 0mcE OF Tire COUNTY ENGINEER Ronald (. flormann, P.E.. County Engineer O U IV T Y A DIVISION OF TI IV. PUBLIC WORKS DEPARTMENT Dennis M. Scott. P.E., Director AGREEMENT TO PAY FEES ENGINEER'S AGREEMENT NUMBER This agreement bctweed Spokane County and 61 w i nom. pcnon whose interest in the project Is e R9�� �o� -v4u LIlg not owner, „gAn . < <. is entered into this oZ � day of `' t C 19 � f . This agreement is applicable to the project known as: R - 72 That the individuals and parties named herein as having an interest in the above described property or project agree to the following: t. Reimburse Spokane County for project review and inspection fees as specified in Chapter 9.14 of the Spokane County Code. The fees will be based on actual salary costs incurred by Spokane County for project reviews and I or inspections plus a ten percent administrative charge, and will be billed monthly as accrued. Any billing amounts due, including any expenses incurred ill the collection of an overdue account, must be paid prior to the County's acceptance of the project for filing. If a pro ect is approved and /or filed with a balance still owing, the unpaid balance shall he paid within 30 days of the invoice date. 2. The undersigned agrees tllat these fees are due and payable upon receipt of the pilling as specified above. 3. Any invoices not paid within 30 days of the invoice date will be considered delinquent. If any outstanding balance on the account for this project is not paid within 30 days of the invoice (late, no further reviews of the project documents will be conducted until the entire account balance is paid. Any balance on tine account for this project not paid within 65 days of the invoice date may result III legal action or the initiation of other collectinn procedures, including referral to a collection agency. The Sponsor will be liable for any and all expenses incurred by the County for the collection of overdue accounts. 4. The monthly billing should be sent to the attention of: NAME: ADDRESS: CITY, STATE: ZIP CODE: PHONE 11: 9 oZ (7 I understand that failure to pay these fees may result in delay in completion or approval of the project of other possible Sanctions_ O If this fee agreement is completed by someone other than the Sponsor (i.e., the project owner or a principal in the firm sponsoring the project), such as the Engineer designing the project, then written authorization from tite Sponsor specifically authorizing the Agent to execute this Fee Agreement is aitacled to this Pee Agrecment SIGNATURE 13y :. (PRINT NAME) M RETURN YE TO SPOKANE COUNTY ENGI k\P\t\ 8MClnrn. tee 211/93 1026 W. Broadway Ave. • Sookane. WA 9976n.nnn . rcnoi ,,.. cn,11 1... -- ...__ - q((����JJ�� VOL. i 9 5 PAGE 13'3 BEFORE THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON RESOLUTION NO. J0 1097 IN THE MATTER OF ) CHANGE AND VACATION OF ) CHANGE AND VACATION EUCLID AVENUE ) RESOLUTION COUNTY ENGINEERS ROAD FILE NO. 1949 ) c\ 1V This being the day set for the hearing on the County Road Engineer's Report on the proposed CHANGE AND VACATION of EUCLID AVENUE, proceedings for which were initiated by Preliminary Resolution No. 90 -0965, and it appearing to the Board on proof duly made that notice of the hearing was published and posted in the manner and for the time required by law, and the Board after examining all claims and all maps and papers on file and after hearing the evidence adduced at the hearing and it appearing that the hereinafter described EUCLID AVENUE is useless and the same is no longer needed as a part of the general road system with- in the County and that the public will be benefited by such VACATION, and that the hereinafter described road proposed for ESTABLISHMENT is a public necessity and the same should be established as a County Road. THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Spokane County, Washington, that the hereinafter described portion of public road to -wit: Such proposed establishment is described as follows: that portion of Euclid Avenue as shown and dedicated persuant to BSP 1122 from the north line of the existing Euclid Avenue, westerly to Sullivan Road. and as shown by the records and maps on file in the office of the Spokane County Engineer be and the same hereby.is ESTABLISHED as a County Road and the same shall be known as EUCLID AVENUE, No. 1949. The road supervisor of the road district in which the said road is located is hereby directed to open and maintain the same for public use and travel, upon completion of the construction and acceptance of the roadway by the County Engineer. Such proposed vacation is described as follows: EUCLID AVENUE - vacate existing Euclid Avenue right of way from the east right of way line of Sullivan Road, east to the point of intersection with the Southerly right of way line of the proposed realigned Euclid Avenue, as shown on Binding Site Plan 22, more described as follows: Beginning at the NW corner of Section 12, Township 25 North, Range 44 E.W.M., Thence S.0 0 31'00 "E., 730.55 feet, Thence S.89 49 "E., 56.00 feet to the true point of beginning, thence continuing 5.89 "E., 1866.80 feet to a point on a curve having a radial bearing of N.22 Thence following curve having a radius of 992.00 feet, and delta of 52 a curve length of 216.39 feet on a point on said curve having a radial bearing of N.10 Thence N.89 "W., 2074.27 feet, thence N.0 "W., 30 feet to the true point of beginning. be and the same hereby is vacated in accordance with the provisions of Chapter .36.87 R.C.W. Subject to the County Engineer's Certification to the Clerk of the Board of County Commissioners that the new roadway has been constructed and accepted. PASSED AND ADOPTED B the Board of County J0FOU of Spokane County, Washington, this 11th 56 @tuber, 1990. F`u R R .CORDS REQUEST OF CO BOAOMMISSIONERS OF , WASHINGTON INTEROFFICE JUL 16 3 45 P@I 1 94 AUDi r0 t SPOKANE, COUNty, WASH. ATTEST: WILLIAM E. DONAHUE CIF-RK OF THE BOARD BY D E P U 02260 r> BEFORE SPOKANE COUNTY PLANNING DEPARTMENT IN THE j MATTER OF AN EXTENSION ) OF TIME REQUEST FOR BSP -22 -88 ) FINDINGS OF FACT PHASE HI SPOKANE INDUSTRIAL ) CONCLUSIONS ANL PARK AN APPROVED PRELIMINARY) DECISION BINDING SITE PLAN ) AUG 0 61991 SPL'mE cal ,: 1111 ..EER THIS MATTER, a request for an extension of time from Spokane Industrial Park has been received and decided upon, pursuant to Spokane County Subdivision regulation (Chapter III, Section G) and RCW 58.17.140. FINDINGS OF FACT 1. The individual signing below has been properly delegated the responsibility for rendering this decision by the Spokane County. Director of Planning. 2. The subject preliminary binding site plan was approved by the Planning Department on May 5, 1988. The proposed binding site plan is zoned Heavy Industrial (I -3). 4. The proposed binding site plan is located east of Sullivan Road north of Marietta Drive in the NW 1/4 of Section 12, Township 25 North, Range 44 EWM, Spokane County, Washington. Spokane County has established specific criteria for considering the extension of time for the expiration of the preliminary binding site plan. These criteria are found in Chapter III, Section G of the Spokane County Subdivision Ordinance and have been used as a basis for this decision. The Comprehensive Plan designates this area of the preliminary binding site plan as Industrial, and the location is within the Priority Sewer Service Area. The Comprehensive Plan designation remains the same since the original preliminary binding site plan approval. 7. No additional conditions have been recommended by the various reviewing agencies and departments, including the County Engineer's Office, County Health District, County Utilities and the Department of Building & Safety. This is the fast request for a time extension. The total life of the preliminary binding site plan has been approximately three years. 9. The following facts are also relevant. The original binding site plan application included phasing of the entire project. Separate file numbers were assigned to each phase. Phase I (BSP- 17 -88) and Phase II (BSP- 21 -88) have been finalized. Significant progress has been made in finalizing this phase of the original binding site application. CONCLUSIONS BASED UPON A REVIEW of (a) the criteria for approving an extension of time of the expiration date for a preliminary plat and (b) the above Findings of Fact, the following conclusions are made. A significant portion of the original preliminary binding site plan has been finalized and a three year time extension is justified. 2. The applicant/owner should show continued progress toward complying with Chapter III, Section G, of the Subdivision Ordinance before requesting an additional extension of time. Extension of Time Findings BSP -22 -88 Page 2 DECISION BASED UPON THE ABOVE Findings of Fact and Conclusions, an extension of time request for application BSP -22 -88 is hereby APPROVED until September 1, 1994. CONDITIONS OF APPROVAL SPOKANE COUNTY PLANNING DEPARTMENT CONDITIONS (UPDATED) All conditions imposed by the Planning Department shall be binding on the "Applicant" which term shall include the owner or owners of the property, heirs, assigns and successors.- 2. The proposal shall comply with the Heavy Industrial (1 -3) zone(s) as amended. 3. That the following statement be placed in the final binding site plan dedication: "No more than one primary use be placed on any lot nor shall any lot be further subdivided for the purpose of creating additional lots, ownerships, or building sites without fast filing a replat." 4. The final binding site plan shall be designed substantially in conformance with the preliminary binding site plan of record as legally described and advertised. No increase of lot number shall occur without a new application submittal and approval. 5. The Planning Director /designee shall review any proposed binding site plan to ensure compliance with these Findings and Conditions of Approval. 6. A binding site plan name/number shall be indicated before the binding site plan is filed, such name/number to be approved by the Planning Director /designee. 7. Appropriate road name(s) shall be indicated. 8. The binding site plan shall indicate yard setback arc lengths on cul -de -sac lots which meet or exceed the minimum frontage of the underlying zone of the binding site plan. 9. The binding site plan map shall indicate by a clear, dashed line the required yard setbacks from all private, "Tract X" or public roads. The dedication shall contain the following statement: "Side yard and rear yard setbacks shall be determined at the time building permits are requested unless these setbacks are specifically drafted on this final plat. The setbacks indicated on this plat may be vaned from if proper zoning approvals are obtained." 10. Appropriate utility easements shall be indicated on copies of the proposed binding site plan. Written approval of utility easements by appropriate utility companies shall be received with the submittal of the binding site plan. 11. Three (3) current certificates of title shall be furnished to the Planning Department prior to filing the binding site plan. 12. A plan for water facilities adequate for domestic service and fire protection shall be approved by the water purveyor, appropriate fire protection district, County Building & Safety Department and County Health District. The agencies will certify on the Water Plan, prior to the filing of a binding site plan, that the plan is in conformance with their respective needs and regulations. The Water Plan and certification shall be drafted on a transparency suitable for reproduction and be signed by the.binding site plan sponsor. 13. The water purveyor shall certify that appropriate contractual arrangements and schedule of improvements have been made with the binding site plan sponsor for construction of the water system in accordance with the approved Water Plan. The time schedule shall provide for completion of the water system and inspection by the appropriate health authorities prior to application for building permits within the binding site plan. The arrangements or agreements shall include a provision holding Spokane County and the purveyor harmless from claims by any lot purchaser refused a building permit due to the failure of the subdivision sponsor to satisfactorily complete the approved water system. 14. The binding site plan dedication shall contain the following statement: "The public water system, pursuant to the Water Plan approved by county and state health Extension of Time Findings BSP -22 -88 Page 3 authorities, the local fire protection district, County Building & Safety Department and water purveyor, shall be installed within this subdivision or binding site plan, and the applicant shall provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot and prior to issuance of a building permit for each lot." 15. No building permit will be issued for any lot within the 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 binding site plan," including a signed license stamp. The certification may be in the form of a letter, but is preferred to be certified on a copy.of the Water Plan as a schematic map showing the "as- built" water system. 16. The Water Plan and the above four (4) conditions of approval regarding the Water Plan may be waived by the Planning Director /designee upon receipt of letters from the appropriate water purveyor and fire protection district stating that simple connections to an existing, approved water system will provide adequate domestic and fire protection water to ensure the public health, safety and general welfare. 17. Prior to filing of all or a portion of the binding site plan, the applicant's surveyor shall submit one or more maps outlined in red of the area being finalized. The scale shall match the appropriate assessors map scale. 18. A survey is required prior to the filing of a binding site plan. SPOKANE COUNTY ENGINEER'S DEPARTMENT CONDITIONS (UPDATED) 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. That conditions of approval of the binding site plan by the County Engineer is given subject to dedication of right of way and approval of the road system. In conjunction with phasing of the final binding site plans, specific conditions appropriate to each phase will be specified. 2. The proposed binding site plan 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. 3. The applicant shall deed to Spokane County 14 feet of the subject property for road right of way along Sullivan Road and shall construct an additional traffic lane along Sullivan Road from Marietta Avenue northward to the intersection of Euclid Avenue realigned. Construction may be phased as development occurs along the Sullivan road frontage. 4. ; The applicant shall deed to Spokane County 48 feet of right of way for Marietta Avenue in the alignment as shown on the preliminary binding site plan. 5. 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. 6. Prior to the filing of each phase of the final binding site plan, appropriate plans, profiles and cross sections as determined by the County Engineer for Sullivan road, Euclid Avenue and /or Marietta Avenue showing proposed street centerline and curb grades be submitted for approval; road plans to be prepared under the direction of licensed professional Civil Engineer. Euclid Avenue road plans and improvement are to include full depth pavement design and construction (includes existing travelway connection to Flora Road). That appropriate road drainage plans and design calculations as determined by the County Engineer showing the alignment of drainage facilities be submitted for approval. Drainage plans to be prepared under the direction of a licensed professional Civil Engineer. 7. The applicant shall submit for approval by the Spokane County Engineer prior to the release of a building permit a surface water disposal plan for the building site or portion thereof if the development is phased. Prior to the release of a building permit, 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. Extension of Time Findings BSP -22 -88 Page 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. 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 construction within the existing or proposed public right -of -way is to be completed prior to filing each final plat, or a bond in the amount estimated by the County Engineer to cover the cost of construction of improvements, construction certification, "as- built" plans and monumenting the street centerlines shall be filed with the County Engineer. 12. The applicant shall construct Euclid Avenue and Marietta Avenue as shown on the preliminary binding site plan as public roads. These roadways shall be constructed in compliance with the typical roadway cross sections designated and approved by the County Engineer. All other roadways shown on the preliminary binding site plan shall be private roads. 13. The change in alignment and vacation of current alignment of Euclid Avenue shall be approved by the Board of County Commissioners prior to the filing of the binding site plan containing that particular phase of the development. Prior to the acceptance of the new alignment of Euclid Avenue by Spokane County, the right of way for the new roadway must be deeded to the County and the new roadway constructed per the approved Typical Roadway Cross Section. The vacation of the existing Euclid Avenue will not become final until the new alignment is established by the Board of County Commissioners. The change in alignment and vacation of the current alignment of Euclid Avenue shall be approved by the Board of County Commissioners prior to the filing of the binding site plan containing that particular phase of the realignment. 14. In conjunction with the realignment of Euclid Avenue the applicant is responsible for the reconstruction of the existing traffic signal system at the Sullivan Road and realigned Euclid Road intersection and for the construction of the entire additional traffic lane on Sullivan Road. 15. In conjunction with the requirements of Short Plat 457 -86 the applicant is responsible for the future construction of a new traffic signal system at the intersection of Sullivan Road and Marietta Avenue when the intersection meets traffic engineering warrants for traffic signal construction. 16. That the minimum curb radii at all street intersections within the proposal shall be 30 feet. Minimum radii at Sullivan Road intersections shall be 40 feet. 17 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 improvements, pursuant to RCW 36.88, as amended. At such time as an RID is created or any Road Improvement Project is sanctioned by Spokane County, the improvements required (curb, sidewalk, drainage control and paving to existing pavement) will be at the sole expense of the undersigned owner(s), their heirs, grantees and assigns. 18. Should an RID be pursued, it shall be the responsibility of the applicant to provide road and drainage plans sufficient for the creation of a RID. These plans shall be prepared by a licensed professional civil engineer and shall be prepared in compliance with Spokane County road standards and drainage guidelines. In order to construct required roadway improvements on Sullivan Road, Marietta Avenue and Euclid Avenue, the applicant may petition the Board of County Commissioners to create a RID. The RID must be created by the Board of County Commissioners prior to the filing of the binding site plan. 19. The following statement shall appear on the binding site plan document 'Parking will be prohibited along Euclid Avenue." 20. A statement shall be placed on the binding site plan document that no direct access be allowed from lots to Sullivan Road or Flora Road. Extension of Time Findings BSP -22 -88 Page 5 21. Direct access from lots to Marietta Avenue and Euclid Avenue shall be limited to the access points approved by the County Engineer and as shown on the preliminary binding site plan. 22. A minimum 20 foot wide easement shall be provided along the east side of Sullivan Road, Euclid Road and Marietta Avenue. The purpose of the easement is to accommodate pathways, landscaping, and drainage from roadways. 23. A system of pathways, accessible to the public, be constructed along Sullivan Road, Euclid Road and Marietta Avenue. The pathway is to be located within the common pathway, drainage and landscape easement area. That a statement shall be placed on the binding site plan permitting Spokane County to enter within the easement for the purpose of drywell and sign maintenance. Snow removal from the public roadways shall be permitted with the easement. Maintenance of pathways, drainage swales and landscaping areas shall be the responsibility of the applicant. 24. The proposed private roads as shown on the preliminary binding site plan are approved by the County Engineer. 25. The following statement shall be placed in the dedication of the final binding site plan: "The private road as shown hereon is an easement which provides a means of ingress and egress for those lots within the binding site plan having frontage thereon." 26. Private road plans with connections to a public road are the responsibility of the developer and are required prior to the release of a building permit. A statement to this effect shall be placed in the binding site plan document. 27. Private roads be improved to a minimum improved surface width of 30 feet with a minimum 20 foot wide landscaping and drainage easement on either side of the roadway. Subject to approval under Section 10.207 of the Spokane County Fire Code. (9 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 language of the binding site plan. 29. The following statement shall be placed in the dedication of the final binding site plan document: "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, change of use permit or certificate of occupancy 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 mad as provided herein." 30. The following statement shall be placed on each phase of the binding site plan: "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 Road Improvement District (RID) by the petition method pursuant to Chapter 36.88 RCW, which petition includes the owner(s)' property, and further not to object, by the signing of a ballot, to the formation of an RID by the resolution method pursuant to Chapter 36.88 RCW, which resolution includes the owner(s)' property. If an RID is formed by either the petition or resolution method as provided for in Chapter 36.88 RCW, the owner(s) or successor(s) further agree: (a) that the improvement(s) or construction contemplated within the proposed RID is feasible; (b) that the benefits to be derived from the formation of the RID by the property included therein, together with the amount of any County participation, exceed the cost and expense of formation of the RID; and (c) that the property within the proposed RID is sufficiently developed. Extension of Time Findings BSP -22 -88 Page 6 Provided further that the owner(s) or successor(s) shall retain the right, as authorized under RCW 36.88.090, to object to any assessment(s) on the property as a result of the improvements called for in conjunction with the formation of an RID by either petition or resolution method under Chapter 36.88 RCW, and to appeal to the Superior Court the decision of the Board of County Commissioners affirming the final assessment roll. It is further agreed that at such time as an RID is created or any Road Improvement Project is sanctioned by Spokane County, the improvements required (curb, sidewalk, drainage control and paving) will be at the sole expense of the undersigned owner(s), their heirs, grantees and assigns without participation by Spokane County. The RID waiver contained in this agreement shall expire after ten (10) years from the date of execution below. However, the owner(s) or successor(s) agree that if said RID waiver expires without construction of the required improvements, the owner(s) or successor(s) agree to construct the required improvements at their own expense, pay to Spokane County the then estimated cost of the required improvements to enable the CouyAy to complete the same, or furnish a bond or other secure method uitable to the County which may include the execution of another RID waiver agreement) roviding for or securing to e County the actual construction of the improvements. All of the requirements of this agreement shall run with the land and shall be binding upon the owner(s), their successor(s) or assign(s)." COUNTY HEALTH DISTRICT CONDITIONS (UPDATED) A combined surface water and sewage disposal detailed plan shall be approved by the Spokane County Engineer and the Spokane County Health District prior to the issuance of any on -site sewage disposal permit or 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 Health. 5. Prior to filing the final plat, the sponsor shall present evidence that the plat lies within the recorded service area of the water system proposed to serve the plat. 6. A public sewer system will be made available for the plat/project, and individual service will be provided to each lot prior to sale. Use of individual on -site sewage disposal systems shall not be authorized. A statement shall be placed in the dedication to the effect that: "A public sewer system will be made available for the project and individual service will be provided to each lot prior to sale. Use of individual on -site sewage disposal systems shall not be authorized." The dedicatory language on the plat shall state: "Use of private wells and water systems is prohibited." 9. The plat dedication will contain a statement to the effect that: "The public water system, as approved by county and state health authorities, the local fire district and purveyor, will be installed within this plat, and the subdivider will provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot." COUNTY UTILITIES DEPARTMENT CONDITIONS (UPDATED) The dedication shall state: "The owner(s) or successor(s) in interest agree to authorize the County to place their name(s) on a petition for the formation of ULID by petition method pursuant to RCW 36.94, which 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 Extension of Time Findings BSP -22 -88 Page 7 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." 2. Any water service for this project shall be provided in accordance with the Coordinated Water System Plan for Spokane County, as amended. Project will connect to existing Spokane Industrial Park Sewer System. Review and inspection of the sewer plans will be the responsibility of the applicant. BUILDING AND SAFETY DEPARTMENT CONDITIONS (UPDATED) The required fire flow for any building or subdivision is determined by building size, type of construction and proximity of exposures. Based on information presented to this office regarding this subdivision, the minimum fire flow established by code of 500 gallons per minute for 30 minutes is being required. Project is located within Fire District No. 1. The required fire flow is determined by the district. 3. Fire hydrants for commercial and industrial buildings shall be located so that no portion of the building exterior is more than 175 feet from the hydrant. 4. Fire hydrants shall be located so as to be accessible to fire apparatus and not be obstructed by any structure or vegetation or have the visibility impaired for a distance of 50 feet in the direction of vehicular approach to the hydrant. 5. Specific location of hydrants shall be determined by the Fire District. 6. The applicant shall provide verification from the Fire District to the Department of Building and Safety that provisions have been made for adequate fire protection prior to the release of building permits. WA STATE DEPARTMENT OF ECOLOGY CONDITIONS (UPDATED) A new water right application for any new well s will probable be required for this project. Please contact the Department of Ecology's Eastern Regional Office at (509) 456 -6199 for further information. WASHINGTON STATE DEPARTMENT OF SOCIAL AND HEALTH SERVICES Water main extension/water system expansions require the applicant to complete a Water System Plan and submit plans and specifications for approval before construction of the proposed water mains. DATED THIS �& DAY OF AUGUST, 1991. Thomas Veljic Planner I Under state law and county ordinance, you have the right to appeal this decision to the Spokane County Hearing Examiner Committee. Upon receipt of an appeal, a public hearing will be scheduled. To file such an appeal, you must submit a letter along with $100 processing fee,to the Spokane County Planning Department, within ten (10) calendar days from the date this decision is signed. If you have any questions, please call the Planning Department at 456 -2205. sam Extension of Time Findings ESP -22 -88 Page 8 c: County Engineer County Utilities County Health District County Building & Safety Spokane Industrial Park, 3808 North Sullivan Road, Spokane, WA 99216 1670 Taylor Engineering, 106 West Mission, Suite 206, Spokane, WA 99201 6EB 2 5 1960 ZONE CHANGE ZE -4 -60 - RESTRICTED INDUSTRIAL TO MA14UFACTURING% SPOKANE INDUSTRIAL PARK., INC. Planning Commission Recommendation: Approve for the following reasons mm± • - 7 1. The proposed zone change is in harmony and not in conflict with the Comprehensive Plan for the Spokane Valley. 2. In the opinion of the Planning Commission, the zone change cn the property in question from Restricted Industrial to Manufacturing will not have a detrimental effect upon adjacent and surrounding properties, and the property in question is bounded by a state highway to the north railroad to the south, industrial plants to the west, and vacant land to the east. B. General Data 1 Location: Sections 1,2,11 and 12,Township 25 N., Range 44,E . W . M, Property bounded by FlomRoad on the east; S.S.H. #2-H on the north; a lino 1/4 mile west of Sullivan Road on the west (Prograss Road, extended), except the portion already zoned Manu -• facturing; and the Spokane International Railroad to the south, 2, Applicant: Spokane Industrial Park, Inc. Sullivan Road Spokane 69, Washington 3. Site Size: Apprwdmately 876 acres 4� Existing Zoning: Restricted Industrial established November 11, 1955, December 27, 1955, and January 24, 1956. S. Proposed Zoning: Manufacturing 6, Proposed Use of Property: Industrial Park 7, Application of Zoning Provision: Chaptar 4,21,3ections 4,21,010- 4.21,180 -y- AGMIDA, ;'EBRJARY Mf TRIG SPOKANE COUTY PLp2032:G ColedISSIOd Time: Thursday, February 25, 1960 11:00 A.H. Place: Assembly Roca, County Court House ZOI� C'L9iaG� 1. �.� R83to'�Ct I�lLftl" _ t0 A'�L' 8!.'t!yl�C'�piFt. a. Site investigated by Pla nning Cosmission Staff b. Locaticn: Sections 1 2, 11 6 12, Township 25 tJ., R, fie 44 E.U.-K Property bounded by Flora Road on the asst; S.8.11.;f2 -H on the north; a lin-s 1/4 zaile west of Sulliv Road on the west (Progreso Road, e:ztended),except thst portion alra..dy zoned and thm Spokane International Railroad to the south. C. h f7l'1(J'_zt: Spoken Industrial Park, Inc. Sullivan Road Spolmna 69, Weshzngton d. Site Sisst App; Oz.- L :Ately k acres V. 8+iot )g Zocing Pestvictod Ip6mat27ial, estabU asd 11 1955, Dece^aei' 27 1955, atd Januaiy 24, 1956 %. :o o ,,3 Zoning : .u_uct.s,.n Z. 41 °oposed Uso of Property: Park h. Application of Zo;:i3;;; 1 =on: Chapter 4.21, Sections i,.21- 040 - 4.21.080 U f r.. ri I NO, BEFORE THE BOARD OF COUNTY COA - NUSStONER3 OF SPOWTEP COUNTY, WASI- 7IVCT()iJ is THS KASTER or OitAH= To 3031M W rm j 8882RUM INDLISIRM TO ULMWAU AIM 03 pOR SMS RESOLUTION OF Si4 mS 1 2 u and 12 TONSsmP as n et } Run µ, 2011.H. SPOURS 000 l MAC. } } The ab;,ve• entitled matter coming or recrilaily 1:1 ihearingr befo r. the Beard of County Couun13510 ners of Spokane Cowity„ Washirgter., on this day, and it appeasing to tho Board that the Spokane Cow'W Pinning CommWzion has given due notice of tile Re_ ing on the matt -r in the manner and for title time provided by law' that s id Planning Cosnrtssion has held a public nearing as required; and that the said Planning Comraiselon concurs in the plar. to zone the following described property as. Ill of that -y t Of S 1, Township 25 S.. 8rsge " 1,y1% Muth of the oenter lion of s. S. s �•8 That part of the o 2/2 of the 0 1/2 of 800tiva 2, Township 23 R., Baage ,6q, B.Y.@i. IYLaB south of a. s. R . @,1.5 (front Road), ~ that portion aLre * coned Moauhotariag. The o 112 of the o IA of section U lying north of the south right -of-mg Line of spokeng International Railroad. 111 of section 22, Tommship 25 s., So%* " 171% north of the moth right -of-my 13910 of the 8potano International Railrced. TLe p" M y L bounded on the Oast qy Born Soad/ on the north qy s..8.8, p2.B (Treat MA I on the Mat V Progrq+ Road entended, and oa the south by the Spokane International NOW, HEREFORE, BE IT RESOLVED, *_r<a` th3 abo dudes :,bsd proporty be, and the sane hereby is, zoned under the classi£aca ;10n Of RMPAATORM, as da ad in ±ha Zonlrg Ordinarc<< of Spo ane County, adopted August 25, iS53 as amended. PASSEL BY THE 130ARD TIUS DAY C•'r' ' � �_ .ti a lg,rr a ATTEST: rX { ).- r rurc•n Cler' c` chW �o3ca By DepWcv DOi =. ?D OF CCiT3':'E';' C.:O�.4 ?' /tTu3lUrdERci Cl, 8;'0svA!141i CGUNSY. 'VL':0111 JCiTON This is to ca :,,liy th r,, phis l: a truE Resolution, it ' passes by ;1:C B•J "a: Fill r +• -- �..y.. __•_•_- _.- ..- _ -.. -�. -- .__..- ._...�_.... day of 1;;, Z30 ;: <� � - r —. �,. / I hereby C,i that i hav 'posted the above c,2ar;as era cuvisic2l::; :J:i. K12° zening map in the i:ul_jeg Coda anu do fur.' zr rear i-y :haz the zcn: cic: S,Jllc non chant/ is ;h sat; as desc-:bei; ab - -�Oe an?d shown c, thr: at4aehed map. r7= 1„= i' i I i I MAP OF SPOKANE VALLEY SPOKANE COUNTY WASHINGTON COUNTY ENGINEER'S OFFICE CJLHAFFIN5 COUNTY ENGINEER q ua r n* A .. a wa • vea omc.. +,. LEGEND N aY auoa. A-A. a s i4Y. • av "... OF ° I f AC UMb ROLL /NG wmcr x.woF I' � I• I` I s I Is I' :I _ ly W I I- i �7 1, J :I a Y I � la i �I I. =j Is I I I. I I' I. I: I I' I I I s i 1, J :I a Y I � la i �I I. =j Is I ril I G R F14 fro F ON ,fify,lq Q - SLULLIVAn/ I Io ' V Z ' ' V mm r9 N O 0 a z. F ON ,fify,lq Q N S -- _ - _ t I -n v l A E co O O \ I ` 1 I -- - T - _ I b eL N IPID \ a� - .r D - Io ' < ' V S -- _ - _ t I -n v l A E co O O \ I ` 1 I -- - T - _ I b eL N IPID \ a� DIRECTORS WESLEY B. ANDERSON CARLOS H. LANDA NAVE G. LEIN TOM M. SMITH ROBERT L. SWARTZ HAROLD B. THORNHILL BERT R. HARDEN JUNE BASTIAN LLOYD K. MILLER CAL O. TIDRICK TOM S. SMITH HARRY G. CHAMBERS ALVIN B. HEFTE MRS. LOYD BORJESSAN JOHN HORNICK ALAN V. CARLSON JOSEPH W. CUSTER HARRY M. ROBLEE COMMUNITY DIRECTORS WM. H. ROBERTS Dishman LEO M. OESTREICHER University Place EARL H. SCHMIDT Otis Orchards TED THOMPSON Liberty Lake G. R. LEGGE Pinecroft LOREN LEMEN Greenoaes M. E. HAWK Millwood ARTHUR G. EDMONDSON Opportunity WARNER FAUPELL Veradole Cow p Comm -oaiOa Coua t flou. Spohaae Wa�dUnq taa The Spohzme Va( ey ChaMbe2 O� Comneace 44 .eufpoatinq, the pae than a j aegue iYe by the SpohamL.e faA -jar' and ua zL4 aegueat ,that ,i t be appaavec� The Spohaae Valley Chambez. o� Comwwe aeguea Aa.;6 the f.lalrL,irLq ComuLda a Mahe wzilea adv.L.eeenerzt and mn.aiden,- a— iwa .tlle aerming a� .the erLtiae area �,wm ,the Kamen, pwpezV Ca.af .ta FJoza /toad and �wm TAe Averute ;6r; .the /aver ad °niuc�actwci'T�. Thanhirtg you Pa youa. 000pew.&oa in Ae p cj.f .&L A ;62 Va Q y9muzg p & Youn.d Pt a bettea uaUe sma6 V&16Y C w1v qku Tom I slush, %ae�idenf �, l' TSS: in RF 1 .. - SfOX....._ Y i "The Spokane Valley— Eastern Gateway to the Evergreen State" OFFICERS TOM S. SMITH ..............President LLOT IN YD D. MAR .... .... .... .......... .. . .Imm. Past Pre$. HARRY G. CHAMBERS ..Vice Pres. CHAMBER OF COMMERCE TOM M. SMITH ..............Treasurer ARTHUR G. FREUND ......Secretory EXECUTIVE COMMITTEE E. 10303 SPRAGUE AVE. TELEPHONE WAlnut 6.1021 Alvin B. Hefte Harry M. Roblee MAIL ADDRESS, P.O. BOX 21, OPPORTUNITY, WASHINGTON Lloyd K. Miller Joseph W, Custer Carlos H. Land. Feb � � Q 5, Bert R. Harden Lloyd D. Martin Cow p Comm -oaiOa Coua t flou. Spohaae Wa�dUnq taa The Spohzme Va( ey ChaMbe2 O� Comneace 44 .eufpoatinq, the pae than a j aegue iYe by the SpohamL.e faA -jar' and ua zL4 aegueat ,that ,i t be appaavec� The Spohaae Valley Chambez. o� Comwwe aeguea Aa.;6 the f.lalrL,irLq ComuLda a Mahe wzilea adv.L.eeenerzt and mn.aiden,- a— iwa .tlle aerming a� .the erLtiae area �,wm ,the Kamen, pwpezV Ca.af .ta FJoza /toad and �wm TAe Averute ;6r; .the /aver ad °niuc�actwci'T�. Thanhirtg you Pa youa. 000pew.&oa in Ae p cj.f .&L A ;62 Va Q y9muzg p & Youn.d Pt a bettea uaUe sma6 V&16Y C w1v qku Tom I slush, %ae�idenf �, l' TSS: in RF 1 .. - SfOX....._ Y i "The Spokane Valley— Eastern Gateway to the Evergreen State" i RECF:1�''_'� SPOK.- , FE13 4'960 SPOKANE COUNTY PLANNING COMMISSION .- Court House, Spokane 1, Washington " - .... _. ...... _.. .. ..... _ APPLICATION FOR ZONING HEARING 7 Date: ianuary 20, 1960 Application No.: � — = �D D Name of Applicant: Spokane Industria_l J!Ark� Tnn_ - - -- Street Address: -qullivnn Anad City: c i.s a Lo State: _Wg4hin .on Telephone Number: WA 4 -1720 Existing Zone Classification: — rep /Noesriti.P�. Date Existing Zone Classification Established: ✓,oA/ 27, /9SS Proposed Zone Classification: /yJQNc,F vc; der/✓&I- Proposed Use of Property: Industrial Park No. of Acres: 5�),_ !Agal Description of Property: Spokane Industrial Park.-In ormerty — Naval Supply Depot (Velox) Legal Description Attached Section; One Township: osN age: _ 'h4p Street Address of Property: Sullivan Road Whb Holds Title to the Property United States Government If you do not hold title to the property affected by this application,what is your interest in it? Purchase Contract A SKETCH OF THE AREA PROPOSED FOR A ZONE RECLASSIFICATION MUST BE ATTACHED WITH THIS APPLICATION, THE SKETCH MUST BE ON A SCALE OF V = 400'. Maps may be secured from the County Engineers Office, Court House, ALL OF THE FOLLOWrNG QUESTIONS MUST BE ANSWE , 1. What are the crangad conditions which are alleged to warrant other or additional zordng: Pr will be developed into a true Industrial Park and to provide more flexability in establishing an industrial compl it is necessary to have t he zoning changed to Manufacturing. 2. What facts justify the proposed zone reclassification based on the advancement of the public health safety and general welfare? In order to stimulate economic progress in the area, it is necessary to att new industry. In order to do this, it is necessary to have proper zoning so that various types of manufacturing can be accommmodated. I 3. What effect will tho proposed zone reclassification have on tho value and character of adjacent property? Whereas other property in the immediate area is already zoned manufacturing this will serve to create a larger area of the same zoning and tend to attract industry into the zoned area. It should in no way be a detriment to adjacent property and should enhance its value. 4. Can a reasonable return from or reasonable use of the property in Question be aacured undar the e2dsting zone classification? No. Full use of the property cannot be made und t he existing oni classification. THE NECESSARY FEE MUST ACCOMPANY THIS APPLICATION, ANY APPEAL FROM ACTION OF :HE COUNTY PLANNING COMMISSION MUST BE PRESENTED IN WFMNG TO THE BOARD OF COUNTY COMMISSIONERS WITHIN SEVEN (7) DAYS FROM THE DATE OF PUBLIC HEARING YIELD BY THE PLANNING COMMIISSION. (Signed) _ A 1W rte D- 8e January 20. 1960 Spokane County Plarming Commission County Court House Spokane 1 Washington Gentlemen: we, the undersigned property owners, raquest the Spokane County Planniav Commission (to consider a zoning plan) or (to consider charg9ng the zoning map) from Restricted Industrial to _ Manufacturing on the folloviing described proparty: Spokane Industrial Park, Inc. formerly Naval Supply Depot (Velox) Ca e� t e���KG -M.x _Covt�..Ze - +e cam• U, 7 3. — �ivl3Iorb 3 C' ;Z asp v9L yz yA Sec /'.- S's .Y -4Y / /Z Ni 5> � 107 SCC. / /-o7S�- JVC d .%T Sec, //- / t�2'c'e /S l F9- /C n +_ JV� � Date T _.._— Spokew County Planning Commission County Court house Spokane 1 Washington Gentlemen: We, the undersigned Property owners, request the Spokane County Planning Commission (to consider a zoning pian) or (to consider changing the zoning map) from R estricted Industrial -- _ -to on the following described Property: Spokane Industrial Park formerly Naval Supply Depot (Velox) 1, 2. 3. e, 5, M 7 3 io NAAa ADDRESS L ;AL 7]EBUJUtrK UPI Ut r3cvrr.nai_ r [ p H p apire P er amp by V/• � Millwood, Washington 5'" ,, / - 9a h Y9 E G - / 1 T n vs F 7'....�i. S'� Presides P.5 4 �- 1/ F Bate January 20 1960: - — Spokane County Plaaning Commission County Court House Spokane 1, Washington Gentlemen: We, the undersigned property owners, request the Spokane County Planning Conmiacion (to consider a zoning plan) or (to consider changing the zoning map) from Restricted Industrial to Manufacturing on the following described property: Spokane Industrial Park, Inc. formerly Naval Supply Depot (Velox) ' 2S Al y j2 L• Y�j y 7 7 1 S e C 9- of S .f 17 5. 6. 3 ZE -4 -60 In the matter of a hearing to consider changing the Zoning Map from Restricted Industrial to Manufacturing on property bounded by Flora Road on the east; S. S. H. #2 -H on the north; a line 1/4 mile west of Sullivan Road on the west (Progress Road, extended), except that portion already zoned Manufacturing; and the Spokane International Railroad to the south. All in Sections 1, 2, 11, and 12, Township 25 N., Range 44, E.W.M.,.Spokane County, Washington. AFFIDAVIT OF POSTING STATE OF WASHINGTON ) SS. COUNTY OF SPOKANE ) 4 t r '.L'Al ! C" <' ,L being first duly sworn, deposes and says- That at all times mentioned herein he was, and now is, a citizen of The United States, a resident of Spokane County, Waahington, and over the age of twenty- -one years. That on i ,_ 19 (� he personally posted three (3) true and correct copies of the hereto attached NOTICE OF PUBLIC HEARING at the following places in Spokane County, to -'wit: L in 1 . !: !; % Y,` ✓] . L Subscribed and sworn to me a NOTARt PUBLIC IN AND FOR SPOKANE COUNTY, `WRSHING'TON ye-sidinn r, Spokcne, ^lashington. 2 . Subscribed and sworn to me a NOTARt PUBLIC IN AND FOR SPOKANE COUNTY, `WRSHING'TON ye-sidinn r, Spokcne, ^lashington. SE4 FIRS T BANK L/C NO: G072321 PAGE: 1 INTERNATIONAL TRADE OPERATIONS 800 FIFTH AVENUE, FLOOR 31, SEATTLE, WASHINGTON 98104 P.O. BOX 3977, SEATTLE, WASHINGTON 98124 JULY 30, 1993 BENEFICIARY: SPOKANE COUNTY ENGINEERS N. 811 JEFFERSON SPOKANE, WA 99260 -0170 ACCOUNT PARTY:. SPOKANE INDUSTRIAL PARK, INC. N. 3808 SULLIVAN RD, BLDG N -15 SPOKANE, WA 99216 �gZtrVr17 AUG 0 51993. FAXED TO: MR. DAVID BERTO FAX NO: 509- 324 -3478 OUR LETTER OF CREDIT NUMBER G072321 DATED JANUARY 20, 1991 IN FAVOR OF SPOKANE COUNTY ENGINEERS IS AMENDED AS FOLLOWS: 1. AMOUNT IS INCREASED BY 97,500.00 U.S. DOLLARS TO NEW LETTER OF CREDIT BALANCE 177,500.00 U.S. DOLLARS 2. CHANGE SPECIAL CONDITION NUMBER 2 TO READ: 2. EACH DRAWING UNDER THIS LETTER OF CREDIT, COVERS THE ASSURANCE OF COMPLETION OF INSTALLATION OF ROADWAY IMPROVEMENTS, INCLUDING GRADING, GRAVEL, PAVING, CURBS, SIDEWALKS, STORM DRAINAGE, DRAINAGE SWALES, MONUMENTS, STREET SIGNS AND 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 MARCH 14, 1989 (BSP 17 -87), MARCH 20, 1989 (BSP 21 -88) AND JANUARY 30, 1991 (BSP 22 -88). THIS LETTER OF CREDIT IS OTHERWISE UNCHANGED. THIS IS AMENDMENT NUMBER 004. THIS AMENDMENT CONSTITUTES AN INTEGRAL PART OF AND MUST BE ATTACHED TO THE ORIGINAL CREDIT. YOURS FAITHFULLY, County Eegieeerig * ** CONTJ"ftm�N3 -42pp pAt�WkW5.T. •SEAFUS66 BOND ESTIMATE -------------------------- ----=-- --------=---- - - - - -- 1 V ----------------------- PROTECT Binding Site Plan,22 NEW EUCLID NAME RBT DATE 15-Jan-91 DRAINAGE ITEMS UNITS OUANITY PRICE COST 1) Drywell - Type A EA 7 1250.00 8750.00 2' Drywell - Type R EA 12 1465.00 . 17580.00 3) Grate - Type I EA 4 325.00 1300.00 4) Grate Type 2 EA 1 330.00 330.00 5) Grate - Type 3 EA 13 320.00 4160.Oo 6) Backfill For DW CY 690 14.70 10143.00 7) Concrete Inlet EA 575.00 0.00 8) C.M. Pipe 10" Dia. LF IS. OQ 0:00 9) C.M! Pipe 12" Dia. LF . 24.6o o.00 10) C.M. Pipe 15" Dia. L.F 29.00 0.00 11) C.M. Pipe 18" Dia. LF 15 24.00' 360.00 12) Precast Manhole EA 1435.00 0.00 13) Solid lid EA .300.00 0.00 14) Ditch Excavation CY 3572 8.65 30897.80 15) Sod SF .32148 0.50 16074.00 ----------------------- NON STANDARD DRAINAGE ITEMS ---------------------------------------------------------- 7 -------------------- 1) Removal of Existiqg C.B. EA G 150.00 90O.V) 2:) 0. 00 3) 0.0o 4:) 0. 00 5:) 0.00 6) 0. 00 -------------------------------------- ---------------------------------------- DRAINAGE SUBTOTAL 90494.80 ------------------------------- I ----------------- 7 ---------------------- L ----------- 16) Monuments EA 140.00 0.00 17) Barricade LF 32.00 0.00 IS) Street Signs EA 75.00 0.00 -------------------- ---------------------- ---------------- 7 ---------------------- OTHER SUBTOTAL 0.00 ------------------------------------- ---------------------------------------------- GRADING, SURFACING, CURB, AND SIDEWALK' 19) Rough Grade CY 32853 8.65 284178,45 20) Top Course CY 10.60 0.00 21) Base Course CY 13467 10.60 142750.20. 22) Asphalt Concrete Tons 6924 42.65 295306.60- 23) Curb Type A LF G. 0(_) 0.00 24) Curb Type B LF 6966 7.90 54241.40 25) Curb Type R LF G.90 0.00 26) Sidewalk SO YD 489 14.75 7212.75 -------------------------------------------------------------------------------- NON-STANDARD ROAD ITEMS ------------------------- ---------------------1) Curb Removal LF 1858 5.00 9290.60 2) Asphalt Concrete Removal SY 1512 10.00 15120.00 3) Relocation of Cyclone Fence LF 1140 6.00 6840.0o 4) 0.00 ---------------- w -------------------------------------------------------------- GRADING AND SURFACING e14,941.40 --------------------------------------------- GRAND TOTAL 905,436.20 L) e ••TICOR TITLE ASURANCE . 48 1030 30 000005 Guarantee FEB 2 5 1993 sfOnAkE Coli-iEiY,ENIGINEE4 TICOR TITLE INSURANCE COMPANY, a California corporation, herein called the Company, guarantees the Assured against actual loss not exceeding the liability amount stated in Schedule A which the Assured shall sustain by reason of any incor- rectness in the assurances set forth in Schedule A. LIABILITY EXCLUSIONS AND LIMITATIONS No guarantee is given nor liability assumed with respect to the identity of any party named or referred to in Schedule A or with respect to the validity, legal effect or priority of any matter shown therein. 2. The Company's liability hereunder shall be limited to the amount of actual loss sustained by the Assured because of reliance upon the assurances herein set forth, but in no event shall the Company's liability exceed the liability amount set forth in Schedule A. PLEASE NOTE CAREFULLY THE LIABILITY EXCLUSIONS AND LIMITATIONS AND THE SPECIFIC ASSURANCES AFFORDED BY THIS GUARANTEE. IF YOU WISH ADDITIONAL LIABILITY, OR ASSURANCES OTHER THAN AS CON- TAINED HEREIN, PLEASE CONTACT THE COMPANY FOR FURTHER INFORMATION AS TO THE AVAILABILITY AND THE COST. Issued by: PIONEER TITLE COMPANY OF WASHINGTON B y 512 West 1st Avenue Spokane WA 99204 Attest (5 838-5281 , �Q `tlf� Authorized Signatory TICOR TITLE INSURANCE COMPANY President •j;` ; Secretary JJJJJJJJ�JJJJJJJJJJ JJJJJJJJ�JJJJJJJJJJ JJJJ�JJ GUARANTEE FACE PAGE Reorder Form No. 2393 Liability $300.00 Our No. P- 209418 -KC Dated February 16, 1993 at 8:00 a.m. Fee: $200.00 Name of Assured: Taylor Engineering Tax: $16.00 The assurances referred to on the face page are: That, according to those public records which, under the recording laws, impart construcive notice of matters relative to the following described real property: All that certain real property located in the Southwest quarter of Section 1, and the North quarter of Section 12, Township 25 North, Range 44 East, W.M., in Spokane County, Washington, described as follows: CoUmncing at the North quarter corner of said Section 12; thence North 89 36'55" East, along the North line of the N quarter of said Section 12, a distance of 70.88 feet; thence South 0 21'00" WSst, a distance of 47.00 feet, to the true point of beginning; thence South 89 36'55" West, parallel with the North line of the Bortheast quarter of said Section 12, a distance of 70.75 feet; thence North 89 14 West, parallel with the North line of Northwest quarter of said Section 12, a distance of 1428.71 feet, to a point on a curve to the left, the radius of which bears South 24 30 West, a distance of 992.00 feet; thence along said curve to the left, through a central angle of 23 ° 44'54", an arc distance of 411.17 feet to a point of tangency; thence North 89 ° 14'28" West, a distance of 739.79 feet, to the beginning of a curve to the right, the radius of which bears North 0 45 East, a distance of 40.00 feet; thence along said curve to the right, through a central angle of 88 ° 38'58", an arc distance of 61.88 feet, to a point on the Fast line of deeded Sullivan Road; thence South 0 35 East, along said east line, a distance of 75.12 feet; thence South 0°1'00" East, along said East line,.a dista$ce of 1330.93 feet; thence South 89 50 East, 1025.00 feet; thence North 0 31'00" West, 290.00 feet; thence South 84 ° 12'34" Fast, 430 feet, to a point on a curve to the right, the radius of which bears South 68 59 Fast, a distance of 600.00 fe8t; thence along said curve to the right, through a central angle of 12 27 an arc distance of 130.40 feet tg a point of tangency; thence North 33 ° 27'20" East, 29.98 feet; thence South 75 00 East, 443.83 feet; thence South 86 ° 33'07" Fast, 429.20 feet; thence North 0 ° 10'57" East, 282.00 feet; thence South 89 0 49 1 03 East, 267.08 feet; thence North 0 ° 21'00 East, 724.10 feet to the true point of beg inning . Title to said real property is vested in: Spokane County,. as to that portion of real estate under search lying within the property conveyed by deeds recorded under Auditor's File Nos. 625591C, 633555C and 8401090249; and, Spokane Industrial Park, Inc., a Washington corporation, as to the remainder. subject to the matters shown below under Exceptions, which Exceptions are not necessarily shown in the order of their priority. f7►OONSUCOM I - 1 - 1. Taxes or assessments which are not show as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records. 2. Unpatented mining claims; reservations or exceptions in the United States Patents or in Acts authorizing the issuance thereof; water rights, claims or title to water. 3. Title to any property beyond the lines of the real property expressly described herein, or title to streets, roads, avenues, lanes, ways or waterways on which such real property abuts, or the right to maintain therein vaults, tunnels, ramps, or any other structure or improvement; or any rights or easements therein unless such property, rights or easements are expressly and specifically set forth in said description. 4. Lien of real estate excise sales tax upon any sale of said land, if unpaid. Tax Code : 212 Rate . .0153 5. General taxes for 1993, which can not be paid until February 15, 1993. Amount : $ (not available) Assessor's Parcel No. : 45016.9090; 45016.9090R Mobile Home on Leased Land; 45016.90905; 45016.9090T; 45016.9090U; 45016.9090V Mobile Home on Leased Land 6. An easement affecting the portion of said premises and for the purposes stated herein, and incidental purposes. For : A gas distribution pipe line or lines and appurtenances thereto In Favor of : The Washington Water Power Company, a corporation Recorded : April 18, 1960 Auditor's No. : 701476B Affects : The South half of Section 1 7. License Agreement recorded April 29, 1949, under Auditor's File No. 876413A, between the United States of America and Spokane County, for additional right of way for Sullivan Road. 8. Reservations contained in Instrument, as follows. Executed by : Undisclosed Auditor's No. : 737559B 1. Right of the public to use, occupy and maintain the public roads now constructed and located along the exterior boundaries of the property. 2. Existing easements, if any, for utilities, irrigation, or drainage. 3. There is reserved to the grantor a permanent and perpetual easement affording the grantor the riot of joint use of the railroad trackage within the property which now services the GSA area in the most direct manner. 4. There is reserved to the grantor a permanent and perpetual easement affording the grantor the right of joint use of the Westerly 630 feet of "B" Street (which street adjoins the army reserve area on the South) for access,to the army reserve area. . - 2 - 9. An easement affecting the portion of said premises and for the purposes stated herein, and incidental purposes. For : An electric Distribution line In Favor of : The Washington Water Power Company Recorded : July 1, 1988 Auditor's No. : 8807010246 Affects : The Southwest quarter of the Southwest quarter of Section 1 10. An easement affecting the portion of said premises and for the purposes stated herein, and incidental purposes. For : Placement of distribution electric lines, etc In Favor of : The Washington Water Power Company Recorded : December 28, 1988 Auditor's No. : 8812280058 11. Reservations contained in deeds conveying that portion of real estate under search vested in Spokane County, as follows: Grantor reserves the right to construct and maintain or grant to others the right to construct and maintain electric, gas, water and sewer facilities above, under or along said parcel of land provided that such construction and maintenance will be performed in accordance with uniform standards for safety and construction adopted by and applied by Spokane County to such uses on roads of the class of roads constructed on such parcel. In the event the County shall vacate and abandon the use of the same for a public road, title to such property shall revert and be vested in Grantor, its successor or assigns. 12. 25 foot utility easement the West line of which is 403.5 feet Fast of the West line of Section 12 and running South from Euclid Road, as disclosed by Survey recorded February 8, 1984, under Auditor's File No. 8402080193. 13. An easement affecting the portion of said premises and for the purposes stated herein, and incidental purposes. For : An electric distribution line In Favor of : The Washington Water Power Company, a corporation Recorded : March 27, 1989 Auditor's No. : 8903270228 Affects : That portion of the NE1 /4 of Section 12, Twp. 25 North, Range 44 EWM, in Spokane County, Washington, lying Nly of Euclid Road 14. An easement affecting the portion of said premises and for the purposes stated herein, and incidental purposes. For : Underground communication lines and above ground closures and equipment cabinets and other appurtenances In Favor of : Pacific Northwest Bell Telephone Company, a Washington corporation Recorded : August 4, 1987 Auditor's No. : 8708040213 Affects : That portion of the Southwest quarter of Section 1, Twp..25 North, Range 44 described as follows:* *See below - 3 - o *Conuencing at the Northwest corner of said Southwest quarter; thence South 0 39 East along the West line of said Southwest quarter a distance of 20.56 feet; thence North 89 20'30" East Perpendi to said West line, a distance of 810.36 feet to the point of beginning; thenc8 continuing North 89 20'30" East, a distance of 10.00 fee; thence South 0 39 East, a distance of 1000 feet; thence South 89 20'30" West a distance of 10.00 feet; thence North 0 39'30" West a distance of 10.00 feet to the point of beginning. 15. An easement affecting the portion of said premises and for the purposes stated herein, and incidental purposes. For : Underground coimnunication lines and concuit and above ground closures and other appurtenances In Favor of : The Pacific Northwest Bell Telephone Company, a Washington corporation Recorded : November 2, 1990 Auditor's No. : 9011020293 Affects : The North half of the Northwest quarter of Section 12, Twp. 25, Range 44 * *See below * *said easement being a 10 foot wide strip of land along a centerline as established by the installation of the communication facilities along the North side of Euclid Road as now exists from Sullivan Road East to First Street; thence North along the West line of First Street for approximately 1000 feet; ALONG with a buried line.to the ITRON Building; a buried line and conduit to the Day Care Center Building; and a buried line running North from said Euclid Road to the rear of building Nos. South 4, South 5, South 6 and thence East approximately 200 feet, ALSO a buried line from point North of the intersection of said Euclid Road and First Street running Easterly to a building at the Northeast corner of said intersection. 16. Notice to the Public. By : Spokane Industrial Park, Inc. Dated : February 24, 1987 Recorded : February 27, 1987 Auditor's No. : 8702270368 Agreement To : Join and participate in the formation of a County Improvement District (RID) pursuant to RCW 36.88, at such time as a district may be formed or any Road Improvement 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 Improvement District (RID) established pursuant to RCW 36.88. It is further agreed that at such time as an RID is created or any Road Improvement Project is sanctioned by Spokane County, the improvements required (curb, sidewalk, drainage control and paving to existing pavement) will be at the sole expense of the undersigned owner, their heirs, grantees and assigns. �1= 16. Notice to the Public. By : Spokane Industrial Park, Inc. Dated : February 24, 1987 Recorded : Febr 27, 1987 Auditor's No. : 8702270368 Agreement 'Ib : Join and participate in the formation of a County Improvement District (RID) pursuan to RCW 36.88, at such time as a district may be formed or any Road Improvement 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 Improvement District (RID) established pursuant to RCW 36.88. It is further agreed that at such time as an RID is created or any Road Improvement Project is sanctioned by Spokane County, the improvements required (curb, sidewalk, drainage control and paving to existing pavement) will be at the sole expense of the undersigned owner, their heirs, grantees and assigns. 17. Notice to the Public. By : Spokane Industrial Park, Inc. Dated : February 24, 1987 Recorded : February 27, 1987 Auditor's No. : 8702270369 Agreement To : Join and participate in the formation of a County Improvement District (RID) pursuant to RCW 36.88, at such time as a district may be formed or any Road Improvement 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 asses sments for said Road Improvement District (RID) established pursuant to RCW 36.88. It is further agreed that at such time as an RID is created or any Road Improvement Project is sanctioned by Spokane County, the improvements required (curb, sidewalk, drainage control and paving to existing pavement) will be at the sole expense of the undersigned owner, their heirs, grantees and assigns. - 5 - 17. Notice to the Public. 18. Deed of Trust to secure an indebtedness of the amount herein stated. Amount : $1,000,000.00 Dated : December 17, 1985 Recorded : January 3, 1986 Auditor's No. : 8601030073 Grantor : Spokane Industrial Park, Inc. Trustee : First American Title Insurance Company Beneficiary : The Industrial Development Corporation of Spokane County, Washirx)ton Affects : A portion of said premises The beneficial interest under said Deed of Trust was assigned by instrument. Dated : February 26, 1986 Recorded : April 21, 1986 Auditor's No. : 8604210038 Assigned to : Washington Trust Bank, Spokane, Washington 19. A lease affecting the premises herein stated, executed by and between the parties herein named for the term and upon the terms, covenants and conditions therein provided. Dated : August 26, 1992 Lessor : Pentzer Development Corporation Lessee : Spokane Industrial Park Children's Center Recorded : January 27, 1993 Auditor's No. : 9301270469 Terms : This lease shall be for a period of 5 years and zero months, commencing on the 1st day of October, 1992 and ending at the expiration of the 30th day of September, 1997. Affects : Building S7 - 5 - Park, Inc. Dated : February Y 2 lndustrial Recorded : February 27, 1987 Auditor's No. : 8702270369 Agreement To : Join and participate in the formation of a County Improvement District (RID) pursuan to RCW 36.88, at such time as a district may be formed or any Road Improvement 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 Improvement District (RID) established pursuant to RCW 36.88. It is further agreed that at such time as an RID is created or any Road Improvement Project is sanctioned by Spokane County, the improvements required (curb, sidewalk, drainage control and paving to existing Pavement) will be at the sole expense of the undersigned owner, their heirs, grantees and assigns. 18. Deed of Trust to secure an indebtedness of the amount herein stated. Amount : $1,000,000.00 Dated : December 17, 1985 Recorded : January 3, 1986 Auditor's No. : 8601030073 Grantor : Spokane Industrial Park, Inc. Trustee : First American Title Insurance Company Beneficiary : The Industrial Development Corporation of Spokane County, Washirx)ton Affects : A portion of said premises The beneficial interest under said Deed of Trust was assigned by instrument. Dated : February 26, 1986 Recorded : April 21, 1986 Auditor's No. : 8604210038 Assigned to : Washington Trust Bank, Spokane, Washington 19. A lease affecting the premises herein stated, executed by and between the parties herein named for the term and upon the terms, covenants and conditions therein provided. Dated : August 26, 1992 Lessor : Pentzer Development Corporation Lessee : Spokane Industrial Park Children's Center Recorded : January 27, 1993 Auditor's No. : 9301270469 Terms : This lease shall be for a period of 5 years and zero months, commencing on the 1st day of October, 1992 and ending at the expiration of the 30th day of September, 1997. Affects : Building S7 - 5 - 20. Assign ent of Lease Agreement. Recorded : January 27, 1993 Auditor's No. : 9301270470 Assignee U.S. small Business Administration Regarding Tea se Agreement executed by the Borrower, as Lessee and Pentzer Development Corporation, as Lessor 21. Right, title and interest of Pentzer Development Corporation by execution of Lease as shown in item No. 19 above. 22. 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. - 6 - "FfOiiWERTY OF KANE COUNTY "ASSESSOR e7 6 04. 651-4c. lis J LI 4 P 0 1 SL Gj , c),B 0 CLINCHED 41110 PrN . Ef:riorl t5.44 s17; V...#hkd wilm sod. PL AN I * 00, - .- sop -.0- 1 ottll'- 21 011, 2N e e tr po jr w4ol /9 (- 7 7 1 1 i SIM Th, he 'oir . /J ' 0i.. ink ar i i +I. I �L I , r 3r Y I r j I Y ' I (SUpCIIE D rvlrN i l 1)tN OG SF( I J rN 1 I , , I 1 � / IM FILE ED T OF WAY DEPUTY Co�irt Hall as fits and other Valuable cons iderat�ions',- and the sum of One'and'" ars,, 'it �y the Cc�uiity .'of Spokane, the receipt no/100 Doll whereof is heieb acknowl6dged, have grant I ad, bargained,' sold and conveyed, and by'%tliese presents do grant, bargain, sell and of land, situated in Spokane County, in the State of Wa hington, to-wit: , From the nest Quarter Corner of Section lZ, Township 25 North, Range 44 o.H^n,,.thenoe northerly along the west section line to the unctb'right of puy,line of the Spokane International Railway which is the True Point of oo9iuulug,.tbeurc onrtbcrlyvn west section line to u poiot 885 feet north of-said West Quarter Corner; thence uuot to a point lying 885 feet north of the Woot.Voxrter Corner and d2 feet east of the west �.' section line; thence ovutberlv on a line to a point . lying on the north right of wav line of the Spokane International .Railway and 100 ioet east of the west ' -sertino linc/..theune along the north right of way line of- said railway �u the Point of Beginning. Also tbv.eant 12 feet of,tbe went 42 feet of the north- ..west Quarter <wn1/4> nvrtb'nf ' the south 885 feet; Also all the land within the fnllonIn5 described parcel: From the Point of Beginning lying 825 feet south of the ` mnrtbnuat Corner and 42 feet east of the vest section lino of Section 12; thence on a line to u point 791 feet south of the Northwest cvroez and 77 feet cast of ` the west sectiun'ine; tbcore no a line to a point o located 731 feet south of said Northwest Corner and ' ' ^' ' , ��!'^ � 1 w � "s`!�. JUM'Ly=2S�39iAlit(L# N Y; �l `� /ll�tf'� v tC r,.f. f y i WJ 7t`CV_ ° >, w s ` ? r VERn9NIDHl�utu,Y wA�N S � f4,J till ' '" _ " ljl ; A , J t+ ° DEPUTT // � �> ��- t OFrWAYr DEED iF yt` I, r Re Go < urt fouso titt�v ♦ v r t } 2 4ti ✓"T tf, 4 ,. 4 -. Q p V z' VS ' � ..: .t.. 9 FG;y„in - •': ' r :- �. MATTER of6 tho SULLIVAN ROAD CRP No .1204 t „4, >G + .If.S -. ••',t i t t 1 �� r + KNOW ALL , MEN DY THESE PRESDThat� SPOKANE INDUSTRIAL PARK a'a SaashingtonCOrporation +;(Grantor);. in.coneideration ofthe'bene - ��; fits and other: valuable considerations, and the sum of One and y.. t, e t.'. no /100` Dollars; paid+^it +by the, +COUnty ' of'Spok' --- the receipt`;. :� * whereof is .hereby ackriowledged;t, have .granted; - bargained, `gold: and „conveyed,.'and by these resents bargain; sell an - t,•, ' convev Spokane�County,'the folIowingdescribed parcel lan situated in. County; in the State.of Washington, wit: ' A strip stripof „land 30 feet wide on.either, side of the 'following described ,center,line,'br -so , much of the _ roperty of the,Grantor `as. lies. within. said 60 foot trip, *:Beginning at: 'a point on the West.Section line of.•Section 12, Township 25. North, Range 44 E.W.M., - 760 feet'south of:the northwest corner thereof; thence easterlyparallel'with the %north section line to a t�'• point on the east' section line''lving 760' feet south of thenortheast. corner thereof; and also all of the .. following described parcel of land;. - From the Point , of Beginning lying 695 feet south of the -” northeast corner of Section 12, Township 25 North, Range 44 E.W.M.,'and on the west.right of way line of Flora Road No. 263 "0 "; thence southwesterlv on a line to a "'• point 730 feet,south of the northeast section corner ,ti:• and 35 feet west of the west right of way line of Flora Road; thence south•to a�point 790 feet south of the northeast.section corner and 35 feet west of the west right of way line of Flora Road; thence southeasterly on,a.line to a point 825 feet south'of the northeast sec - tinn-'corner.and or, the west right of way line of said Flora Road; thence north along the west right of way line ........... ... KM - A duly c appeared W. J SATRE andM ryryi, r> NCE t m L e icePresident` and 'Assistant -I' TR PARK, the corporation. at on- Secret respectively, D S the"T 6' t that ecu ea r �and:ackn6wl6djed- the aci " and .voluntary act( and I de - ed ' , of said. corpor ation; 'for th65xis*66, An'd.''p'urpo'ses'th"er ned, 'a nd � o ton stated that the y are 6iuth6rized: to 'o�xebiite�� the 'said instrument :-�. s hatthe " ed �'seal affi 1 x. is' . the c 0 rp 0 rate'gs6al of,said corporation V , "'Witness my.' hand — And off icial s'eal hereto affixed the day and Ir i' written'.!—' . . ...... . .. W Notary. Public in for toe state of Washington, Residing at,Spokane. i. CORRECTION DEED RIGHT OF WAY DEED (12545 -9026) IN THE NATTER OF Sullivan Road CRP 1204 WILLIAM E. DONAHUE AUDITO SPOKANE COUNTY. WASH.'i DEPUTY pp W S Ci�Cil aLj Req Court Houso >.xx KNOW ALL MEN BY THESE PRESENTS, that SPOKANE INDUSTRIAL PARK, a Washington Corporation (Grantor), in consideration of the benefits and other valuable considerations, and the sum of One and no /100 Dollars, paid it by the County of Spokane, the receipt whereof is here- by acknowledged, have granted, bargained, sold and conveyed, and by these presents do grant, bargain, sell and convey unto said Spokane County, the following described parcel of land, situated in Spokane County, in the State of Washington, to -wit: A strip of land 30 feet wide on either side of the following described center line or so much of the property of the Grantor as lies within said 60 foot strip; Beginning at a point on the West Section line of Section 12, Township 25 North, Range 44 E.H.N., 760 feet South of the Northwest corner thereof; thence Easterly along a straight line to a point on the East Section line lying 760 Peet South of the Northeast corner thereof; and also all of the following described parcel of land; From the Point of Beginning lying 695 feet South of the N�rth- east corner of Section 12, Township 25 North, Range 44E.W.M.. an= on the Went right of way line of Flora Road No. 263 "0 "; thence Southwesterly on a line to a point 730 feet 2(.th of the Northeast section corner and 35 feet West of the Meet right of way line of Flora Road; thence South to a point 790 feet South of the Northeast section corner and,35 feet West of the West right of way line of Flora Road; thence Southeasterly on a line to a point 825 feet South of the Northeast section .corner and on the West of way line of said Flora Road; thence North along the West right of way line of Flora Road to the Point of Beginning. All located in the North Half (N1) of Section 12, Township 25 North, Range 44 E.W.M. TO HAVE Af:D TO HOLD the same, unto the said Spokane County for the purposes of a public road forever. In the event the County shall vacate and abandon the use of the same for a public road, title to such property shall revert and be vested in Grantor, its successor or assigns. R E Faor Tea Lamp I tv�y RECEIVED Cousr T,.e,. DEC 21 1983 SPOKANE COUNTY ENGINEER J va. F,7:3 IA..E 615 In witness wherepf xe havo hereunto set our hands and seals this 1-71V, day of ,Ll�r�� "/.ii.J , 19 SPOKANE INDUSTRIAL PARIS VJ ATTEST:� d STATE OF WASHINGTON COUNTY OF SPOKANE On this /9 / day of ,(Y¢.et�rw(rdie/ , 19 � , before me personally appeared Sf �� —�� �� that executed the foregoing insoument and acknow dged the said strument.to be the free and voluntary act and deed of for the uses and purposes herein mentioned. In Witness Whereof I have hereunto set my hand and affixed my official seal the day and year first above written.- Notar �Pu io I an fo State of ashington, residing - at Spokane, Washington. ..�,`.'' " ^' "This instrument is given as a CORRECTION DEED to correct an erroneous .. description contained in that certain Right of Way Deed executed by the . Grantor herein which was filed for record as Document No. 6335550 in Volume 130, Page 1181, thereof and shall hereby render same null and void." 9S P �;� RE: P- 209418 -KC to Subdivision Guarantee No. 48 1030 30 000005 issued by TICOR TITLE INSURANCE COMPANY The Company hereby assures the Assured that as of the Effective Date hereof there are no matters shown by the public records affecting the real property described in said Subdivision Guarantee other than those shown under Exceptions in said Guarantee, except: 1. General taxes for the second half of the year 1993 due, but not delinquent until November 1, 1993. Amount : $287,058.62 Assessor's Parcel No. : 45016.9090 General taxes for the second half of the year 1993 due, but not delinquent until November 1, 1993. Amount : $8,009.43 Assessor's Parcel No. : 45016.9090T General taxes for the second half of the year 1993 due, but not delinquent until November 1, 1993. Amount : $1,247.60 Assessor's Parcel No. : 45016.909OU 2. Storm water charges are all paid in full. The total liability of the Company under said Guarantee and under this endorsement thereto shall not exceed, in the aggregate, the amount stated in said Guarantee. This endorsement is made a part of said Guarantee and is subject to the terms and provisions thereof. Effective Date: August 10, 1993 at 8:00 a.m. Endorsement to Subdivision Guarantee RECEIVED AUG 1 6 1993 ENE COUNTY ENGINEER, -tom �. -rt ,� >9�Sl�1Z�29A3 , :v ��S leneY'r"JO aFile NQ1949 rY r . ry dx *T,.• +t ±;e.l +. d:.a ✓:t ft r R/W FlOforence °ePL,3oS,r ; -v `' KNOW ALL MEN BY THESE PRESENTS"'- « t For and Inconsideration of �'- s'MUtual Be fit i the underslgnetl he bgnerreferred to'., t. .. ..es Grantorfel. hereby oranta a nnmm I m o - and Its'9uccasao w" an _ ✓ uar ynny a wasnnigion lArydrenon ra assl n9 g rierei G ter referred to as entee with the right prlvJege end authorlly lo . place consVUcl , maintain Inspect. rer.cnstnucL'rapalf, repia a`mmove and kecpotslades clear from Granlae alanhbes consisting of r y- � ••� " •�• underground communicitiom- l +��s•'h�d ""` "•and Above _ around. closures`' rn nd other appurtenances as the Grantee may from time to time mouths over across upon and under the hereinafter described + property situated in Spokane / County, State of WA l naton and lsdescribed isfollows :t - Z Z. s }' The North half - of th Northwest, quarter of Section 12 T6wnship i ' 3 25 North llarige j.44 iBast i W M ' r "^ ^;., r t + / , I t r Said easement , a "ten foot t wide pstn p t , of 1and, ' altin a c centerline as establzsna:.by tneinstallation of -the communication facilities along theNorth side of Euclid >Road - asi it now exists ' from fSUlhvan +'Road East 1:0 ,First 'Street athence North' along the. West line j:lof First Street for. approximate.ly 1000 feet; ALONG -with a bur.ied,jline to`the - - ITRON) Building; : a buried line and., conduit to' +,the Day;;Care,,Ce. ^.ter Building] 'and ;a burled line running. North ^.;from .said Euclid ,Ito .-the :rear of building N0 's• South 4 :'S h 5, ;.. South 6 ..and,. 'thence East approximately 8 - [0 0%d' feet ALSO, a.- buried .line': from•;a point North of the a 1 intersection of -,.said ',Euclid :;Road " and' First Street, running r easterly to T a building at,' the '-'Northeast corner of, said .intersection '��• "` - ' ti E Fxci9.'iax Exam l r � Spoken army Inq a 1 a • . e l.� ,Grantee shell at all times have, the right ' of lull and it Ingress s to end egress from said properly described above with the'.. `understanding that Grantee shall be responslble for all damage caused to Grantor arising Irom Granleo s exercise of the rights + - and privileges hereIng ran led Grantor reservers the right to use the easement for any purposes is long as riot Inconsistent win nor en Interference with the rights granted Grantee hereiri - ' ' The rlghis; contlltlons end provisions of this easement shall Inure to the benefit of and be binding upon the helm, executorJ, administrators. successors and assigns of the respective parties hereto. , In9Wtnesswhareol the undersignedhaseaecutetlihis Instrument lhls_Ll _A dayof s re Aklg Eyk 19'90, Vvll�ess. BY ( Foa+A o - President, Spokane Industrial Pal'K Pxr - Rxantt fsa (Indlvkual AeknowtAdgamenl) e '(Maloof 99 GouNY 01 . ell itli9 pOr90nallys,oraredbaloreme the foregoing inst0vifl, and OCkrvMedgre that nlgnetl IN came ae free and oluntar, act and dead, IM the uses end rp herein merNned. G •enundvrnryhaN and O11cW seat this day of 3_. ;tWta�c in aN for!he Slate W ma dnq at Ixy carrria•' rerpiry' (Corpersla Acknotifforgement) Slate or Wachinntnn 99 county or Spokane On Ms day personalty eppohmo before me Richard /1. Davis Wi de sayha /L ie the_ ^res ident of the comoratbn that eaeculed IN tOmgoing instmmenl. ! ON ac%NvAedgad said instrument 10 he the free aN vdunlery eel aW deed of said cor�talKK1, for the use. and... _., ,• pVrL0.'¢41her¢in nMn110nCd,8NM001n 9tela0 indl �� Wag /WPfa Authorized to e[eCJle bait :n9lNment on ceMa Of the cgp]tallon. Given urckr m naNaNOtliclal seal Ihis I3tMiL l�l� >'''Ir;j: ' "I ol Sea Senber 1390 Notary Puhec in and for IN State or _Via h ?B tG0 . ^''.' mWiryat_., Snnkano - 4:_ BEFORE THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON RESOLUTION NO. 90 1097 IN THE MATTER OF ) CHANGE AND VACATION OF ) CHANGE AND VACATION EUCLID AVENUE ) RESOLUTION COUNTY ENGINEERS ROAD FILE NO. 1949 ) This being the day set for the hearing on the County Road Engineer's Report on the proposed CHANGE AND VACATION of EUCLID AVENUE, proceedings for which were initiated by Preliminary Resolution No. 90 -0965, and it appearing to the Board on proof duly made that notice of the hearing was published and posted in the manner and for the time required by law, and the Board after examining all claims and all maps and papers on file and after hearing the evidence adduced at the hearing and it appearing that the hereinafter described EUCLID AVENUE is useless and the same is no longer needed as a part of the general road system with- in the County and that the public will be benefited by such VACATION, and that the hereinafter described road proposed for ESTABLISHMENT is a public necessity and the same should be established as a County Road. THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Spokane County, Washington, that the hereinafter described portion of public road to -wit: Such proposed establish is described as follows: that portion of Euclid Avenue as shown and dedicated persuant to BSP #22 from the north line of the existing Euclid Avenue, westerly to Sullivan Road. and as shown by the records and maps on file in the office of the Spokane County Engineer be and the same hereby is ESTABLISHED as a County Road and the same shall be known as EUCLID AVENUE, No. 1949. The road supervisor of the road district in which the said road is located is hereby directed to open and maintain the same for public use and travel, upon completion of the construction and acceptance of the roadway by the County Engineer. Such proposed vacation is described as follows: EUCLID AVENUE - vacate existing Euclid Avenue right of way from the east right of way line of Sullivan Road, east to the point of intersection with the Southerly right of way line of the proposed realigned Euclid Avenue, as shown on Binding Site Plan 22, more described as follows: Beginning at the NW corner of Section 12, Township 25 North, Range 44 E.W.M., Thence S.0 "E., 730.55 feet, Thence S.89 49 "E., 56.00 feet to the true point of beginning, thence continuing S.89 "E., 1866.80 feet to a point on a curve having a radial bearing of N.22 Thence following curve having a radius of 992.00 feet, and delta of 52 a curve length of 216.39 feet on a point on said curve having a radial bearing of N.10 Thence N.89 "W., 2074.27 feet, thence N.0 "W., 30 feet to the true point of beginning. be and the same hereby is vacated in accordance with the provisions of Chapter 36.87 R.C.W. Subject to the County Engineer's Certification to the Clerk of the Board of County Commissioners that the new roadway has been constructed and accepted. PASSED AND ADOPTED By the Board of County Commi sioners.of Spokane County, Washington, this 11th day of September, 1990. BOARD OF OUN COMMISSIONERS OF SPO IC TY, WASHINGTON n, ATTEST: WILLIAM E. DONAHUE BOND ESTIMATE __________________________ ______________ TPOjECT Binding Site Plan 22 NEW EUCLID --------------------- DRAINAGE ITEMS 1) Drywall - Type A 2) Drywall - Type 3 3) Grate - Type 1 4} Grate Type 2 5) Grate - Type 3 6) Gackfill For OW 7) Concrete Inle� 8) C.M. Pipe 10" Dia. 9) C.M. Pipe 12" Di*. 10) C.M. Pipe 15^ Dia. 11) C.M. Pipe 18" Dia, 12) Precast Manhole 13) Solid 2id 14) Ditcm Excavation i5! Sod ___________________________ NON STANDARD DRAINAGE ZTEMS --------------------------- 1) Removal of Existing C.S. 2) ?) 4) ) ) -------------------------- -------------------------- yo%) Monuments 17) Barricade 18) Street Signs ------'-------------------- GRADING, OyRFACINe, CUPS, 19) Rough Orade 20) Top Co�/rEe |21) Base Course 22) Asphalt Concrete 23) Curb Type A 24) Curb Type � 25) Curb Type R 26) Sidewalk ---'--------------------- NON-STANDARD ROAD ITEMS 0-Jan-T! UNITS QUANITY PRICE COST EA 7 1250.00 9750.00 EA 12 1465.00 17560.00 E4 4 225.00 1300. 00 EA 1 330.00 330.00 EA 13 320.00 4160.00 CY 630 14.70 10143.00 EA 575^00 0. 00 LF 1958 18"00 0.00 LF 1512 24.60 0.00 LF 29.00 0.0O LF 15 24.00 360.00 EA AND SURFACING 1435.00 0.0o Q'i 300100 0.00 CY 1572 8.65 30857.80 5F -------------------------------------------------- 22143 0.50 16074.0( -------------------------------------------------- EA 5 150'00 900.0() 0.00 0.0C 0. CM 0.00 0.00 ---------------------------------'------`--------- DRAINAGE SUBTOTAL 90494.80 -------------------------------------------------- EA 1d0.00 O,00 LF 32.00 0.00 E4 75.00 0.00 __________________________________________________ OTHER EU8TUTAL 0. oO -------------------------------------------------- AND SIDEWALK 1) Curb Removal 2) Asphalt Concrete Removal 2) Relocation of Cyclone Fence 4) ----^--'---------------------- CY 32353 3.65 284178.45 CY 1 0.50 0.O0 CY 13467 10.60 142750.20 Tons S120 42.65 255106,E1) LF 6.00 0, n0 LF 636& 7.00 54241.40 LF 6.90 0.0C SQ YD -------------------------------------------- 14,75 7212.75 -------------------------------------------- LF 1958 5.00 9290.00 1512 10.00 15120.0C SY LF 1140 6.0() 6840.00 0.00 ____________________________________________ GRADING AND SURFACING _________________ GRAND TOTAL //- '' /� � | /^l�� 106 8UU NAME RGT DATE 905,436.20 JUL 29 '93 11:52 PENTZEP 'IRP 509 459 1365 Paul K. Steeabllk Treasurer July 28, 1993 W. Joseph Corpus Seafirst Bank. Letter of Credit Department PO Box 3977 Seattle, WA 98124 -9410 RE: Pentzer Development (formerly Spokane Industrial Park) Letter of Credit G072321 Dated April 5, 1989 Dear Joe: P. 2 PENTZER CORPORATION I WIy"ZW WATER DOW£n G4~ Sole 350 818 W. Riverside Phone. 1509) 4541350 Spokane, WA 99701 -0910 FM 15091459.1365 We hereby request that you amend the above referenced letter of credit to increase the amount by $97,500 to a total of $177,500. We also request that Special Condition No. 2 be amended to read as follows: 2. Each drawing under this letter of credit, covers the assurance of completion of installation of roadway improvements, including grading, gravel, paving, curbs, sidewalks, storm drainage, drainage swales, monuments, street signs and 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 March 14- 1989 (BSP 17 -87). and March 20. 1989 (BSP 21 -88). and Ianuary 30. 1991 (BSP 22 -88). To obtain approval from the beneficiary for this amendment, please fax the request to Mr. David Berto, Spokane County Engineers, fax #(509) 324 -3478. Sincerely, 11AM Paul K. Steenblik PKS:jh Enclosures OFFICE OF COUNTY ENGIAER SPOKANE COUNTY, WASHINGTON Dafe 19! Inter- office Communication From - 71 �-i n K nl t- A9 b d 5 �jZ / �1 L 7).A V- J Al 5 p/ / - 7 /) G- G D 7>/ t S o p �o rJ � 5�. oi Z 3s7 /7 z1 2 Z AVI 2 T 1 /nl / oh o o7�: iW O7 / G - l r�/} L �d��5 ► //U /��z 7 tAeW OT/ G, o 7�) 87f-1 G- , A o L) nJ i 1 oiZ 5 I� 2- Z W E ao �2 WS T /7 z/ `-rr� ���Jez� - r �t J E T -.�> a L) OJ Y- o Z 5? Z-Z i .5 �7 �oo �5 /� %7 j z / �/LL v� . 7 _��/ 77 -? 7'�z . PROJECT BSP 21 --------------------------- 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) 2) 3) 4) 5) 6) ---- ------ - - - -- -- ---------------- 16) Monuments 17) Barricade 18) Street Signs ----- ----- - - - - -- --------------- - - -- GRADING, SURFACING, ----- ---- J. Radke - - ---- DATE 19- Mar -93 ------------------------------------- UNITS QUANITY PRICE COST EA 0.7 1250.00 875.00 EA 1 1573.00 1573.00 EA 0 325.00 0.00 EA 672 330.00 0.00 EA 1.7 320.00 544.00 CY 61 14.90 908.90 EA 675.00 0.00 LF 0 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 92 10.00 920.00 SF ------------------------------------- 276 0.70 193.20 ------------------------------------- 0.00 0.00 0.00 0.00 0.00 0.00 -------------------------------------------------------- DRAINAGE SUBTOTAL 5014.10 -------------------------------------------------------- EA 0.6 160.00 96.00 LF 32.00 0.00 EA 0.2 75.00 15.00 -------------------------------------------------------- OTHER SUBTOTAL 111.00 -------------------------------------------------------- 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 -- ------- ---- --- -- - - - -- 2) 3) 4) CY 778 10.00 7780.00 CY 389 10.60 4123.40 CY 10.60 0.00 Tons 515 44.50 22917.50 LF 6.50 0.00 LF 672 7.90 5308.80 LF 7.60 0.00 SQ YD ----------- -- ------------ 16.20 ------ 0.00 - - - - -- GRADING AND SURFACING BOND ESTIMATE 0.00 0.00 0.00 0.00 ---- ---- - - -- -- - 40129.70 GRAND TOTAL 45,254.80 ., ., C . ±/ BOND ESTIMATE ROJECT BSP 21 ----------------------------------------------------------------------------- NAME JS DATE 17- Mar -89 3893.7 DRAINAGE ITEMS UNITS OUANITY PRICE COST )'Drywell - Type A EA 7 1250.00 8750.00 ) Drywell - Type B EA- 10 1450.00 14500.00 ) Grate - Type 1 EA 6.50 310.00 0.00 ) Grate Type 2 EA 330.00 0.0o ? Grate - Type 3 EA 17 320.00 5440.00 Backfill For DW CY 610 10.50 6405.00 Concrete Inlet EA 540.00 0.00 ? C.M. Pipe 10" Dia. LF 12.00 0.00 C.M. Pipe 12" Dia. LF 16.50 0.00 0) C.M. Pipe 15" Dia. LF 18.00 0.00 1? C.M. Pipe 18" Dia. LF 21.00 0.00 2) Precast Manhole EA 1435.00 0.00 3) Solid lid EA 300.00 0.00 #) Ditc=h Excavation CY 921 7.90 7275.90 5 ) ------------ Sod -------------------- 4F - - - - -- ------ _ 9 2760 --------------------- 0.50 1380.00 DN STANDARD DRAINAGE ITEMS 0.0o 0.00 0.00 0.00 0.00 0.00 i) Monuments 1 ) Barricade 3) Street Signs ---------------------------------------- GRADING, SURFACING, CURB, AND SIDEWALK I) Rough Grade 1) Top Course ? Base Course :) Asphalt Concrete 1) Curb Type A ? Curb Type B Curb Type R J Sidewalk DRAINAGE SUBTOTAL 43750.90 ------------------------------------- EA 6 140.00 840.00 LF 32.00 0.0o EA 2 75.00 150.00 OTHER SUBTOTAL 990.00 CY 7787.4 7.90 61520.46 CY 3893.7 10.60 41273.22 CY 10.60 0.0o Tons 5155.2 37.90 195382.08 LF 5.50 0.00 LF 6717.1 7.10 47691.41 LF 6.50 0.00 SG YD ------------------------------- 14.00 0.00 - - - - -- iN STANDARD ROAD ITEMS 0.00 0.00 0.0o 0.00 GRADING AND SURFACING 345867.17 ---------------------------------------- �39 /.Dao_°_ --------------- PROJECT BSP 17 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) 2) 3) 4) 5) 6) BOND - ESTIMATE J. Radke UNITS EA EA EA EA EA CY EA LF LF LF LF EA EA CY SF QUANITY 0.6 0.8 0 1.4 50 E 50.5 2627 DATE PRICE 1250.00 1573.00 325.00 330.00 320.00 14.90 675.00 21.30 25.90 32.00 28.80 1435.00 300.00 10.00 0.70 19- Mar -93 COST 750.00 1258.40 0.00 0.00 448.00 745.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 505.00 1838.90 0.00 0.00 0.00 0.00 0.00 0.00 --------------- -- DRAINAGE SUBTOTAL 16) Monuments EA 0 17) Barricade LF 18) Street Signs EA ----------------------------------------------------------- OTHER SUBTOTAL 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) RR Crossing 2) 3) 4) --- -- ----- -------- ---- - --- -- 5545.30 160.00 32.00 75.00 0.00 0.00 0.00 0.00 CY 438 10.00 4380.00 CY 269 10.60 2851.40 CY 10.60 0.00 Tons 371 44.50 16509.50 LF 6.50 0.00 LF 524 7.90 4139.60 LF 7.60 0.00 SQ YD --------------------- ------ 16.20 ---------- 0.00 - - -- -- LS 1 1000.00 --------------- -- GRADING AND SURFACING ------- ------- --- - - -- 1000.00 0.00 0.00 0.00 28880.50 GRAND TOTAL 34,425.80 VON STANDARD DRAINAGE ITEMS ------------------------------------------------------------------------------- 1) Q .b BOND ESTIMATE 0.00 ------------------------------------------ DROJECT BSP 17 - ------------------------------------ NAME JS DATE 09- Dec -88 ------------------------------------------------------------------------------- DRAINAGE ITEMS UNITS OUANITY PRICE COST L) Drywell - Type A EA 6 1250.00 7500.00 ) Drywell - Type B EA 8 1450.00 11600.00 ;) Grate - Type 1 EA 310.00 0.00 1) Grate Type 2 EA ____________ 330.00 0.00 ;) Grate - Type 3 EA 14 320.00 4480.00 3) Backfill For DW CY 500 10.50 5250.00 7) Concrete Inlet EA LF 540.00 0.00 3) C.M. Pipe 10" Dia. LF EA 12.00 0.00 3) C.M. Pipe 12" Dia. LF OTHER SUBTOTAL 16.50 0.00 LO) C.M. Pipe 15" Dia. LF 18.00 0.00 L1) C.M. Pipe 18" Dia. LF 4378.4 21.00 0.0 1'2) Precast Manhole EA 2694.8 1435.00 0.00 13) Solid lid EA 300.00 0.00 14) Ditch Excavation CY 365 7.90 3989.50 15) Scud SF 26269 0.50 13134.50 VON STANDARD DRAINAGE ITEMS ------------------------------------------------------------------------------- 1) 0.00 0.0o o J 0. 0o 0.0o 0.00 �) 6) ____________ _____ _____________ 0.0o _________________________________________________ DRAINAGE SUBTOTAL 45954.00 ------------------------------------------------------------------------------- 16) Monuments EA 140.00 0.00 17) Barricade LF 32.00 0.00 18) Street Signs EA 75.00 0.00 ------------------------------------------------------------------------------- OTHER SUBTOTAL 0.0O ------------------------------------------------------------------------------- GRADING, SURFACING, CURB, AND SIDEWALK 19) Rough Grade CY 4378.4 7.90 34589.36 20) Top Course CY 2694.8 10.60 28564.88 21) Base Course CY 10.60 0.0o 22) Asphalt Concrete Tons 3713.6 37.90 140745.44 23) Curb Type A LF 5.50 0.00 24) Curb Type B LF 5241.5 7.10 37214.65 25) Curb Type R LF 6.50 0.00 26) Sidewalk SO YD 14.00 0.00 ------------------------------------------------------------------------------- NON- STANDARD ROAD ITEMS --------------------------------=---------------------------------------------- 1) RR crossing LS 1 10000.00 10000.00 2) - 0.00 3) 0.00 4) 0.00 ------------------------------------------------------------------------------- ------------------------------------------------------------------------- GRADING AND SURFACING 251114.33 - - - - -- GRAND TOTAL 297068.33 L v BOND ESTIMATE eROJECT BS P J. Radke -- --- - - - - -- ------- ---------- ------ ----- -- - - - -- NON STANDARD DRAINAGE ITEMS --------------------------------------------- 1) Removal of Existing C.B. EA 2) 3) 4) 5) 6) 16) Monuments 17) Barricade 18) Street Signs ----- ----- - -- - -- QUANITY 0.7 1.2 0.4 0.1 1.3 69 C 1.5 357 3214 0.6 DRAINAGE SUBTOTAL --------------------- EA LF EA DATE 19- Mar -93 PRICE DRAINAGE ITEMS UNITS 1) Drywell - Type A EA 2) Drywell - Type B EA 3) Grate - Type 1 EA 4) Grate Type 2 EA 5) Grate - Type 3 EA 6) Backfill For DW CY 7) Concrete Inlet EA 8) C.M. Pipe 10" Dia. LF 9) C.M. Pipe 12" Dia. LF 10) C.M. Pipe 15" Dia. LF 11) C.M. Pipe 18" Dia. LF 12) Precast Manhole EA 13) Solid lid EA 14).Ditch Excavation CY 15) Sod SF NON STANDARD DRAINAGE ITEMS --------------------------------------------- 1) Removal of Existing C.B. EA 2) 3) 4) 5) 6) 16) Monuments 17) Barricade 18) Street Signs ----- ----- - -- - -- QUANITY 0.7 1.2 0.4 0.1 1.3 69 C 1.5 357 3214 0.6 DRAINAGE SUBTOTAL --------------------- EA LF EA DATE 19- Mar -93 PRICE COST 1250.00 875.00 1573.00 1887.60 325.00 130.00 330.00 33.00 320.00 416.00 14.90 1028.10 675.00 0.00 21.30 0.00 25.90 0.00 32.00 0.00 28.80 43.20 1435.00 0.00 300.00 0.00 10.00 3570.00 0.70 ------------------- • 2249.80 --------------- 150.00 - - -- 90.00 SO ------------------------------------------------- 0.00 48 0.00 777.60 0.00 0.00 5.00 0.00 --------------- - --- 10322.70 --------------- - -- 160.00 0.00 32.00 0.00 75.00 0.00 --------------- - -- 0.00 -- ---- ------ ---- -- OTHER SUBTOTAL -------------------------------------- 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 -------------------- --- - - -- Curb Removal 2) Asphalt Concrete Removal 3) Relocate Cyclone Fence 4) - --------- ---- -- --- -- - -- - -- GRAND TOTAL 97,550.30 CY 3285 10.00 32850.00 CY 10.60 0.00 CY 1346 10.60 14267.60 Tons 692 44.50 30794.00 LF 6.50 0.00 LF 686 7.90 5419.40 LF 7.60 0.00 SO ------------------------------------------------- YD 48 16.20 777.60 ------------------------------------------------- LF 185 5.00 925.00 SY 151 10.00 1510.00 LF 114 6.00 684.00 0.00 ------------------------------------------------- GRADING AND ------------------------ SURFACING - -- ------- -- ------ 87227.60 --- - - -- -- GRAND TOTAL 97,550.30 15- Jan -91 COST 8750. f li t 1 7500. till 1300. 00 330.00 4160.00 10143.00 0.00 0.00 0.00 0.0o 3'60. 00 0. 00 0.0C.. 30897.80 16074.00 900. 00 0. 00 0. 0(. 0. 00 0.0o ----------------------------------- ------- DRAINAGE SUBTOTAL - - - - -- 90494.E0 - - - -- 16) Monuments -------------------- EA --- - - - - BOND ESTIMATE 17) Barricade LF 32.011 -- .T Binding Site Play 22 -------------------- NEW EUCLID NAME RBT DATE 22530 --------------------------------------------------------------- 6.00 0.00 ------------------------------------------------------------------------------- DRAINAGE ITEMS UNITS 6!UANITY PRICE 1) Drywell - Type A EA 7 1250.o0 2) Drywell - Type A EA 12 1465.00 3! Grate - Type 1 EA 4 :325.1.)0 4) Grate Type 2 EA 1 330.00 5) Grate - Type 3 EA _ 13 320.i_Ip 6) Beck: fill For DW CY 690 14.70 7) Concrete Inlet, EA 8) C.M. Pipe 10" Dia. LF 575.00 9) C.M. Pipe 12" Dia. LF 18.00 24.E0 10) C.M. Pips. 15" Dia. LF i1il 23.00 11) C.M. Pipe 19" Dia. LF 15 24.00 12) Precast Manhole EA 1435.00 13) Solid lid EA 300.00 14) Ditch Excavation _Y 72 - 15. Sod 8 ------------------- - - - - -- -- SF ----- 3::143 0.50 NON ------------------------------------------------------------------------ STANDARD DRAINAGE_ ITEMS - - - - -- ------------------------------ 1) Removal of Existing C.B. Erg _ 150.00 -, 1 3) _ 11.f1f) 5 1 K 15- Jan -91 COST 8750. f li t 1 7500. till 1300. 00 330.00 4160.00 10143.00 0.00 0.00 0.00 0.0o 3'60. 00 0. 00 0.0C.. 30897.80 16074.00 900. 00 0. 00 0. 0(. 0. 00 0.0o ----------------------------------- ------- DRAINAGE SUBTOTAL - - - - -- 90494.E0 - - - -- 16) Monuments -------------------- EA 140.00 0.00 17) Barricade LF 32.011 0.00 is Street signs EA 75.00 22530 ------------------------------------------------------------------------------- 6.00 0.00 ------------------------------------------------------------------------------- OTHER .SUBTOTAL 7.90 0.00 GRADING, SURFACING, CURB, AND SIDEWALP. 6.90 0.00 19) Rough Grade 20) Top Course 21) Base Course 2 2) Asphalt Concrete 23) Curb Type A 24) Curb Type S 25) Curb Type R 26) Sidewalk -------------------------------- NON- STANDARD ROAD ITEMS --------------------------------- 1) Curb Removal 2) Asphalt t Concrete Removal _iTiO`:al 3) Relocation of Cyclone Fence 4) CY 3 353 9.65 234178.45 CY 10.61) 0.00 CY 13467 10.60 142750.2o Tans r 42.65 22530 LF 6.00 0.00 LF E•86E 7.90 54241.40 LF 6.90 0.00 SO YD 489 14.75 721 2.75 LF 1858 by 15.1_ LF 1.140 5.00 10.00 E. 00 GRADING AND SURFACING GRAND TOTAL 9290. 00 1_120.00 6840.06 06 0. 00 814,541.40 905,436.20 F .0 SEP 2 2 1992 ir1= iy7 1 l SCP 22 '1992 COU01Y AUUrlvtt SPOKANE COUNTY ENGINEERING DEPARTMENT SYOgE ulgii7C, fd�1, Spokane County, Washington DRAINAGE EASEMENT 51`T, °.r J..S: i : 3uitfEEfl -- TIic Gi:1 — n s) PENTZER DEVELOPMENT CORPORATION, a Washington Corporation, of the County of Spokane, State of Washington, for and in consideration of Mutual Benefits, the receipt of which is hereby acknowledged, grants to Spokane County, a political subdivision of the State of Washington, an Easement over, under, upon and across the hereinafter described lands situated in the County of Spokane, State of Washington: That portion of the Southwest Quarter of Section 1, Township 25 North, Range 44 East, W.M., situate in the County of Spokane, State of Washington, described as follows: Commencing at the Southwest comer of said Section 1; thence S 89 ° 14'28" 1. along the South line of said Section 1608.00 feet; thence N 0 0 45'32" E, 37.00 feet to the True Point of Beginning; thence, N 0 0 45'32" E, 43.00 feet thence N 89 ° 14'28" W, 133.00 feet; thence S 0 0 45'32" W, 43.00 feet; thence S 89 0 14'28" E, 133.00 feet to the True Point of Beginning. The EASEMENT granted to Spokane County and its authorized agents is for the sole purposes of allowing natural drainage and/or runoff over and across the above described lands. The Grantor(s) hereby agree not to obstruct, artificially collect or discharge the flow across or adjacent to the above described lands. The Grantor(s) agree that Spokane County accepts no responsibility for maintaining the drainage EASEMENT. The Grantor(s) accept complete and total responsibility for the construction and perpetual maintenance of the facilities located within this drainage Easement per plans on file in the office of the Spokane County Engineer. The Grantor(s) hereby releases Spokane County, and all its officers, employees, and agents from any responsibility or liability for any damage whatsoever;including inverse condemnation by or to any and all persons or property arising out of or in any way incident to or attributable to the storm drainage within said EASEMENT. " The EASEMENT described hereinabove is to and shall run with the land No.modification of the boundaries of said EASEMENT can be made without the prior approval of Spokane County. IN WITNESS WHEREOF, S have hereunto set f Pentzer Development Corporation 1992. STATE OF WASHINGTON I / COUNTY OF SPOKANE /J I certify that I know or have satisfactory evidence that �/ °'� is the person who appeared before me, and said person acknowledged that he/she signed this instnWient, on oath stated that he/sh was authQ "zed execute the instrument and acknowledged it as the of =. to be the free and voluntary act of such party for the uses d purposes` entioned in the instrument. Dated: - fa' ' // / 99-Z � c�/ �✓� ° Signa IL E. Excise 111 Exeno !% Title e K2 MY appointment expires: 61— Spokane County Treat, ill VARIANCE # BLDG # OTHER # Pl'A /NAB C- ,�S Cr�tcc S M ROAD NAME PHONE - WOR r a � � The following documents are needed before the Engineer's Department can begin processing your variance or building application as approved. RECORDED COPY OF DEED, contract or conveying instrument. These may be obtained from the County Auditor, 2nd floor of the Courthouse. LEGAL DESCRIPTION of your access easement. A LISTING OF NAMES of individuals who will be signing the documents. These individual names should appear as the person(s) legally sign their name. 6) / 5_n P ...., 11V�, ,A 1 Iq )CAJy' �t^tlta11 A CURRENT ASSESSOR'S MAI' which depicts the location of your property. OWNERSHIP MICRO -RUN. These may be obtained from the County Assessors, 1st floor, of the Courthouse, Jefferson entrance, 2nd door on the left. APPLICANT'S NAM - � f &V-S rI MAILING ADDRESS W 0 6 ASS is y 4 Svc rc 01 Acl k A.t /r– (A)A j 9r) I t PHONE - HOM The necessary documents will be prepared by the Engineer "s Department, Right -of -Way Section, upon provision of the information noted above. You will be notified when the documents are ready for signature. The documents may be sent to you, however, IT SHOULD BE NOTED THAT ALL SIGNATURES MUST BE NOTARIZED. The Engineer's Department does have notaries available if you choose to sign the documents at our office. Please call when ready Notice to Public #. COMMENTS W Please mail when ready Right -of -Way Woz P Right -of -Way Agent klpV\notim.192 Forward to you from VD �� — tiLRUG 06 '92 08:51 SIP rmuri zrunnnt uuuniY ItILt I P. 21T. SPOKANE COUNTY TITLE COMPANY ROCK POINTE TOWER. SUITE 300 W. 316 BOONE AVENUE SPOKANE WASHINGTON 99201 TELEPHONE (509) 326.2626 FAX (509) 327 -7570 F A X T R A N S M I T T A L 5 H E E T DATE: 8- 6' 9 a SENT 70: b b6 PejPtro� ATM: FAX NUMBER: ( ) - 3 48 FROM: Keith S. Newell IF 7011 HAVE ANY DIFFICULTY IN RECEIVING OUR TRANSMISSION, PLEASE CALL (509) 326 -2626. a2Lf62SIISES�Y32LIIpQ09L��fYL6iO����fIIi l�OI =CY w � ad O F F I C E U S E 0 N L T TIME: ORDER NUMBER: COMMENTS: We are transmitting from: PANAFAX MODEL PD -1709 Compatibility CDITT Group 2 and Group 3 Total number of pages including transmittal sheet: SS!TCi DSID Tie UM= ir1TES OF ANLRICwv acttrt t•y acd :+uglf V.• A'. tracer of General Se: vices mod.: and pars:: = to the powers and authority once: is appla:ahie y~sims of the Federal Properly and Adm!.:1 T*Uvr & —trea t 1049 W%OUC 1Lw al. 6lst Coagreas: 13 Rat 377) as amended. and reduJ =cue ard.rw promulpted thereurAer'0 relae degigasted as 'Grantor L for :,.-! asntidersdioo of the go= of a Ten Dorian and other good and valuablt consider. `. iesladi0( the.cees0ahes heraladitr setfartk does hereby c0a+e7 sad quitcialta t fpOL&XZ MMTRSAL pAM INC.. a Taabiogtaa eteporariaa Cereimfter '.e.: no braatee ita smcessors and --Sip all of Grader's right title gad Iris: as Ze the fdLewlug dtartined property Qieretcalter deaira:e: as u Prwert77 c to Waksae Coatay. Rote of fa W OCL r.ugUG 06 '92 00:52 SIP r cull ZrtiKHNC CUUN i I l i l ac P. 3/7.. f 7 f = 09�aTt v.Fr t O 1 601' TYe south IJ2 of Jeetim 4 and that portitoo of Section 12 lyir4 north 4d the IDCtberl7 right -d -vay line d the bpokaae Iaserna:ional w;vj ant Towaablp 35 W&U. `A 44 Ysss, V UL=et 3icri :ia_'t; Y . RICLPMO THERY.t a tract herelts_'ter ee igtnxled Ls 2w * GM Area" adich is described as follows: 3legintdag as a pdsd an the Bert line of Sectim L To.ss'.:7 2= Aim'th. Range 44 JhA Ytilametle Heri2laR IV. 35 feet aartherly of the southwest corner of ssld sectiag theses Gast on a Uzw 49 feet south of b%AIdiag 032 a distance of 1100.03 feet to the westerly edge of pavement la First 9trset 9haaoe north at rw aaglss and Ca the westarly edge d paranym in First Street a dtstaaee of $28.0 feet, then west an aline parallel with the soveb Use a dlsta.ICC d 8.3.0' feet is the west line of said secl t_`eace sortherl7 akC{ t. weer line of sat! seesim a distance at 023 feet to the poid of >tesanloe ELCZpPII4C ALSO a tract herdaa' ter desir-Lated as the 'Army ileamw Area' w ►;th is described as follows: • (:Smmenniag at the quarter Corner d Sections I and 3 of the add TewaaRip and Range themct east alaeg the quarter sectic. line in Oeatim L a dlstaate of 633.3 feet• ebeace south 6 rd.l lest: theme west 633. a feet, mare or less, to a polo[ m the wR Yoe o said Sec 1. theme the vast line of said 6 id Section to the true arose err 9eµ aLatg Swint at DeS1m9itlj, c*M 0.67 acres. arose or less: racarrmt FiTR ti►q. fGMIOVUS desorlb" easemams: Teat efrtala Gammon far the Coneuveacq, =ALMftMWq- Gp wa OW rep K rallwq tracks: said essemts heiaj dated 3ia7 l 1` vaingsas m lab M 1943 in elaaae uss d e Deeds et Fee , sh 315 30 L i Gawe TO noel Deno /- is 6 i i �i Hu'RUG N '92 00 52 SIP --41 oruKHitl CWq i Y I L (Lt � u P 4i. 0112£5 jdot a t *0 pab:lc a sae, eeeapr and naa jot� the pab]ic pads MM Congwwbsd and 10eat04 .1008 the aCerior boa=Lsries at the ts+perb: lamest for gat dlaWrW doo pipe lines grated Apra 4. 1160 b Grantor and Cradee to Washingtm Water Power Co=psaT. 1 ap, for 0tlltdm !r'rL8sd*Lo0* or drdnw. ' if *tp, CM&Ud by cra2Lae as parcbaser at the �aprrip w dry the red estate coet Tact beretaarer measicned- NUM 'fie rest estate tom! referred to bereln is dared am of Ytbraarr M 120 Jaauarr L 196010 the cence at the Au ditor deed 1 d a . , �7. wwddv4w to Yolame 7S d D at aF b Q.Mar to �foro&Mew d the requirements d said real estate comraet Xdtwiftmbamrd eve delwor3 of {" deed the Chaptions o f Graaue qmder i>'ie'*Vlqh _ V9`yrW1 ad Pap 4 at said real estate C —tract shAU #"Lein Le foil faro@ ad effect 10 BA IN A!m TO R= fhe prop" together with an at the privIleses aMd apparta*a=or+ lbw4 ee b0onglao undo Grantee, its 60ec0tsors and assigas' The err"" taieme0r for the eanatruedo". atattarnance, � dpartafsa and rwpatr of a substation and ?arlmlaslen Line: dMM aeaeaata being dated Way i 1943 and recorded in Ta *ms W& d Deets at page 1:4, records of the Auditor a6 asuma Caterer, W"Mogtoa '%at aerbtla ea9s9aeat fur ss ffa]] aewar M recorded in ialtpme 501 e[ JkW S1b under Auditor's F ile NO, 3446160A. records of she �.dita�r s �• caod, AKO TOOST1Ct VrM all fmpeeremema, bdkUpts' reads, and alllb Have and system$ 10c40d Ypm the *Dove described real propertT q horwever, the folle*!ai b 8prwrgm s" bdldings, pads, or ntllttl 11nea or >4m tae above descr]bed real properrr on or placed � a date d tDa rtal estate eae7of % Grant *aeudowd tddah did ad became the praperry err sober vender said real aatata aeursat: AiII the t0lepb=s cable. VW S4 tsleOf*r wire faculties and Iatddeaaal oires sold b Th prador to the Grantee by Lill Of sale dMM4 aM Of Ifs? ft8. 1910; a m To i "u'AUG 06 '92 00`•53 SIP rku nru:nnc lul Vii 11ILe u P.Si7.uy e>7 so ltneraga to each arse a gross . shat me=* an the areaear's obllgatinM made' r following prorUtate with seeped M each urea or areak and tM Graaea Abel be ralie"d d BW tUrtber ablisst3ONLor Zid+fllry MM ragpegt tberete. Ike IerY. go%ave Shan Jdsois afatev euceessare aed &s eems. whe_e it is stated herain- below "at (bP� Shan !a7 g reasaasble charge far a eerelee. s tegsasahis ogre* Shan aeon6 wbert practicsb:t ar appUcable, a rate s maoms which is ONT,lotod with earrespat2dLag eaafineradgl ra er charges la the spckwm' 7ashla'10► !'a fs a aervlce slmflar b that m drr ewag1dtr8do4 Zdg ammyaaet L art feat to otd *0 Grantee, by St aeeeptsace of this mad, sgreas m the fdlowiag: Reib'Wegd_eolee 'here is reserved m ae mar s pas engage! std parpetaai easement edf rcang tht Qst6Q the right of jcLa age et the rallrmd track- age within the property which now services the (MA Area is the =00 direct miner. %ether Idth a parmaasat sad perpetttai easement affording is the Grantor the right si Wmas to such track ae for the pnvase of mslataidag sod repsirtt{g such track - a is ,We" meat gmdc&gW*d that the Grsmor nL37 ester into a geltchtag agreemed ,1112h the Grantee or We awrriag ratlrosd or raoramis or bah and !rather ! u dth4r the . as MM or the Ctantao (g8ar moths to the ands Lhtctested party or parties) ids eocesaa7 wgpeage far the msiRiaac+ee or rtPers of such tr then 'be laty !which does ad Sm, such aspaase sun brarmed 15 eu6inoes to ass sack trseL) sstteDtirse a abate d as caw of soak necessary aasimeaaace or raps" .Mob d an be is dire4 prapastien to the Wdeat at Sts &!teal one at each traeke prier to the date emb expanse was faoraved. a is a)so aped and medersfood thed the ()rehear aad OMMIse um. st the apace of the Grsaer, eater Sato as agreemnmd or agreements uspectiaa audd av eeaeemltaat inspecting serviaos) of each trucks by the &W&M, !Sae wkdch aerrlces Gramm qM lay a reasonable ehuge. vet.r s,eale sealee . Van February 1% last tba Grants ghWA have deal is 1p tea !heath to ptrdtase ban tld Grantee Wd the Grant" agrees" tSowish to @amfar, wafer ,lawn ehe a7stess lacated open the R'epLr'h. or W leplace' 4 P FlUCRUG 06 "92 08 :53 SIPFRUM SFUKRNE CVUNT'f TI ILE iu . .. P, 6/7. I I pt&psaes Xarmal drslge pressure small be MA MAlard is said user sy7lsa al s :l i on" by at Crease*. Q.artor &hail pV a rtasonaa :t ehage tar exA vater service, t � ,eyar SrrelCe. =Lae is reserved to the Cramer the peraanent ad /rrpv%a M&ft to dlscaarde mtrested so *ate two the extedAg sever system or F : X4 tepLoamala tlteseei, vbathtr lsysed vftMa the !rapes t2 se atherwtse. aree ise sr"d to audsisla sad operate add suer system mail rebruary 1; 'gas is ; neigh a meteor 1hd said sewer urvlce snail be available to the Cr&Mw st all tlmts, f �a GTOtsve &hAn pq a rtuouble taerde far this servlcti �CefR 'there u reserved to the t?amar a permanent and perpetual easy E F fief asap to Gr ejdev the jdm we d tae westerly 630 feet d e 8" a>seet (adiSaL . street aita m tea Army Room va Ares an tae saetta) for access to the Army We Area. n smar tht Grar&or or tae GrW -.ee (arer native to the atber Imtrested pzrey ar partiea) !naffs seeeaXe y eapeace fa tae pWpose or maiasateicg or repairing Geld atrweL than tat pat'tl' vMch do@$ sot itte= sueh expense small (provided h — 21-es-is vie sadd street) reimbase a share d the cast of eves necessary atdmeaaace or repairs Iftch shall be iA area iraP°rtlM to the edee d Us accAal =e at said street peiar is the date s&di etpeise wee iaM"L As 10 as ioaegdag preeJSiaj pertstdal to $a ilra:d Service, Vater m+pply tervlae. Sasita7 fever Service aid Aatem each of the sevrre3 agreemeats aaade bW tie Granges &bell to aid sre deemed to be carensaas rtmntag Irth the laced mica i4a be bit & +tom tae Crsatss sad its succesae s sad sesljas ft& preperty vas &CgVU*d by IM dented SNte& d America September >w no b D of Taking stied to Ch l Case lla. 25S to the Distrkt Gaart d the al{ted at-as for tie zutem Dsctrw d wuhltrdt Raethem Divialm and Was hats dab dalaraatasd to he sWV= t& the netd& and s�egtdremaats d the Wted Stases at America sad asaidiwd to General Services Ad uldsttazim for dupoaal parsusat to gsshirlt7 aQ�:ralsad is ae sdd ledersl property gad A*:%LWsb4Wve Services Act as cc r. i. t �i "`PUG 96 rl U /.N ♦G �LiUhl l Il�LG IU -•• snswiK gpa app 1* arders and reaala ms Or=uWed eheremuwer, 7i7 • do f Z w wlrxm wVrpjwF, th -saor has caused this instrmaeat to be ezeeuted as I i<qtembr- =6 lldet. OSIM STATS3 G8 AWMCA f bettet by sad thraugb the ff for Of Ga Ssrviees i= Disposal Branch •ogedsitian sad Disposal Division Public Wdldings Service STJS= Cr VASMGTCW Y =am (w �O ) 6854 SIP ' teats d ' `- -- •a / , 2960, before the wader 9lgs4 a Notary Public 9S sad far the State d Vaahtatuc. persgvzlly appeared t to me !mown to be the met DISPO l AcquLdcLm i cad Disposal Dirislat Public WIdlap Scr+lee, Gemral Services 1tminisr8Uta6 sad to me Uaoes to be the Gedividual desczZed is sad wrho ezecuUd t� far e3aiuf iasermell cad ado edc ath stated that he'= *47 suthraisedd t aaperwed reed &a*Sa ad by the Administrator of Owwra2 Services to "acute the said lsstramemt sad sdaasledpd the faee:alM twly% mend * be MR 4se tad velwmsar7 set sad dee& aattaj for aad m behalf d the Sdmiatetrater a t f eaeral Services, ocelot fa ad i bebw of tbs thsitad States d Jmerlei for the uses sad RMV= s thersia Taylor Engineering, Inc. A. 108 Mission Avenue, Suite 208 Spokane, Washington 99201 M 9) 928 -9971 X) 528 -8224 LETTER OF TRANSMITTAL DATE AUG D 6 1992 WE AM SENDING YOU tjjj THE FOLLOWING ITEMS: El SHOP DRAWINGS O PRINTS O SPI.AN ANALYSIS O SPECIFICATIONS 0 COPY OF LETTER O CHANGE ORDER W A EtXA __ -- COPIES DATE NO. DESCRIPTION THESE ARE SUBMITTED AS CHECKED BELOW: p FOR APPROVAL p APPROVED AS SUBMPTTED p RESUBMIT COPIES FOR APPROVAL O FOR YOUR USE O APPROVED AS NOTED O SUBMIT COPIES FOR DISTRIBUTION 0 AS REQUmm p RETURNED FOR CoRRzmms O RETURN CORRECTED PRINTS F1 FOR REVIEW AND COMMENT O �A / a rarIMMOA AWAS i COPY TO SIGNED�� .-:, 0 / yd 3 -�4 o 7, GCVO SA Z- 11 z, Z-08 iA 0 — o,58 - 59 C > Zrrf - - - - - -- - - - - - -- - - - - - -- -- i3 = S Yl- - - - - - - - -- -- - - - - -► -i - U -- - =- - - -- - - - -- - - -- - 61zo -� - - - - -- r z, -- - - - - -- - - - -- C l460 _ - 7t_7-5) Z — ZC3a)z�zSc�± 3oS� - -- — -- — — - - - -- -- — — _�°E— z'' ASP - - - - - - -- - - ± - qo (-1.35) z -. 3 = -- - - - - -- - - - -- ---- - - - - -- - --- ---- - - - - -- - - ------------------- jow 1 S f F} C-T 30 (37 ) $3 - - -- - - - -- — - (/ � L OR161NAI F11 Fn no a[r.nRiKn 1° :VO () � r !/ SEP 221992 SPOKANE COUNTY ENGINEERING DEPARTMENT COUpTY AUOtlud SEP 2 2 1992 Spokane County, Washington $p0 ME COUNTY, 4fi117. DRAINAGE EASEMENT gpl} {'G t�U i i Et \�'KEEPI The Gran%or(s) PENTZER DEVELOPMENT CORPORATION, a Washington Corporation, of the County of Spokane, State of Washington, for and in consideration of Mutual Benefits, the receipt of which is hereby acknowledged, grants to Spokane County, a political subdivision of the State of Washington, an Easement over, under, upon and across the hereinafter described lands situated in the County of Spokane, State of Washington: That portion of the Southwest Quarter of Section 1, Township 25 North, Range 44 East, W.M., situate in the County of Spokane, State of Washington, described as follows: Commencing at the Southwest comer of said Section 1; thence S 89 °14'28" E, along the South line of said Section 1 608.00 feet; thence N 0 °45'32" E, 37.00 feet to the True Point of Beginning; thence, N 0 °45'32" E, 43.00 feet; thence N 89 °14'28" W, 133.00 feet; thence S 0 °45'32" W, 43.00 feet; thence S 89 °14'28" E, 133.00 feet to the True Point of Beginning. The EASEMENT granted to Spokane County and its authorized agents is for the sole purposes of allowing natural drainage and/or runoff over and across the above described lands. The Grantor(s) hereby agree not to obstruct, artificially collect or discharge the flow across or adjacent to the above described lands. The Grantor(s) agree that Spokane County accepts no responsibility for maintaining the drainage EASEMENT. The Grantor(s) accept complete and total responsibility for the construction and perpetual maintenance of the facilities located within this drainage Easement per plans on file in the office of the Spokane County Engineer. The Grantor(s) hereby releases Spokane County, and all its officers, employees, and agents from any responsibility or liability for any damage whatsoever including inverse condemnation by or to any and all persons or property arising out of or in any way incident to or attributable to the storm drainage within said EASEMENT. The EASEMENT described hereinabove is to and shall run with the land. No modification of the boundaries of said EASEMENT can be made without the prior approval of Spokane County. IN WITNESS WHEREOF— ,L have hereunto set f Pentzer Development Corporation (#$1992. STATE OF WASHINGTON COUNTY OF SPOKANE Q I certify that I know or have satisfactory evidence that �c !n- J is the person who appeared before me, and said person acknowledged that he /she signed this ins ent on oath stated that he /she was authorized tc� execute the instrument and acknowledged it as the h 7 of � to be the free and voluntary act of such party for the uses add purposes in the instrument. Dated: �� /99d �DG, , ✓fJ C E. Excise l Exenps Spokane County Trans, C � : �T SugnattJy Title My appointment expires: —� y� BEFORE THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON S a� RESOLUTION N0. 90 :1401 IN THE MATTER OF AUTHORIZING AGREEMENT ) FOR TRAFFIC SIGNAL IMPROVEMENT — ) RESOLUTION SULLIVAN ROAD AND MARIETTA AVENUE ) COUNTY ROAD PROJECT NO. 2418 ) WHEREAS, the Spokane Industrial Park, as part of the proposed development of the Industrial Park is obligated to provide for the improvement of the Traffic Signal System at Sullivan Road and Marietta Avenue; and WHEREAS, the Developers have requested Spokane County to perform the improvements at the Developers expense and have executed an agreement for that purpose; and WHEREAS, the County Engineer recommends approval of the agreement by Spokane County. — THEREFORE, BE IT RESOLVED By the Board of County Commissioners of Spokane County, Washington that the agreement with the Spokane Industrial Park for improvement of the Traffic Signal System at Sullivan Road and Marietta Avenue is hereby approved and the Chairman of the Board authorized to execute same by and on behalf of Spokane County. BE IT FURTHER RESOLVED that the 1990 County Road Construction Program is hereby unanimously amended to include this project and the County Engineer authorized to commence preliminary engineering on the project. PASSED AND ADOPTED By the Board of County Commissioners of Spokane County, Washington, this 6th day of November, 1990. BOARD OF COUNTY COMMISSIONERS OF SPO E COUNTY, WASHINGTON v &h 2 MMY'ev I BY El I f ATTEST: WILLIAM E. DONAHUE r AGREEMENT This agreement, dated this 16th day of October /9Y0 , by and between Spokane Industrial Park , a Washington Corporation, for itself, its heirs, executors, administrators, successors of ,assigns, hereinafter called the "DEVELOPER," and SPOKANE COUNTY, a municipal corporation in the State of Washington, for the purpose of improving the intersection of Sullivan Road and Marietta Avenue by installation of traffic signal system, which improvement is for the purpose of enhancing access to the Developer's property under the following mutually agreed conditions, to wit: i Spokane County agrees to perform the following: 1. To prepare plans, specifications and estimate of cost for the project and Call for Bids from private contractors to accomplish said work. 2. To enter into a contract with the contractor submitting their lowest and best bid, subject to the approval of the Developer, and the deposit by the Developer of the contract amount, including signal equipment, plus 20% for construction engineering, inspection and contingencies with Spokane County. 3. To pay the contractor amounts due as the work is accomplished. 4. To deduct from the Developer's deposit the total costs and expenses of the project upon the completion thereof, including engineering, administration and associated costs. 5. To refund any balance of the Developer's deposit in excess of the total cost and expense of the improvement, or 6. To bill the Developer for the costs and expenses of the project which exceed the deposit amount, if any. 7. Upon completion of the work to accept the same as part of the County road system and assume maintenance responsibility therefor. The Developer agrees as follows: 1. To deposit the amount of Eight Thousand and No /100 Dollars ($8,000.00) with Spokane County at the time of execution of this Agreement to initiate preliminary engineering for the project. 2. After bid opening by the County, but prior to award of the contract, to promptly deposit the contract amount, including signal equipment, plus twenty percent (20 %) for construction engineering, inspection, contingencies, and associated costs with Spokane County. 3. To pay promptly to the County, as billed, for any and all costs of the project which exceed the deposit amounts. THE PARTIES are here agreed that this is the whole and complete statement of their agreement. APPROVED: Spokane County Engineer DEVELOPER: snokane industrial Park By: _ Scott R. Brown Title: project Manager APPROVED AS TO FORM:. Bus.Address: N. 3808 Sullivan Rd. Spokane, WA 99216 Deputy Prosecuting Attorney ,� 07110 SPOKANE COUNTY By: Chairman of the Board of County Commissioners of Spokane County, Washington V A3NOW 3]NV3VO A]3H] GlVd 1Nno1YV HSV] 3]NV3VI1 DNINNID311 OIVd MOH 1Nn0]JV ._ 1000 $ smmoa �o aoi ssa WOai 03A13338 N ld 13 321 ° � IVO F i clntV 51Cr'[1q 10/17/90 6000.00 CHEC, t_D 1. ..�EO.NO i�x/E1f0ORNC7, ' Al _ g ' . ' TOTALS r .. •, ..e"'. s� : "S, ,.r :. a WD SPOKANE INDUSTRIAL PARK INC. WASHINGTON TRUST BANK �u!; w � WORKING FUND' SPOKANE, WASHINGTON N. 3808 SULLIVAN ROAD. 924 - 1720. 28- 8/1251 SPOKANE, WA 99216 SPOKANE N h;Hl / mn un I • yl •,,l PAY TO INDUSTRIAL PARK c I r E 4e k)L . W CTS ORDER OF SPOKANE COUNTY ENGINEERS tA AU ORI2ED SIGNATURE 11. 00955411' 1 : L25L0001191: 636 ... L8918 NO. -9554 SOL ••11 11 6t6�'^wnM^VM O ' $'A N13pY�1 1 REQUEST FOR DESIGN DEVIATION ROAD NAME Euclid Avenue DATE _ September 10, 1990 CRP/RID/PLAT/Z.C. No. BSP 88 -22 FEDERAL/STATE PROJECT NO. N/A 1 PROJECT TITLE Spokane Industrial Park BSP.88 -22 PROJECT LIMITS EXISTING CONDITIONS: PROPOSED IMPROVE11ENT: ROAD {WIDTH 43' 7 0 ' ROAD SURFACE Asphalt sp a AVG. DAILY TRAFFIC Current Design Year PROJECT DESCRIPTION Construct new road with drainage facility and _pathway DESCRIPTION OF STANDARD INVOLVED Standard sidewalk as 'required by Spokane County. 1 PROPOSED DESIGN DEVIATION Delete 6' pathway along north side of realigned Euclid from u Ivan oa o n us ria ar irs ree - JUSTIFICATION A security fence liunits access northward. Spokane Industrial Park would Like to discourage pedestrian access along this area for security reasons We request that pedestrian traffic would cross the street and travel on the south side path. A crosswalk would be provided. Submitted by STAFF RECOMMENDATIONS wrV — r _ Approved Not Appro d RE✓tSZE(D Approved Not Approved Approved Not Appr ed � Pro ect Ma er Approved Not Approved Opera ons Approved Not Approved County - Eng deer 02510 -Yn - REQUEST FOR DESIGN DEVIATION ROAD NAME Euclid Avenue DATE September 10, 1990 CRP /RID /PLAT /Z.C. No. B.S.P. 88 -22 FEDERAL /STATE PROJECT NO. N/A PROJECT TITLE Spokane Industrial Park BSP 8 -2 2 PROJECT LDQTS EXISTING CONDITIONS: PROPOSED IMPROVEMENT: ROAD WIDTH 43' 70' ROAD SURFACE Asphalt Aspha AVG. DAILY TRAFFIC Current Design Year PROJECT DESCRIPTION Construct new road with drainage facility and pathway. DESCRIPTION OF STANDARD INVOLVED "208" drainage swales for runoff from asphalt street. - 1 PROPOSED DESIGN DEVIATION Eliminate "208" drainage swales along th north side of real igned Euclid between Sullivan Road and Indus JUSTIFICATION � i V1 STAEE RECOMtENDATIONS �.r Np i2 _ Appro Not Approved lL As 9el Rr o k SE o Vin o V i p N r Fol /kD01 �toaAC__ w 10T4 Ps �K! i IIw4�/ StDeW 4u•� !3y f yo i Approved Not Approved n_ c�c> ) TJu /0-12-90 Planning ArTd Traffic Engineercj Date Aped __ Not Approved \'- C ) ect Nan - 'ge er Approved Not Approved )OR Approved Not App oved County 02510 - — - - -� V / OF=FICE OF THE COUNTY F:NGJNE:EP S POKANE COUNTY, WASHINGTON July 11, 1991 TO: SPOKANE COUNTY PLANNING DEPARTMENT (Current Planning Administra.tor) FROM: SPOKANE COUNTY E-NG! NEER 0 ��. SUBJ: EXTENSION OF TIME, HSP -22-07 / re: Subdivisions We have reviewed the above referenced Extension of Time request. The following comments are applicable t the request. The County Engineer has no further conditions of approval to add other than those conditions of record and as previously amended. I' PLANNING DEPARTMENT BROADWAY CENTRE BUILDING N. 721 JEFFERSON STREET PHONE 456 -2205 SPOKANE, WASHINGTON 99260 MEMORANDUM TO: Division of Engineering Division of Utilities Spokane County Health District R F C F 1 1 1 IF, 9 1 3 ) Division of Buildings Fire Protection District No. 1 ��� 2 5 1991 Spokane Industrial Water District — FROM: Thomas Veljic n 9l;1NE ouUie iY EP: DATE: June 25, 1991 SUBJECT: Extension of Time for Spokane Industrial Park BSP -22 -88 Phase III The Spokane County Planning Department has received the attached request for an Extension of Time to finalize Phase III of the binding site plan (BSP- 22 -88) Spokane Industrial Park. If you have comments on the proposed extension or believe additional conditions should b made a- part- of- tfie•preliminary plat approval, please forward comments to Thomas �'eljic by July 1,1,_199;1: Thank you. c: Spokane Industrial Park, 3808 N. Sullivan Rd., Spokane, WA 99216 -1670 Enclosure SWGASPOKANE IND. PARK - 624197 SPOKANE COUNTY COURT HOUSE . FM J� E XTE SICN OF TIME rOFM Plat Number: BSP -17 -87 0� Number of Lots: 46 Lots, 7 Tracts Sponsor: Spokane Industrial P ark Plat Name: S. I. P. S outh Expan sion Number of Acres: Property Owner: Address: 209.13 Same City, State, Zip: i nkane,_WA 9 9 21 6 - 16 76!ity, State, Zip: Phone No: (509) 924 -1720 Phone No: Engineer /Surveyor: Taylor Engineering, Inc. Address: 106 W. Mission Suite #206 City, State, Zip: Spokane, WA 99201 Phone No: (509) 328 -3371 . i ,. . (TO BE CCbPI= CMX IF THE PIAT IS BEING DEVELOPED AND FTtuiZED IN PHASES) Number of lots originally approved: 46 Number of phases finalized to date: 2 Number of lots remaining to be finalized: 1 Number of acres rema 67.16 PLEASE PF ME US WITH THE EOL7 IING INFOFMATICN Briefly sunmarize the progress made, to date, in preparing the plat to be finalized (i.e., physical construction, bonding for improvements, surveying and drafting work, accarplishing various departmental require obtaining or granting easements, etc.) The f;raf twn phases have been finalized, Road and Utility construc f -i J ; rA , ;ontly underway. The third phase has been designed and •, tie '_Tanning and Engine Departments rowever, it has nom* hewn rpc=9PA as a honcl fnr road and utility construction woul ha " 4 1 " red The third phase is scheduled for filing and construct 1 1 -9 1 SUN 1 3: .34 T A Y L O R -I► Taylor Engine( Civil Design and Land 1 West 108 Mission Avenue suit Spokane, Washington 992 Phone: (509) 328 -371 FAX (509) 328 -822 } P _ 0 1 ring, Inc. r MEMORANDUM VIA F I CS MILE To: . .e� Fw ' { Date: 4 Attn: ism Time: FAX ¢,'lo — ¢7 16 From: Subject: Message consists of _� page(s) including cover sheet. sos, i �ot 16 A Fk�u w.� rU ri � Y Ll4YoctT Ar)b 6 &eck(,ArtaN.s F 7 r( ctru,f,!5 ? RAeA 70 vEkUIG� 010 /i ns THE A cOjtrIl /ao47716N 0 ' 5cAd j -its h1U7 /c-1(O,4l�4 1rS7rE,e /r2 BA61s 1 ? 4 PVO c, 6YVY Z o 8 4 1eE,4 �I�G�G�t��4T /orJ " ArilA TU FLDuJ TO I�IZYCt1EGG . ",14 raA, ' ," v 1- �eleylvre-Y ALTEkEA u Po� Ci��4� /�z S7GN� f1T r)YC .77/14,�F rNE �� /n�G. corvPA- NYC- r.ov�3 eu.T f 77-mr SUN 1z ..3 e T A Y L 0 R I J P. 0 3 AOJ Taylor Engineering, ! Inc. Civil Design and Lend Plannin� �s f� aA -Az of WWD ,f&#- 041.4�bcHECM a rc Y L _ . FU NO, SHEET or 6ASI C DEVELOPED 'C' FACTOR 0 (2.) SQUARE TYPE OF_SUREACE FOOTAGE A45FH4�-r 3z�000 DEVELOPED `0" _ SUM 4 9 FACTOR SUM (2) ~ TIME OF CONCENTRATION: 7-e. S 5 eK IA ) - INTENSITY: ,r = 3,19 i * RUNOFF (Q): Quid = ,9 (3 -I8) . � z• I SWALE VOLUME REQUIRED: 3z ooa . (� y) . G 5 'pIPrfl = 26 6G PROJECT SWALE: : ISOTfdrv , P�r�eaJ -sa za'X r3�� TOTAL AR EA • 73 f$C (3,) RUNOFF COEMFNT (4.) (2 -.- z85D0 CG5 s 3 3 Pr I RELOCATE ALL FENCES TO75' NORTH TYPE "A' DRYWELL W/ T TYPE ! GRATE� TYPE i GRATE a k STA. STA.5 +70 TOP OF GRATE TOP OF GRATE EL. 2010.70 2009.85 XSEE NOTE 2 ; SEE NOTE 2 OF CURS TYPE 2 GRATE STAB +00 TOP OF GRATE EL.2009.70 EE NOTE2� TYPE 1 INLET rBD TOM CDC`, F ie T C' N7 RT C11� TO7 OF CURB FEfYCE` r N89 °14 28 rg �XIST. ASPHALT 5 820.00 J# }3 To �- fDEWALK AS PER MY STAI 6ARDS M _T 8s BASE N7 TRACT "A" R 7 p 7-3� �Nr all _n� ► —� I TEND " D" o $ 0 18 P 5' 0 7 00 0 EXIS 005.99 �m -D a + + NEW 0054 "�„ � I GO `° M A EXIST. N INAG O SO H RELOCATE CHAIN LINK TO EASEMENT LINE INSTALL STORM WATER - '� PIPfNG AS PER SPOKANE. COUNTY STANDARDS. u - N z 4 �— BOTTOM OF SWALE• L EL.2006.00 TYPE 'A` DRYWELL STA. 6 +20 INLET EL. 2006.5 TYPE V' DRYWELL STA. 5 +53 INLET EL. 2006`5 STA. 8 +20.00 EUCLID AVE.= i 'v 1 t� i M ATC H TO STA.8 -t-OO SAWCUT a f EXIST. ASPH, BASE. REPL! . NEW SPECIF 3 � Ac 1 4 r Y a t- W Q u- zLL 0 d EL. 200 MATCH TO EXV ASPHALT. BOTH JAN -2 1 -9 1 S UN 1 - "_,3 E. • ' ' 80dSTkING METHGO DETEN7I2N FA51N DESIGN PI;04U- 8AP 88 - FASIN NC- C T A Y L 0 R Prepared try TAYLOR ENGINEERING Tia,e Increment (Ain) 1 5.00 1 Time of CGncentrdtion (min) 5,00 1 0utflce (c.1,s,) 1 1.00 ;ONE T'iFE T' DRYWELL Design year flow ( 1 10,00 1 Area (e( /Fe) i ,73 ; De.e:rped "C° factor .9(1 1 41 42 ; t'• 1 14 15 Ti,we Inc. lTi ;e Inc. ;Intensity 1 0 dev, 1 V in 1 V out :St (gin) 1 ;sec) ;(in,/hr,) I (c,f.s.I 1 (cu. ft.) . (cu.ft.) 1 1(C 1 60) 1 1(A1Ct83) :(see ---- telo,i) 1(outflowt42� 1 5 1 300 1 3.1.8 1 ------- 2.09 1 - - ----- 840 1 --- -- - - -- 300 1 10 1 600 1 2.24 1 1.47 1 10 t 600 1 11 1 900 1 1.77 1 1,16 1 1165 1 900 1 20 I 1200 1 1,45 ; .95 1 1240 1 1200 1 25 1 1500 1.21 1 .79 1 1274 1 1500 1 30 1 1800 1 1.04 1 168 1 1300 1 1800 1 35 1 2100 1 .91 1 .60 1 1311 1 2100 l 40 I 240 1 .82 1 .54 1 1348 1 2400 1 45 2100 1 .14 ,49 1362 1 2100 1 50 1 3020 1 .68 1 .45 1 1386 1 3000 1 55 1 3304 1 .64 1 ,42 1 1430 1 3300 1 60 1 3600 ; .61 ; .40 1 1494 1 3600 1 65 1 3900 1 6 1 .39 1 1518 1 3900 1 70 1 4200 1 .58 1 .38 ; 16 1 4200 1 75 1 4500 1 .56 1 137 1 1693 1 45x0 1 8;1 ; 4800 .53 i .35 1 1701 1 4300 I 65 1 5100 I .52 1 34 1 1717 1 5100 1 90 1 5400 1 15 1 .33 1 IBo7 1 5400 1 95 1 5700 1 .49 1 .32 1868 1 5706 1 100 1 6000 1 .48 1 .32 1 1924 I 6000 1 Vin = 1.34 1 8 dev 4 t for t< Tc Vin = 0 dev t t + .34 1 0 dev t Tc for t > Tc 7 ; ge 1 C6) 1 5401 ( 1333 CE 43Ji 2651 401 -2261 -5001 -1831 10521 13;81 16141 12101 21161 1 32T 15611 28071 30931 33231 35931 0 P 0 4 T A' -A- 1 0 -9 1 W E D 8 1 TAYL0R P 0 1 jj, T aylor Engin Civil Design and Land ering, Inc. West 108 Mission Avenue, Spokane, Washington Phone: (509) 328 — FAX (509) 328 -81 208 MEMORANDUM VIA Ii A'CSIMILE I To: i Date: -/0/91 Attn: � s�a�s _ Time: 15 A. m- F'AX From: Subject: AR Message consists of � page(s) �Trfjc.N Q is 771E 4zP41:f7x r �r ra m r�1�e w, r7� 7A� ye u. 7w cover sheet, rt1�O,� ff - Ton! 66417 k to A14 T XiV,0 5 1 R = 40.00 DEDICATED RIGHT- OF -WAY k1_I t N f I !"! I t !r 1J N A - 9S 38 56 E;5'3a•W� �L= 61.89 A =23°4454' N. 1�a CDR. SEC 12 !2 FNS. I' I .S. PIPE 739.79 -` z L = 4! 1.17 - SECTION LINE - a� 2`a M N85 �' 2639.74 • R.O.S. BK. 39 PG. 78 820.00 EUCLID AVE. - 12 r R= 40.00 722.26 R= 1 00. _ ° ( g 454.26 1 ✓_ =63.7 I- L =V.'2 ' ' I I a¢2 0 �� " 3 •68 \�� ��� 566.46 i 400.00 I rat n=9i° 16 2' A =0 °0305' 1 C: q /q. �� �s �. v 20 UTILITY v. op r` 0 ��. � & DRAINAGE m{ ° c + ka I I + I r lrr �\ 9S \204 ESMT. (TYP1 v` o N :q ! n ° cIw 2.58 Acs. 2.77 ACS. m 2.60 ACS. Z�., �\ ° . l N �1\ N89 49'03'W N s� � 624.98 N89 49'03 - W / a I } S� } p 20UTILITY \\ \6a�Q� . 399.99 a 2.65 ACS. /� I : rn n: / 7 '' W r r 1 l T RACT A I r ��� I T R A C T �� & DRAINAGE S \ x + 6 5 ZI DEDICATED I . o Z i � { � EASEMENT {TYP R �, , I I Y _1 to -_'-- -\ `t259 ACS. 4t� �] -� °a r I I co I I 3 . v� \ \ r rn I 'a Iti N89'49'C3'W Q i I - '�; # 5.91 ACS. i o 3.48 ACS. �,35� \ - \� 6 °� IQ' 524.9s \ a i Q i I 20 UTILITY 8 DRAIN I ! h B R\ �� - 2�vYI I i� U r I o 3 \ ! o! ' 0 W I I EASEMENT (TYP.} { 53 p� 9 802• I ;�f ' °0i n c�3 cv C° 2.60 ACS. - - - -- - -- �s3.ss -- - - - -�_ � % Z.L -- -� \\ l 23�C a ti /f� /�1 �\ 5 QO L ------ 37 - - F r- - -- - „•�. • 'p3. _ N, 37 9, 2 r+ - - --- - - --- - 375.E 1 f I30 ti/ // Q 4 -� N89' a9'C3_ w _138_8 - � q r --- - - - - -- ------- -- --- - - - - -- - - - -- - - -- - !� < -�� - ---- -- 7� - A - ----- • a= 14 112.06 267.08 In! 3 I I I EUCLID AVE. TO B£ VACATED �� 8'49'88'± 9 / -�O` ^ W I ON COMPLIANCE WITH CONDITION ��p UTILITY ES L= 24605 o "� / / /: /m 2.8tACS. v p o COUNTY COMMIS.`,IONERS / � � Z � Io 1 O o � > ' m i 3fv mE CLUTION NO_- � ! 2 2.49 ACS. // � / c'q g h >s ' C0 'a.., 2fN N 2: / 7 � a <t ,. 2.52 ACS. o T� W J Z TRACT B 1Z'a 71 , 3 3 <3 c I R =6 ^0.00 I 4 29.20 3.74 ACS. 9 _= _30.40 C -os rr . o i 1 �s R4 a I C I m a f r i O N� e 59.43 I j K89'5010C'W h 3 I 1025.00 1 1 " \. P- N O. S Z PHASE I J A N- 1 0- 9 1 WED S: 3 2 T A Y L 0 F: P_ 0 4 _ l RMEST COMMUNICATIONS October 8, 1990 REC�1V00 OCS 1 a Spokane County Planning Department North 721 Jefferson Spokane, Washington 99260 Attn: Current Planning Section. Re: BSP No. 88 -22 /Euclid and Sullivan. Dear Sir: U S WEST Communications will not be abl with the easements as shown on the drawings to provide service In conjunction with the Euclid Avenue Vacation - Road File No. 1949 - an easement was signed by Spokane Industrial Park, Inc. to cover the existing telephone facilities. My contact was made through Mr. Scott R. Brown. The approximate location of the existingjfacilities is shown in red on the enclosed print to Taylor Engineering. Sincerely, A ur a l � A. Manager - Engineering North 904 Columbus Spokane, Washington 99202 (509) 455 -2740 cc: Scott M. Busch Taylor Engineering, Inc. West 106 MitsiCn.AVenue Suite 206 Spokane, Washington 99201 Enclosure C� , 9, 1 W E D 8= 3 2 T A Y L O R 1. An easement herein, and For In Favor of Recorded Auditor's No Affects The effective at 8:00 a.m. P . 03 i � I affecting the portion of said premises and for the purposes stated .incidental purposes. the right, privilege and authofity to place, construct, maintain, inspect, reconstruct replace, remove and keep obstacles clear from Gran facilities consisting of underground contrunication lined and conduit and above ground closures and other appurtenan as the Grante from time to time require over, across, upon ma and under the herein described property Grantee shall at all times have the right of full and free Ingress to arty egress from said property described above, with the understanding that Grantee shall be responsible for all damage caused to Grantor arising from Grantee's exercise of the rights and privileges herein granted. Grantor reserves the right to use the easement for any purposes as long as not in nsistent with nor an inter- ference with the rights granted Grantee herein. The rights, conditions and provisions of this easement shall inure to the benefit of and be binding upon'the heirs, executors, administrators, succe,sors and assigns of the respective parties hereto. i : The Pacific Northwest Pell Tele� hone Company, a Washington Corporation : November 2, 1990 : 9011020293 : The North half of the Northwest of Section 12, Township 25 North, Range 44 Eas W.M. Said easement being a ten foot bide strip of land along a centerline as establised by the installation of the c==ication facilities along the North side of Euclid Road as now exists from Sullivan Road East to First Street; thence North along the West line of First Street for approximately 1000 feet; ALONG with a buried line to the ITPON Building; a buried line and conduit to the Pay Care Center Building; and a buried line running North from said Euclid Road to the rear of building No.'s South 4,'South 5, South 6 and thence East approximately 200 feet, a buried line from point North of the intersection of sa d Euclid Road and First Street intersection. tly to a building it the Northeast corner of said i date of said commitment is hereby defined as DECEMBER 27, 1990 1 0- 9 1 W E D 8: 3 1 T A Y L O R f P_ 02 t TWOR TITLE nism OF C AL TMM41A W 521 Bust Avent Spokane, WA 992C (509) 838 -5281 • s cw w ar v • TO: Spokane Industrial Park North 3808 Sullivan Rd. Spokane, Washington Attn: Theron Rust The following are changes to our cor.ru.tment A. M. Except as set forth below: Your Loan No.: Our Order No.: C-190581 -7M t ( Mo �i) . Spokane Ind. CC: Taylor Eng. CC: Spokane County CC: Spokane Et)g. OMRM 15, 1990 at S:00 This being the day set for the hearing on the County Road Engineer's Report on the proposed CHANGE AND VACATION of EUCLID AVENUE, proceedings for which were initiated by Preliminary Resolution No. 90 -0965, and it appearing to the Board on proof duly made that notice- of the hearing was published and posted in the manner and for the time required by'law,,and the Board after examining all claims and all ` maps and papers on file.and after hearing the evidence adduced at the hearing and it appearing that the hereinafter described EUCLID AVENUE is useless and the same is no longer needed as a part of the general road system with- in the County and that the public will be benefited by such VACATION, and that the hereinafter described road proposed for ESTABLISHMENT is a public necessity and the same should be established as a County Road. THEREFORE, BE IT RESOLVED. by the Board of County Commissioners of Spokane County, Washington, that the hereinafter described portion of public road to -wit: Such proposed establishment is described as follows: that portion of Euclid, Avenue as shown and dedicated persuant to BSP 1122 from the north line of the existing Euclid Avenue, westerly to Sullivan Road. and as shown by the records and. maps on file in the office of the Spokane County Engineer be and the same hereby. is ESTABLISHED as a County Road and the same shall be known as EUCLID AVENUE, No. 1949. The road supervisor of the road district in which the said road is located is hereby directed to open and maintain the same for public use and travel, upon completion of the construction and acceptance of the roadway by the County Engineer. Such proposed vacation is described as follows: EUCLID 'AVENUE - vacate existing Euclid Avenue right of way from the east right of way line of Sullivan Road, east to the point of intersection with the Southerly right of way line of the proposed realigned' Euclid Avenue, as shown on Binding Site Plan 22, more described as follows: Beginning at the NW corner of Section 12, Township 25 North, Range 44 E.W.M., Thence 5.0 "E., 730.55 feet, Thence S.89 49'03 "E., 56.00 feet to the true point of beginning, thence continuing 5.89 "E., 1866.80 feet to a point on a curve having a radial bearing of N.22 Thence following curve having a radius of 992.00. feet, and delta of 5T'40'10" a curve length of 216.39 feet on a point on said curve having a radial bearing of N.10 Thence N.89 "W., 2074.27 feet, thence N.0 "W., 30 feet to the true point of beginning. be and the same hereby is vacated in accordance with the provisions of Chapter 36.87 R.C.W. Subject to the County Engineer's Certification to the Clerk of the Board of County Commissioners that the new roadway has been constructed and accepted. PASSED AND ADOPTED By the Board of County CommL Washington, this 11th day of September, 1990. BOARD OF OF SPOKA ;ATTEST: WILLIAM E. DONAHUE W4 02 sioners of Spokane County, COMMISSIONERS Y, WASHINGTON son, BEFORE THE BOARD Or C6mm COMMISSIONERS OF SPOKANh COUNTY, WASHINGTON RESOLUTION NO. 90 1097 IN THE MATTER OF ) CHANGE AND VACATION OF ) CHANGE AND VACATION EUCLID AVENUE ) RESOLUTION COUNTY ENGINEERS ROAD FILE NO. 1949 ) This being the day set for the hearing on the County Road Engineer's Report on the proposed CHANGE AND VACATION of EUCLID AVENUE, proceedings for which were initiated by Preliminary Resolution No. 90 -0965, and it appearing to the Board on proof duly made that notice- of the hearing was published and posted in the manner and for the time required by'law,,and the Board after examining all claims and all ` maps and papers on file.and after hearing the evidence adduced at the hearing and it appearing that the hereinafter described EUCLID AVENUE is useless and the same is no longer needed as a part of the general road system with- in the County and that the public will be benefited by such VACATION, and that the hereinafter described road proposed for ESTABLISHMENT is a public necessity and the same should be established as a County Road. THEREFORE, BE IT RESOLVED. by the Board of County Commissioners of Spokane County, Washington, that the hereinafter described portion of public road to -wit: Such proposed establishment is described as follows: that portion of Euclid, Avenue as shown and dedicated persuant to BSP 1122 from the north line of the existing Euclid Avenue, westerly to Sullivan Road. and as shown by the records and. maps on file in the office of the Spokane County Engineer be and the same hereby. is ESTABLISHED as a County Road and the same shall be known as EUCLID AVENUE, No. 1949. The road supervisor of the road district in which the said road is located is hereby directed to open and maintain the same for public use and travel, upon completion of the construction and acceptance of the roadway by the County Engineer. Such proposed vacation is described as follows: EUCLID 'AVENUE - vacate existing Euclid Avenue right of way from the east right of way line of Sullivan Road, east to the point of intersection with the Southerly right of way line of the proposed realigned' Euclid Avenue, as shown on Binding Site Plan 22, more described as follows: Beginning at the NW corner of Section 12, Township 25 North, Range 44 E.W.M., Thence 5.0 "E., 730.55 feet, Thence S.89 49'03 "E., 56.00 feet to the true point of beginning, thence continuing 5.89 "E., 1866.80 feet to a point on a curve having a radial bearing of N.22 Thence following curve having a radius of 992.00. feet, and delta of 5T'40'10" a curve length of 216.39 feet on a point on said curve having a radial bearing of N.10 Thence N.89 "W., 2074.27 feet, thence N.0 "W., 30 feet to the true point of beginning. be and the same hereby is vacated in accordance with the provisions of Chapter 36.87 R.C.W. Subject to the County Engineer's Certification to the Clerk of the Board of County Commissioners that the new roadway has been constructed and accepted. PASSED AND ADOPTED By the Board of County CommL Washington, this 11th day of September, 1990. BOARD OF OF SPOKA ;ATTEST: WILLIAM E. DONAHUE W4 02 sioners of Spokane County, COMMISSIONERS Y, WASHINGTON son, L— O U N T Y J I> O I< q N g 0mCE or Ti IE COUNTY ENGINEER Ronald C. Hormann, P.E., County Engineer A DIVISION OF TIIE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director FACSIMILE COVER SHEET DATE: / TO: ATTENTION: CITY/STATE: FAX NUMBER: NUMBER OF PAGES (INCLUDING COVER SHEET): Z_ FROM: COUNTY FAX NO.: (509) 456 -4715 MESSAGE/SPECIAL INSTRUCTION: Please contact at (509) 456 -3600, should any problems occur with transmission or receipt of facsimile. N. 81 1 I'.Ilor.un tipul;enr, WA 00 200 -0180 150')1 .I5u -3000 I AX (50 S 5 1- 0 -771- OF'F'2CE OF THE COUNTY EHOMHOMR SPOKANE COUNTY, WASHINGTON DATE: January 22, 1991 TO: Taylor Eng ineers Scott Bus FROM : Sims SUBJECT: BSP 22 Dedication Language This is the language for the dedication of BSP 22 to allow it to file without Spokane County signing as an owner. Euclid Avenue, a public right of way, from the East right of way line of Sullivan Road to the southerly right of way line of the realigned Euclid Avenue as shown hereon, will be vacated upon satisfaction of the conditions specified in Commissioners Resolution Number 90 -1097. When these conditions are satisfied, the vacated portion of Euclid Avenue shall vest in the underlying owners as shown hereon. C 1 5-90 NO" 1 7:.4!5 T A Y L O R P. 0 2 w DECLARATION OF COVENANT REQUIRING PRIVATE CONSTRUCTION AND MAINTENANCE OF APPROVED PRIVATE ROAD, AND DEDICATION TO THE COUNTY WHEN REQUIRED i�Im gff1"TW zIr0) 01*111 X1KW In consideration of the approval by Spokane County of Binding Site Plan No. 88 -22 (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 with 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 tot 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 alteration 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 Engineer's office. (4) Maintenance financing of the private roads and associated drainage facilities shall be in manner determined by the owners of: a. the majority of lots served by such private road; 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. (5) In the event such private road is improved to Spokane County standards for public streets and the County Is willing to accept the dedication of such road, each lot owner shall execute any documents necessary to accomplish such dedication. (B) Owners of lots within the Development who are served by such road, may sue and recover damages and attorneys' fees from any owner of any lot within the Development which is similarly served who refuses 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 or nature whatsoever to establish, examine, survey, construct, alter, repair, improve, maintain, provide drainage or snow removal on 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 the private road, and drainage facilities as provided herein. IN WITNESS WHEREOF I HAVE HERE TO SET MY HAND AND AFFIXED MY SEAL THIS DAY OF ' 1990 WASHINGTON TRUST BANK STATE OF WASHINGTON ) THIS IS TO CERTIFY THAT ON THE DAY OF as ,19 , BEFORE ME, THE UNDERSIGNED County of Spokane ) A NOTARY PUBLIC, PERSONALLY APPEARED ------------------------ TO ME KNOWN TO BE THE OF WASHINGTON TRUST BANK, IN 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 OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE THE SAID INSTRUMENT ON BEHALF OF SAID CORPORATION. NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, RESIDING IN SPOKANE. IN WITNESS WHEREOF I HAVE HERE TO SET MY HAND AND AFFIXED MY SEAL THIS DAY OF ,1990 `' SPOKANE INDUSTRIAL PARK, INC. STATE OF WASHINGTON ) THIS IS TO CERTIFY THAT ON THE DAY OF as ' 19 , BEFORE ME, THE UNDERSIGNED County of Spokane ) - K NOTARY PU PERSONALLY APPEARED TO ME KNOWN TO BE THE OF SPOKANE INDUSTRIAL PARK, 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 OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE THE SAID INSTRUMENT ON BEHALF OF SAID CORPORATION. NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, RESIDING IN SPOKANE. ��a PLANNING DEPARTMENT BROADWAY CENTRE BUILDING N 721 JEFFERSON STREET PHONE 456 -2205 SPOKANE, WASHINGTON 99260 MEMORANDUM Tor.. Spokane County Engineer Spokane County Utilities Spokane County Health District Spokane County Department of Building & Safety Fire Protection District #1 FROM: Thomas Veljic, Planner I DATE: August 10, 1990 SUBJECT. Final Binding Site Plan #BSP -88 -22 Phase III Enclosed is a plat map for FINAL BINDING SITE PLAN NO. BSP -88 -20 Phase III. Please review this proposal and return any comments and recommendations that you may have by August 24, 1990. kc Enclosure c: Theron Rust c/o Spokane Industrial Park, N. 3808 Sullivan Rd., Spokane, WA. 99216 R � 1 990 toa 5✓ONAN[ COUNTY COuFI HOUSE 1' Taylor Enginr- ,`*ring, Inc. �� W. 100 Mission Avenue, Suite 200 Spokane, Washington 99201 R 06 320 -3371 X 320 —a224 TO: WE ARE SENDING YOU [5kATTACHED 0 UNDER SEPARATE COVER VIA THE FOLLOWING I18MS: O SHOP DRAWINGS MPRUM Cl PLANS O ANALYSIS SPECIFICATIONS Cq COPY OF LET17iR O CHANCE ORDER [3 _ [) FOR APPROVAL 0 APPROVED AS SUBMITTED 0 RESUBMIT -- COPIES FOR APPROVAL 0 FOR YOUR USE 0 APPROVED AS NOTED O SUBMIT COPIES FOR DtStRIBUT7ON O AS REQUESTED 0 RETUWM FOR CORRECTIONS 0 RETURN CORRECTED PRINTS 0 FOR REVIEW AND COMMENT 0 COPY TO //` SIGNED -A � LETI. OF TRANSMITTAL THESE ARE SUBMITTED AS CHECEED BELOW: r n ` — 9 0 T H U 1 4 :20 i T A Y L O R R_ 0 1 AWA IF Taylor. Engineering,, Inc.. Civil Design and Land Planning Hest 108 Mission Avenue, Suite, 206 Spokane, Washington 99201 Phone: (509) 328 -3371. FAX: (509) 328 -8224 ') - -' MEMORANDUM VIA FACSIMILE g�n�Y °eei� To: % gly" ' Date: - 8A1 Attn: c "y_ ntg�,_,AAj Time: o FAX S . s From: Sub ject: V.o Axle 41 Message consists of X page(s) including cover sheet /9 /�•,GHCd /S t1 GoPY oG ,4 Po��o•+� v6\� ` 7�/� sy�a�a fber7v� sNowS rzt� �Xisru�U4�At/�T v�lGg7�E4. /G you ffkdE Artl/� �'uEarea,�,r ve �o.u�Ee.US ec�A�aiidf� N DEOtCATEO RIGHT- OF -WAY L1 I P L- AT T E D R= 40.00 _ 0 - 88 f1 N 75.12 Q'v L= 61.89 R' 0 b N. 1/4 M;:. rE 1Z = 75.12 0 =23 44'5*? 739 - 79 �, FND. 1' J .S. PIPE 2 � L = 411.17 SECTION LINE f i ' 28- S -- - 2639.74 R.O.S. &K. 39 N89 - 14 • ?G. 1420.71 R =40.00 722.26 f8 d ° �S o I L =63.72 4 g 566.46 400.00 454= E - 91 p_ u I 2qo - 0° 0305 I I C; Ig3 � \ a�`'v 141, °o m 1 I # 8 4 4 ai o R�9 . o PROPOSED NEW EUCLID R.O.W. ,d + o �. s �: °v�'• �I o �j N q- 1 a .. Z a 260' ACS r� o \ 1 1 c I a C., � �. \ \ 2.77 ACS. z, 2.58 AC I I a i m I �� 9 9j• \ N N89 49'0 {{ \\ ° / 1 524.91 • i . _ I k � I P O � S� S3.\ � �� Q!`, o 14e9-49'03'w I \�So�0 ; 399.99 /I 1 TRACT A + � i T R A C T \'9 &S ° DEDICATED 2.65 z . I RIGHT I ! zlti N ` \3s' Z 3 I p 12-59 ACS. I i E i° 3 �`� ° o- \ ? ° 2.72 ACS_ a� C I ti I I 3 # f 3 `� \ 10 , 61 - I 0 o p f I Fowl 1 5.91 ACS. a 3.48 ACS. , <r jS; \ \ \` Ej "2j it 52a 9s } u Q E I fo -tii I # o a :2q 4i �I ' v I I i z ��� % &9 ` 802` ! O =� I N 2 1 _ _ ,d 62 260 3 I ! 3 ='ti 2 0 ^\ R�9SS zf 1 v� N _ 379 --- 1 - - - - -� - - - ..... ........'.-- .........' - - -- .:;._:::•::•:::,::,..:: -.,,•: X19:. _ _ .. :. :.............:::........; •::.:.: . ::. :'- :.......-'-'.- -. :::. ::r.. ..::<: ...::::. :.`.`: i is ': �; - :::::: A��c� . -. `. ?:::•:: - :: :d:'• =; _ -::: -... A - - - -- -- _ - - EXIST EUCLID AVE. -- - -- ti Q I --- -- - - -- - Z\� ----- - - - - -� ° J - - � ^ X14.12'40' O >" - NH8'49'S8'E 462.39 /� UTJLI� ESM'T, 3 I _ 20 F_ eMfwT� g rio' rh L =24 182.41 o 6 05 = z o m 4 R_O.W. TO BE VACATED z° / /��� 2.81 ACS. Q D. Q I . 1 M > s 11 �° 1 O N > to I z 2.49 ACS. J / 9 .9 g ° '4z -►, 2 2.52 ACS N m J o I /, / - 44 - 2l i„i m I 1 TRACT $- N84 ' 1 2'34' / �� N86'33'Q7'1.: LINE D Z I 43 I a yr I M 0.29 R= 60 429.20 M 13.74 ACS. 3 130.40 0.00 - lV -.42 o I y i f Z • • 4 AGREEMENT This agreement, dated this t day of U�j Jj_ I ; G , by and between , �1"ilfu�0C i�Cu57kl�j_ Fiji. , a Waehingtoa Corporation, for itself, its heirs, executors, a min etrators, euceeasore of assigns, hereinafter called the "DEVELOPER," and SPOKANE COUNTY, a municipal corporation in the State of Washington, for the purpose of improving the intersection o f Ens t14 and StAzz-1✓4A) by installation of traffic signal system, which improvement is for the purpose of enhancing access to the Developer's property under the following mutually agreed conditions, to wit: Spokane County agrees to perform the following: 1. To prepare plans, specifications and estimate of cost for the project and Call for Bids from private contractors to accomplish said work, 2. To enter into a contract with the contractor submitting their lowest and best bid, subject to the approval of the Developer, and the deposit by the Developer of the contract amount, including signal equipment, plus 20% for construction engineering, inspection and contingencies with Spokane County. 3. To pay the contractor amounts due as the work is accomplished. 4. To deduct from the Developer's deposit the total costa and expenses of the Project upon the completion thereof, including engineering, administration and associated costs. S, To refund any balance Of the Developer's deposit in excess of the total cost and expense of the improvement, or 6. To bill the Developer for the costs and expenses of the project which exceed the deposit amount, if any. 7. upon completion of the work to accept the same as part of the County road system and assume maintenance responsibility therefor. The Developer agrees as follows: 1. To deposit the amount of Eight Thousand and No /100 Dollars ($8,000.00) with Spokane County at' the time of execution of this Agreement to initiate preliminary engineering for the project.. 2. After bid opening by the County, but prior to award of the contract, to promptly deposit the contract amount, including signal equipment, plus twenty percent (201) for construction engineering, inspection, contingencies, and associated coats with Spokane County. 3. To pay promptly to the County, as billed, for any and all costa of the project which exceed the deposit amounts. THE PARTIES are here agreed that this is the whole and complete statement of their agreement. APPROVED: DEVELOPERS S Po t iA tic Spokane County Engineer APPROVED AS TO FORM: Title: L Iv} Bus.Address 1 0cCl( Deputy Prosecut ng Attorney 07110 SPOKANE COUNTY By: Ch airman of the Board of County Commissioners of Spokane County, Washington i JaIts��bkm:N&'W. , - O ��FAVVNUPl� „WVpicE,ATE S ;IkV1J t� A P,%D - CSb6Lw -( �5- K Ny 4 3&1 - V�Et 0 WA U HORIZED SIGNATURE. 8/9/90 De!ign of traffic s gnal for Sulliva Rd. 8000. oqi 7 & Euclid Rd. per BSI 88-22 "CHECK NO Msto 6k'M It"-w4mm, . AIN V1 A I r SPO KANE INDUSTRIALPARK,'It WORKING FUND N:3808 SULLIVAN ROAD . r '924-1i2 SPOKANEWA 99218 SPOKANE I PAY TO INDUSTRIAL PARK C ""NO. 9 )*01;t01n1 , ORDER 9 ' $ OF SPOKANE COUNTY ENGINEE8. .�'. 8000.00 �A- U HORIZED SIGNATURE. 11200940011 1: L 2 S 100013 9 6301 L 13 9161 3 lie S V O 1< A iV H OFFICE OF THE COUNTY ENGINEER Ronald C. Hormann, P.E., County Engineer C C3 U N T Y A DIVISION OFTHE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director FACSIMILE COVER SHEET DATE: / 3 TO: ATTENTION: (, �_�j S CITY /STATE: FAX NUMBER: NUMBER OF PAGES (INCLUDING COVER SHEET): FROM: COUNTY FAX NO.: (509) 456 -4715 v Please contact at (509) 456 -3600, should any problems occur with transinission or rec ipt of facsimile. N. 81 1 10 frrsmi Spokanc, INA 11 1 11 -t , 0-0 180 150 -15o -3o0O 1 'AX 150 -15u -.1715 OFFICE OF THE COUNTY ENGINEER Spokane County, Washington Date: 7 PTO 19 TO FROM : 004 // / RE Standard Drainage Language for the Dedication on 6 9 qp2 (1) D ainage easements, as platted and shown hereon, which are stalling, operating and maintaining drainage swales and to dispose of runoff, are hereby granted. The --eo granted-the - -r- ight -of— ingress -and - egress -to -a -- age-ea for the purpose of drainage facilities the ' pubYi - - -right- - �.The shall maintain the Swale with a perma ove h o ti onal and /or.trees, which do bstruct �oh ow and percolat o jacent -to -- drainage shrubbery of-- storm 62) The owners of Lots & �, -ef—Bl nnA x shall be held responsible for keeping open and maintaining the path of the natural or man -made drainage flow over and across the property. (3) The property owner or his representative shall inform each succeeding purchaser of all drainage easements on the property and his responsibility for maintaining drainage facilities within said easements. C pokane County does not accept the responsibility of maintaining the drainage ourse on private lots within drainage easements or floodplain areas, nor the responsibility for any drainage, whatsoever, including but not limited to inverse condemnation to any properties due to deficient construction and /or maintenance of drainage courses in drainage easements on private property. (5) Development within this subdivision shall conform to the requirements of the National Flood Insurance Program and Chapter 3.20 of the Spokane County Code. The lowest floor, including basement floor, for any structure shall be constructed according to the requirements of the Spokane County Flood Zone regulations in effect at the time a building permit is issued. Purchasers of property in this subdivision are warned of possible flooding or ponding and the potential requirement to purchase Flood Insurance. This warning shall be carried in each and every deed drawn to transfer ownership of any and all property within this plat in the Area of Special Flood Hazard. (6) An approved lot grading plan exists for Lots , and , Block , and Lots , , & , Block Grading must conform to said plan on file in the County Engineer's office. (7) Spokane County shall not be responsible to maintain ingress or egress across the flood plain area. (8) The owner(s) or successor(s) in interest agree to join in any County approved Stormwater Management Program and to pay such rates and charges as may be fixed through public hearings for service or benefit obtained by the planning, design, constructing, maintaining, or operation of stormwater control facilities. (9) A statement must appear in the dedicatory language of the plat that individual driveway access permits be required prior to issuance of a building permit for driveway approaches to the County road system. This approach shall be constructed in accordance with the approved plan on file in the County Engineer's office. 0035p ' AGREEMENT < This agreement, dated this day of , by and between , a Washington Corporation, for itself, its heirs, executors, administrators, successors of assigns, hereinafter called the "DEVELOPER," and SPOKANE COUNTY, a municipal corporation in the State of Washington, for the purpose of improving the intersection of ` and - by installation of traffic signal system, which improvement is for the purpose of enhancing access to the Developer's property under the following mutually agreed conditions, to wit: Spokane County agrees to perform the following: 1. To prepare plans, specifications and estimate of cost for the project and Call for Bids from private contractors to accomplish said work. 2. To enter into a contract with the contractor submitting their lowest and best bid, subject to the approval of the Developer, and the deposit by the Developer of the contract amount, including signal equipment, plus 20% for construction engineering, inspection and contingencies with Spokane County. 3. To pay the contractor amounts due as the work is accomplished. 4. To deduct from the Developer's deposit the total costs and expenses of the project upon the completion thereof, including engineering, administration and associated costs. 5. To refund any balance of the Developer's deposit in excess of the total cost and expense of the improvement, or 6. To bill the Developer for the costs and expenses of the project which exceed the deposit amount, if any. 7. Upon completion of the work to accept the same as part of the County road system and assume maintenance responsibility therefor. The Developer agrees as follows: 1. To deposit the amount of Eight Thousand and No /100 Dollars ($8,000.00) with Spokane County at the time of execution of this Agreement to initiate preliminary engineering for the project.. 2. After bid opening by the County, but prior to award of the contract, to promptly deposit the contract amount, including signal equipment, plus twenty percent (20 %) for construction engineering, inspection, contingencies, and associated costs with Spokane County. 3. To pay promptly to the County, as billed, for any and all costs of the project which exceed the deposit amounts. THE PARTIES are here agreed that this is the whole and complete statement of their agreement. - APPROVED: DEVELOPER: By: Spokane County Engineer Title: APPROVED AS TO FORM: Bus.Address: Deputy Prosecuting Attorney SPOKANE COUNTY By: Chairman of the Board of County Commissioners of Spokane County, Washington 07110 (III� �I�A nI� I A sp R V K STRIAL �p1111, ��II July 30, 1990 Spokane County Public Works Department N. 811 Jefferson Street Spokane, WA 99260 ATTN: Mr. Gary Nelson, P.E. RE: BSP 22 - Vacating Euclid Avenue Dear Mr. Nelson, Spokane Industrial Park hereby requests the vacation of existing Euclid Avenue right of way from the east right of way line of Sullivan Road, east to the point of intersection with the Southerly right of way line of the proposed realigned Euclid Avenue, as shown on Binding Site Plan 22, more particularly described as follows: BEGINNING AT THE NW CORNER OF SECTION 12, T.25N. R44E W.M., THENCE S.0 °31'00 "E., 730.55 FEET, THENCE S.89 °49'03 "E., 56.00 FEET TO THE TRUE POINT OF BEGINNING, THENCE CONTINUING S.89 0 49'03 "E., 1866.80 FEET TO A POINT ON A CURVE HAVING A RADIAL BEARING OF N.22 0 33'45 "E., THENCE FOLLOWING CURVE HAVING A RADIUS OF 992.00 FEET, AND DELTA OF 52 0 40'10" A CURVE LENGTH OF 216.39 FEET ON A POINT ON SAID CURVE HAVING A RADIAL BEARING OF N.10 0 03'52 "E., THENCE N.89 0 49'03 "W., 2074.27 FEET, THENCE N.0 0 31'00 "W., 30 FEET TO THE TRUE POINT OF BEGINNING. Enclosed is a drawing highlighting the requested vacation. This request is made in conformance with item No. 13 of the conditions placed on the Binding Site Plan by Spokane County. Sincerely, SPOKANE INDUSTRIAL PARK Scott Brow Projects Manager N. 3808 Sullivan Rd. • Spokane, Washington 99216 -1670 • (509) 924 -1720 Managed and Operated by Kiemle & Hagood Company n r + u • LEASE Spokane Industrial Park, Inc. Lease made and entered into this 7TH day of JUNE . 1988 , between SPOKANE INDUSTRIAL PARK, INC., a Washington corporation hereinafter designated "Lessor", and INLAND /EMPIRE TOWING CO. hereinafter designated "Lessee ", WITNESSETH: It is agreed by and between Lessor and Lessee as follows: 1. Description of Premises. Lessor hereby leases to Lessee and Lessee hereby leases from Lessor those certain premises, hereinafter referred to as "premises ", situated in Spokane County, State of Washington, described as: FENCED LAND AREA SOUTH OF BUILDING #32 COMPRISING APPROXIMATELY 18,000 SQUARE FEET 1 00K lB O r Aloru C. 6JL b0 r-L C¢ which are located within an organized industrial district called "Spokane Industrial Park" described as follows: 0 ' 04 v -i '1a BCOG The South Half of. Section 1, and that portion of Section 12 lying North of the Northerly right of way line of the Spokane International Railroad, Township 25 North, Range 44 East of the Willamette Meridian, County of Spokane, State of Washington. 2. Term. The term of this lease shall be for a period of ONE yearsond - - - - -- months, commencing on the 1ST day of JULY 1988 , and ending at the expiration of the 30TH day of JUNE . 1989 3. Rent. The monthly rental shall be as follows: ONE HUNDRED AND FIFTY AND NO /100THS DOLLARS ($150.00) • LESSEE IS HEREBY GRANTED THE.OPTION TO RENEW THIS LEASE FOR AN ADDITIONAL PERIOD OF TIME UNDER RENEGOTIATED TERMS. Said rental for each month shall be paid to Lessor in advance on or before the list day of the month for which said rent is due at the office of lessor. 4. Possession. Lessee shall be entitled to possession of the leased premises during the term hereof and provided that the Lessee is in compliance with all of the terms and conditions of this lease. In the event of the inability of the Lessor to deliver possession of the premises, or any portion thereof, at the time of the commencement of the term of this lease, neither Lessor nor Lessor's agent shall be liable for any damage caused thereby, nor shall this lease thereby become void or voidable, nor shall the term herein specified be in any way extended, but in such event, Lessee shall not be liable for any rent until such time as Lessor can deliver possession. If the Lessor shall deliver possession of the premises to the Lessee prior to the commencement date of this lease, Lessee agrees to accept same at such time and both Lessor and Lessee agree to be bound by all of the provisions and obligations hereunder during such prior period, except that no rental shall be payable for such period. 5. Holdover. If the Lessee shall, with the written consent of Lessor, holdover after the expiration of the term of this lease, such tenancy shall be for an indefinite period of time on a month -to -month tenancy, which tenancy may be terminated as provided by the laws of the Stale of Washington. During such tenancy, Lessee agrees to pay to the Lessor the same rate of rental asset forth herein, unless a different rate is agreed upon, and to be bound by all the terms, covenants and conditions as herein specified, so far as applicable. Lessee agrees that at the expiration or sooner termination of this lease, Lessee will quit the said premises without notice, and in a neat and clean condition, and will deliver up all keys belonging to said premises to said Lessor. or Lessor's agents. 6. Lease Deposit. As partial consideration for the execution of this lease by Lessor, Lessee has paid Lessor the sum of $ 150.00 and lessor acknowledges receipt of said payment. If Lessee shall fully and faithfully perform this lease, but not otherwise, said payment so made by Lessee shall be returned to Lessee upon expiration of the lease. If Lessee is in default. Lessor may apply any or all of said payment to rental payments in arrears, to repair of the premises, or to any other obligation of the Lessee to Lessor. 7. Business Purposes. The premises are to be used for the purpose of conducting therein the following business: STORAGE OF VEHICLES and for none other without the prior written consent of Lessor. 8. Acceptance of Premises. Unless otherwise provided in this lease, Lessee, having ascertained the physical condition of said premises from a careful and complete "inspection thereof, accepts said premises in their present condition and in such condition as same may be at the commencement of the term, without any representations or warranties, and subject to any conditions that a personal inspection might reveal. 9. Compliance with Laws. Lessee shall at all times keep and use said premises in accordance with applicable laws and ordinances and in ccordance with applicable directions, rules and regulations of public officials and departments, at the sole expense of Lessee. Lessee shall not overload and shall permit no waste of, or damage or injury to the premises, and will not permit the leased premises to be used for any business or purpose which may be unlawful, offensive or dangerous, or which may be or become a nuisance, or for any use which is noxious or offensive by reason of the emission of dust, odor, gas, fumes, smoke, or noise, or be deemed extra - hazardous - on account of fire. 10. General Obligations of Lessee. Lessee shall keep the premises, loading platform, and service area adjacent to the premises clean and free from snow, ice, rubbish, dirt, and any unlawful structure at all times and shall store all hazardous materials or dangerous substance, trash and garbage within the premises. Lessee is to arrange for regular pick -up of such trash and garbage at the Lessee's expense. July 31, 1990 Taylor Engineering Mr. Mark Aronson W. 106 Mission Ave. Suite 206 Spokane, WA 99201 RE: Use of area near intersection of Sullivan Rd. and future Euclid Ave. Dear Mark: Per our conversation of July 29, 1990, I would like to explain the circumstances surrounding our inability to either create a 208 drainage area near the intersection of future Euclid Ave. and Sullivan Rd. north of the S.I.P. security fence, or to move the fence north from its present position. Historically, tenants of S.I.P. buildings have always been permitted to use parking areas outside the buildings they lease. In the case of buildings 29 through 32, this parking space lies south of the buildings and adjacent to the security fence and the above - referenced intersection. There are two other circumstances which make relocation of the fence and creation of a 208 area extremely difficult or impossible to achieve. The first involves an existing lease involving an 18,000 sq. ft. fenced area used by Inland Empire Towing Company, and lying immediately north of the security fence and south of building number 32. The second involves a problem with trucks servicing buildings 29 through 32. Park management has recently been made aware of a problem with trucks loading and unloading products along the south side of the four buildings. When parked, these trucks block the N. 3808 Sullivan Rd. • Spokane, Washington 99216 -1670 • (509) 924 -1720 Managed and Operated by Kiemle & Hagood Company N. existing road surface„ requiring drivers to deviate into the parking area in order to get around them. In the interest of safety, S.I.P. is considering widening a portion of the roadway in order to provide better access. Unfortunately, this will further reduce our already limited parking space in this area. We therefore hope that the Euclid road improvements and drainage requirements can be realized without either moving the security fence or creating a 208 area at road intersection. Sincerely, Spokane Industrial Park. By: Scott R. Browne Project Manager s - LEASE Spokane Industrial Park, Inc. Lease made and entered into this 1 5TH day of MAY 19 90 , between SPOKANE INDUSTRIAL PARK, INC., a Washington corporation hereinafter designated "Lessor ", and INLAND EMPIRE TOWING CO. hereinafter designated "Lessee ", WITNESSETH: It is agreed by and between Lessor and Lessee as follows: 1. Description of Premises. Lessor hereby leases to Lessee and Lessee hereby leases from Lessor those certain premises, hereinafter referred to as "premises ", situated in Spokane County, State of Washington, described as: FENCED LAND AREA SOUTH OF BUILDING #32 COMPRISING APPROXIMATELY 18,000 SQUARE FEET which are located within an organized industrial district called "Spokane Industrial Park" described as follows: The South Half of Section 1, and that portion of Section 12 lying North of the Northerly right of way line of the Spokane International Railroad, Township 25 North, Range 44 East of the Willamette Meridian, County of Spokane, State of Washington. 2. Term. The term of this lease shall be for a period of ONE yeargXand - - - - - - - months, commencing on the 1ST day of JULY , 1990 , and ending at the expiration of the 30TH day of JUNE , 19 91 3. Rent. The monthly rental shall be as follows. ONE HUNDRED NINETY AND NO /IOOTHS DOLLARS ($190.00) LESSEE IS HEREBY GRANTED THE OPTION TO RENEW THIS LEASE FOR AN ADDITIONAL PERIOD OF TIME UNDER RENEGOTIATED TERMS. Said rental for each month shall be paid to Lessor in advance on or before the t st day of the month for which said rent is due at the office of Lessor. 4. Possession. Lessee shall be entitled to possession of the leased premises during the term hereof and provided that the Lessee is in compliance with all of the terms and conditions of this lease. In the event of the inability of the Lessor to deliver possession of the premises, or any portion thereof, at the time of the commencement of the term of this lease, neither Lessor nor Lessor's agent shall be liable for any damage caused thereby, nor shall this lease thereby become void or voidable, nor shall the term herein specified be in any way extended, but in such event, Lessee shall not be liable for any rent until such time as Lessor can deliver possession. If the Lessor shall deliver possession of the premises to the Lessee prior to the commencement date of this lease, Lessee agrees to accept same at such time and both Lessor and Lessee agree to be bound by all of the provisions and obligations hereunder during such prior period, except that no rental shall be payable for such period. 5. Holdover. It the Lessee shall, with the written consent of Lessor, hold over after the expiration of the term of this lease, such tenancy shall be for an indefinite period of time on a month -to -month tenancy, which tenancy may be terminated as provided by the laws of the State of Washington. During such tenancy, Lessee agrees to pay to the Lessor the same rate of rental as set forth herein, unless a different rate is agreed upon, and to be bound by all the terms, covenants and conditions as herein specified, so far as applicable. Lessee agrees that at the expiration or sooner termination of this lease, Lessee will quit the said premises without notice, and in a neat and clean condition, and will deliver up all keys belonging to said premises to said Lessor or Lessor's agents. 6. Lease Deposit. As partial consideration for the execution of this lease by Lessor, Lessee has paid Lessor the sum of $ see below and lessor acknowledges receipt of said payment. If Lessee shall fully and faithfully perform this lease, but not otherwise, said payment so made by Lessee shall be returned to Lessee upon expiration of the lease. If Lessee is in default, Lessor may apply any or all of said payment to rental payments in arrears, to repair of the premises, or to any other obligation of the Lessee to Lessor. 7. Business Purposes. The premises are to be used for the purpose of conducting therein the following business: STORAGE OF VEHICLES and for none other without the prior written consent of Lessor. 8. Acceptance of Premises. Unless otherwise provided in this lease, Lessee, having ascertained the physical condition of said premises from a careful and complete inspection thereof, accepts said premises in their present condition and In such condition as same may be at the commencement of the term, without any representations or warranties, and subject to any conditions that a personal inspection might reveal. 9. Compliance with Laws. Lessee shall at all times keep and use said premises in accordance with applicable laws and ordinances and in accordance with applicable directions, rules and regulations of public officials and departments, at the sole exoense of Lessee. Lessee shall not overload and shall permit no waste of, or damage or injury to the premises, and will not permit the leased premises to be used for any business or purpose which may be unlawful, offensive or dangerous, or which may be or become a nuisance, or for any use which is noxious or offensive by reason of the emission of dust, odor, gas, fumes, smoke, or noise, or be deemed extra - hazardous on account of fire. 10. General Obligations of Lessee. Lessee shall keep the premises, loading platform, and service area adjacent to the premises clean and free from snow, ice, rubbish, dirt, and any unlawful structure at all times and shall store all hazardous materials or dangerous substance, trash and garbage within the premises. Lessee is to arrange for regular pick -up of such trash and garbage at the Lessee's expense - The $150.00 lease deposit shown on lease dated June 7, 1988 between Inland Empire Towing Co. and Spokane Industrial Park shall apply and be credited towards the last month's rental. MOW Engineering, Inc. Civil Design and Land Planning May 1, 1989 Mr. Gary Nelson, P.E. Public Works Building N. 811 Jefferson Street Spokane, WA 99260 RE: SIP Phase III - BSP 22 Dear Mr. Nelson, Attached are the revised BSP 22 drawings reflecting your first review comments. We have eliminated the need for design deviations requested in Attachment "C" & "E". We still request that design deviation Attachment D be approved. We have obtained the exiting lease (copy enclosed) for the land adjacent to the north side of existing Euclid. This area is under lease to others by the Spokane Industrial Park and therefore is not available for 208 swales. We have looked at piping the runoff to Industrial Park First Street area but topography does not allow for flow and proper depth. We also looked at piping the runoff to a separate Swale on the south side of new Euclid. However the Swale for Basin "D" takes up this area. We also looked at realignment of Euclid 20 feet to the south. We feel this would create an unsafe intersection off set with Euclid Ave. on the west side of Sullivan Road that would be a continuous traffic hazard to the traveling public and a legal liability to the County. We therefore again request that design deviation "Attachment "Ti "" be approved. Again we have added swales in Basin "B" and Basin "E" so those design deviaton requests will not be needed. However, Swale "E" lies outside the BSP Boundary and so an easement from Spokane Industrial Park will be needed there. We will assist in obtaining this easement as needed. Per your request for documentation of verification of asphalt and base rock depth o_;. Euclid realigned (Sta 00 to Sta 8 + 40), we had Budinger & Associates take three more cores of the asphalt and base rock (copy enclosed). The results shcw the existing asphalt and base rock to be even deeper than we show on the plans. Also included are revised calculations for Basin J, N, E and G. We did not specifically call out or show the 6' pathway on the drawing because the patl:".ve" is shuwn on the typical cross section and since the path meanders we car. not accurately show where it will be precisely located. ;.'bis is the same as BSI' 17 and ESP 21. We have also forwarded the traffic signal sample contract and a meets and bounds description for Euclid vacation to Spokane Industrial Park. W. 106 Mission Ave. • Spokane, WA 99201 • (509) 328 -3371 r ; r Also please note we have changed the name of South Park Court to Fairview Lane. Please add this letter, the attached storm calculation and boring report, and lease information as an addendum to our original storm report (attached). If you have further questions please call myself or Bernie Stumbough at 328 -3371. Sincerely, Taylor Engineering, Inc. ra4l— x/� Mark Aronson, P.E. Project Engineer BRS /kmo Enclosures 'Naylor Engineering, Inc. Civil Design and Land Planning W. 106 Mission Ave. • Spokane, WA 99201 • (509) 328 -3371 V/ MEETING RECORD Use to document all meetings with external parties dealing with County position on proposals. Date: File NNoN : ��� �011� q �� i Meetings With: K;�..wdl k' Ao Fr J 1 Represented B � - � r fe f /'A,Ipt rDtigo° J �1�W-2 h1r,Y�.,*oS k" fro �J V e h h, ky County Attendees: A XT AO Specific Topic(s): n(.g„,,, AC„ Proposals Presented: �Ps + kr o -e �9° � Per Tw�/t, E.yRS U7 YJ �.1' 1 �� �'� 1S � ✓� y0A r t i "�S, 1 C a ✓'J 'o.. 3 I pie of v` C' l otJ 1. Uerrl ,,1; - }1, wa e� - County Position S r-� 1e t� • e °0A P �k('1,4 ea;l q oy �Y ��{ti� � t S + ,,,+ L t l� � ).%;b re- C� , 1 ��weOl Ewell S i '4 �wi•e,w the E %�2 ter -i��;J '�ssv•e � r aw �� 00� ��"'PS.1 2ol � hP nJ Was There Concurrence? ,146. l.� �� (� t � � 1 • r, , �.� � i rt e- YJ ` ®R , ;J oat Ik, � e d y��g�� ✓.Ai � b q� � S des / I I! o Oc. C o . YJ �'Pi�e SR v a V i O � e /` �9 w'cs�GOl 1, i.f / p rV1/ 4 e W a `-n I /ea k i e�-., ti „',, - f'l�,s c a,,.. �i�c o(�n � , S6,�t Z 7—, R D � Ol � P G� 1 ✓ Distribution i�J � -litCA J� � ��o� /✓�' 1) Project File %���rl w fy t6 YPr�ol„ d�� l 1J 2) Division Head q l J 9 „�J • l ,dl U _I C� y �bl FGA `A —r h& y 3) Co. Engineer cICS l" 4) Attendees q r4 -P� C .S L[I\ Use back or additional sheets for detail of meet }ng if necessary. 509/6 t II L� y C /^0�4 \ iEt ✓+,)+ ) i ?- -1 6,11 r3ss �� i "OL1 COQ --� I,- e r 0 C--O L. V John J. Manning, Jr. (509) 838 -8568 A L LSC AICHRFC'1S Snae 700 Old National Building Spokane, WA 992M KIEMLE & HAGOOD T O M P A N Y Appmiaels • Development • Salm sad Ac inmdm.s • Leasing • Property Management Steve McIntosh General Manager Spokane Industrial Park N. 3808 Sullivan Rd. • Spokane, WA 99216.1670 OFF: (509) 924.1720 • FAX: (509) 924.3748 KI �OO & D M P A N Y Appreuab Development• Sal. end Acquuldons• Leming • Property Mamgemenr Gerald L. Hagood C.E.O. Washington Mutual Financial Center W. 601 Main • Spokane, WA 99201 (509) 838 -6541 FAX: (509)458-4014 KIEMLE & HAGOOD C O M P A N Y . Appraiaeu • D opmem • Selm and A yauirirnu • l u,g • Property Managrtvent Scott R. Brown r Project Manager Spokane Industrial Park N. 3808 Sullivan Rd. • Spokane, WA 99216-1670 OFF. (509) 924 -1720 a FAX: (509) 924 -3748 Attachment D NED REQUEST FOR DESIGN DEVIATION FEB 8 198y DATE January 24, 1989 FEDERAL /STATE PROJECT NO. NA PROJECT TITLE Spokane Industrial Park BSP 22 PROJECT LMITS Sullivan Rd. to proposed Spokane Industrial Park First ROAD WIDTH ROAD SURFACE AVG. DAILY TRAFFIC EXISTING CONDITIONS* 42 -I Asphalt Current PROPOSED IMPROVEMENT: 70' Asphalt Design Year PROJECT DESCRIPTION Construct a public road 70' wide back of curb to back, of curb over the existing private rd. DESCRIPTION OF STANDARD INVOLVED Dispose of strom runoff of impervious r surfaces to 208 swales & drywells PROPOSED DESIGN DEVIATION Dispose of storm runoff of impervious surfaces to drywells only. Eliminate 6ft pathway. JUSTIFICATION The land to the north & adjacent to this improvement is not legally avallabie to use as a 2U8 swa a area. The land is controled by ease to otners tP.an tne developer street on y tor 840ft + . Eliminate Eft eas m n land is nva;lahla_ Submitted by n x ,5,� Date ROAD NAME Euclid Aven CRP /RID /PLAT /Z.C. No. BSP N.22 I STAFF RECOMMENDATIONS Approved Not Approved ( 0 ( ) Approved Not Approved Planning and Traffic Engineer Date Approved Not Approved Project Management Engineer Date Approved Not Approved Operations Engineer Date Approved Not Approved J ) ( ) County Engineer Date 02510 , ° . y taw y o s 4 d l � -" e °+�P'Po ay Bt d'm a g B O cB o° ° °' ° 00 11 O ° ° B 0 ° ° a � Qa e? va $ m o .0 ° .B' 8 o6 °4• ' o . tv °°° `e ° 0 ° ° ° p$, ° O s o � °g p.. a ° bq mom.. O ,• 'v .,, u°Y °° °° cp °q s ) a e• w °', o a Po B'^n — om d e ° oA po>n ° ff °' 0 ° °8 z , m ° o W ee ° e °m o av ° m s .b °s. pT� o °e m 0 9 ec- ° Q° J 6 90 MON' t r 9l - °T[aYLOR. Ga. T T ZZCozia • `pL . 1 . I L2 .. 'pece 1 t 8 ssD v DECLARAT ION OF COVENANT REQU[RINO PRFVATE CONSTRUCTION ° AND MAINTENANCE OFAPPROVE PRIVATE ROAD, AND DEDICATION TO THE COUNTY WHEN REQUIRED ;n 'nf ! o &MH1 y O °s DxCT TH 07 COVINAHT'c - 4? 1. ronaldentlon of Wd approvd by EDakaN County of Binding Site Plat N o 8942 (herelneRer ". v i • B referred toes the Development, the undersigned covenants and agrees that: e 4�yaq ! (1) The tubdlv!der /sponsor will construct the private made and amounted drainage failldes In '4 e r mnformaneewltb theapproved plan °onfieln the County Engineer'- oRloe. 1A_ p a g `?.'��'O, e• (2) A lot Is served by a private read when: (e) the only read frontage for the lot In the D°v°IoDment Is on the private tad; or (b) a lot having frontage on mom than one road (public or private) constructs an ° ({ approch to the private road. s ° may m (9) The owner(.) of any lot created by the Development or .1 —t bra therm! and served by a pr!vate read ?Mail he :espou!S!e !o: malntenaote of said private road, Including associated dra!noge 6dlides In conformance with approved plans on file with the County Engineers office. °8 r ; y p: (4) Maintenance chancing of the private made and associated drainage facilities shall be In manner t ° determined by the ownan of: ° < 6 1. thc's'e0!1 �fnM°et°ge'alaaa -ee�H� - 48a a d T_. _._. °s P x� � yp g' 5 07 2 (d) In the event such private tad b m t' standards Spokane County for public streets and m , r 3 0 the County Ice willing to accept the dedication of such mad, each lot owner shall execute any documents H- ,- _ necessary t axmmptish such dedication. Owners of lots within the Development who are served by such road, may sue and recover damages and attorneys' fees from any owner of any lot within the Development which Is similarly served who ° g refuse, to participate In the road and drainage facilities, construction, financing, and maintenance. Id (7) WARNING: Spokane Count' has no responsibility to build, Improve, or maintain of otherwise eerAm the private roads, Including woolaled drainage facilities, mntalned within or providing service to the e properly described In this Development. By Accepting thin Development or subsequentlyby allowing abullding permit to be Issued for property on s private road, Spokane County assumes no o bli ga ti on for s aid private tad and the owners hereby acknowledge that the County has no obligation of any kind or nature v haUOevor m b° r I, �qaa 8° .,.�� establish, examine, survey, mnstmel. alter, repair, Improve, melnW n, provide drainage or °now removal on a b e private road, or associated drainage facilities. x 'n (8) eovcovenant and hail run with the land and sh n be ance upon the owner, _ _ Weir helm mcce.o eeeon or assigns, Including ding th the obligation to participate In the maintenance of the private rose. and drainage facilities as provided herein. r ' IN WITNESS WHEREOF f YA!'L".HEP °`TO SET 1 D istGO AreGEU irii SEAL PHIS 3 ` — v. 7s�' DAYOF /nb 1994 ° %/d! /.11r�9l, pr• STATE OF WASHINGTON ) THIS IS TO CERTIFY T T,OWTWN DAY OF tti 39 9 D 4 E MDyjF NDERSIGNED County !Spokane ) A NOTAStY PU BLTIFQ B'?i��pp��,, Y: APPEARED ro Pi - �1'O K77(Y.VJy7P1 BE THE lL"_ L2 6 t4 :�fiHiA�ufiorifialisfi % e �ii ION THAT EXF.CUrED THE REG ING INSTRUMENT, AND ACKNOyT.ETAEU°H{�7mSTFQIMENT TO � ° x . - BE THE FRaE AND VOLUNTARY ACT AIJD D ED OF SAI6 COQPORATidei S AUTHI SEE AN ..PIIRPOSFS THEREIN MENTIONED AND Of OATH STATFD� TPH8LRIAS aU�F OR ZED TO `- s�P%• lY1'f`NE V7}11%tLOF I HAVE! 3 �• AND AFFIXED MY SEAL THIS 'AYOF ,IWM ` V,. 6 KANE INDUSTRIAL PARK INC. ` .' STATE O ? ;!I „g;!,1 ;^,T� ;; ) i S13'iU CERTI��11''9'HATON'I'HE- ZdDAYOF ”' e e [y � l9`/U BEFORE ME, TA r•....,,�,rE n )�� A NOTARY PUBLIC, PERSONALLY APPEARED TO ME KNOWN TO BE THE `ti r OP �PDXANe jNDU5f!i1AL PARK INC. THE CORPOMT101: THAT EXECUTED THE kUktLUWNV INSTRUMENT, AND ACKNOWLEDGED THE SAID INSTRUMENT TO BT. THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION FOR THE USES AND PURPOSES THEMt: MEN'T'IONED AND ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE THE WD INSTR11h3ENT SAfD CORPORATTON• FROM ANGLE DIST NORTH EAST TO BSP 22 CENTERLINE EUCLID AVE 2 -22 -93 D.R. AUTO INVERSE i *it�r START 2330. 45489 946. 00737 39 39 INV S 89 14 28.0 E 820.0000 2319.59421 1765.93545 40 RADIAL N 0 45 32.0 E DELTA 52 05 36.0 RT RADIUS 955. 0000 TAN 466.7479 L -ARC 868.2862 RADIAL N 52 51 08.0 E RP 1364.67798 1753.28674 41 40 CHORD S 63 11 40.0 E 838.6868 1941.37657 2514.49876 42 TAN @PT S 37 08 52.0 E RADIAL S 52 51 08.0 W DELTA 52 40 10.0 LT RADIUS 955.0000 TAN 472.7107 L -ARC 877.8887 RADIAL S 0 10 58.0 W RP 2518.07516 3275.71078 43 42 CHORD S 63 28 57.0 E 847.3035 1563.08002 3272.66426 44 TAN @RT S 89 49 02.0 E 44 INV S 89 49 02.0 E 379.2500 1561.87018 3651.91233 45 45 INV S 0 21 22.0 W 36.9910 1524.87994 3651.68243 11 FROM ANGLE DIST NORTH EAST TO ---------------------------------------------- CENTERLINE FIRST ST AUTO INVERSE START 2282.59746 1765.44539 46 RADIAL N 0 45 32.0 E DELTA 0 03 05.0 RT RADIUS 918.0000 TAN 0.4117 L -ARC 0.8234 RADIAL N 0 48 37.0 E RP 1364.67798 1753.28674 47 46 CHORD S 89 12 55.5 E 0.8234 2282.58619 1766.26868 48 TAN @PT S 89 11 23.0 E 48 INV S 0 31 00.0 E 714.7400 1567.87524 1772.71378 49 49 INV N 89 49 03.0 W 763.8500 1570.30828 1008.86766 50 50 INV S 0 31 00.0 E 570.3800 999.95147 1014.01101 51 --------------------------------------------------------------- LAT & DEF - 0.00409 - 0.00698 51 HCLOSE S 59 38 05.2 W 0.0081 999.94738 1014.00403 30 PREC = 1 TO 253487 No Area FROM ANGLE DIST NORTH EAST TO CENTERLINE FAIRVIEW LANE AUTO INVERSE START 1570.30828 1008.86766 50 _ 50 INV S 89 49 03.0 E 763.8500 1567.87524 1772.71378 49 ' +' 49 INV S 89 49 03.0 E 375.0000 1566.68079 2147.71188 52 52 INV S 0 31 00.0 E 64.6000 1502.08341 2148.29440 53 53 INV S 30 20 39.0 W 249.2300 1286.99633 2022.38515 54 LAT & DEP 0.01028 - 0.00453 54 HCLOSE N 23 47 58.0 W 0.0112 1287.00661 2022.38061 3 PREC = 1 TO 129357 No Area FROM ANGLE DIST NORTH EAST TO CENTERLINE SECOND ST _ AUTO INVERSE START 1359.31943 2510.02516 6 6 INV N 33 27 20.0 E 29.9800 1384.33215 252 6.552 84 7 j..7 INV N 33 27 20.0 E 366.9000 1690.44185 2728.82113 57 1 RADIAL S 33 27 20.0 W DELTA 19 03 43.0 LT RADIUS 992.0000 TAN 166.5552 << L -ARC 330.0321 RADIAL S 14 23 37.0 W RP 2518. 08105 3275. 70078 58 57 CHORD S 66 04 31.5 E 328.5122 1557.21906 3029.10755 59 TAN@PT S 75 36 23.0 E RADIAL S 14 23 37.0 W DELTA 14 12 40.0 LT RADIUS 992.0000 TAN 123.6578 L -ARC 246.0464 RADIAL S. 0 10 57.0 W RP 2518.08105 3275.70078 60 59 CHORD S 82 42 43.0 E 245.4162 1526.08609 3272.54104 61 TAN @PT S 89 49 03.0 E LAT & DER 0.00150 0.00331 61 HCLOSE N 65 39 43.0 E 0.0036 1526.08759 3272.54435 22 PREC = 1 TO 267465 No Area FROM ANGLE DIST NORTH EAST TO CENTERLINE THIRD ST AUTO INVERSE *+�* START 1600.08778 3272.77683 34 RADIAL S 0 10 57.0 W DELTA 9 07 33.0 RT RADIUS 918.0000 TAN 73.2626 L -ARC 146.2152 RADIAL S 9 18 30.0 W RP 2518.08312 3275.70086 62 34 CHORD N 85 15 16.5 W 146.0607 1612.17116 3127.21679 63 TAN @RT N 80 41 30.0 W 63 INV N 0 21 00.0 E 642.3600 2254.51917 3131.14072 64 64 INV S 89 14 28.0 E 454.2600 2248.50263 3585.36088 65 --------------- - - - - -- - LAT & DER ----------- - - - - -- _0.01125 - 0.00360 65 HCLOSE S 17 45 02.7 W 0.0118 2248.49137 3585.35727 13 PREC = 1 TO 105181 No Area FROM ANGLE DIST NORTH EAST TO Plat Boundary BSP 22 4/17/89 AUTO INVERSE ***** START 1000.00000 1000.00000 J. 1 INV S 89 50 0(}.0 E 1025.0000 997"01840 2024.99566 2 2 INV N 0 31 00,0 W 290.0000 1287.00661 2022,38061 3 3 INV G 84 12 34.0 E 430.2900 1243.59366 2450"47500 4 RADIAL N 68 59 49.0 W DELTA 12 27 03"0 RT RADIUS 600.0000 TAN 65^4590 /-ARC 130.4023 RADIAL N 56 32 40.0 W RP 1028.54302 3010"61178 5 4 CHORD N 27 13 45.5 E 130^1459 1359.31700 2510.02356 6 TAN@PT N 33 27 20.0 E 6 INV N 33 27 20,0 E 29.9800 1384.32973 2526.55123 7 7 INV S 75 00 41^0 E 443.8300 1269.54329 2955.28092 8 8 INV S 86 33 07^0 E 429.2000 1243.72965 3383"70395 9 9 INV N 0 10 57.0 E 282"0000 1525.72822 3384^60219 10 10 INV S 89 49 03^0 E 267"0800 1524.87751 3651"68083 11 11 INV N 0 21 00.0 F 724^1000 2249.96400 3656^10408 12 12 INV S 89 36 55"0 W 70^7500 2248.4B894 3585^35567 13 13 INV N 89 14 28.0 W 1420^7100 2267.30585 2164.77029 14 RADIAL N 24 30 26^0 E DELTA 23 44 54.0 LT RADIUS 992"0000 TAN 209^5801 L-ARC 411"1707 RADIAL N 0 45 32.0 F RP 1364"67614 1753^28081 15 14 CHORD N 77 22 01^0 W 408.2337 2356^58912 1766.41957 16 TAN@PT N 89 14 28.0 W 16 INV N 89 14 28"0 W 739.7900 2366^38744 1026.69447 17 RADIAL S 0 45 32.0 W DELTA 88 38 58,0 RT RADIUS 40.0000 TAN 39.0681 L-ARC 61.8890 RADIAL G 89 24 30.0 W RP 2406"38393 1027.22425 18 17 CHORD N 44 54 59.0 W 55.8979 2405.97067 987^22639 19 TAN@PT N 0 35 30.0 N 19 INV S 0 35 30"0 E 75.1200 2330.85488 988"00210 20 20 INV S 0 31 00"0 E 1330.9300 999^97899 1000.00365 21 LAT & DEP 0.02101 -0.00365 21 HCLOSE N 9 50 53,3 W 0"0213 1000.00000 1000.00000 1 PREC = 1 TO 382776 Area 2925292.05 sq ft 67.15546 ac FROM ANGLE DIST NORTH EAST TO Northerly Bock BSP 22 4/17/89 AUTO INVERSE ***** START 2248^96643 3656^10568 12 12 INV S 89 36 55.0 W 70.7500 2248"49137 3585.35727 13 13 INV N 89 14 28.() W 1420.7100 2267,30828 2164"77189 14 RADIAL N 24 30 26.0 E DELTA 28 20 41.0 RT RADIUS 992,0000 TAN 250^5055 L~ARC 490"7511 RADIAL N 52 51 07^0 E RP 1364.67856 1753.28241 15 14 CHORD S 51 19 13.5 F 485.7620 1963.72428 2543"98351 32 TAN@PT S 37 08 53"0 E RADIAL S 52 51 07^0 W DELTA 52 40 1()"0 LT RADIUS 918.0000 TAN 454.3963 L-ARC 843.8763 RADIAL S 0 10 57.0 W RP 2518.08312 3275.74086 33 32 CHORD S 63 28 58.0 E 814.4760 1600.08778 3272^77683 34 TAN@PT S 89 49 03.0 E 34 INV S 89 49 03"0 E 379"3500 1598"87946 3652.12490 35 35 INV N 0 21 00.0 E 650.1000 2248.96733 3656.09611 36 LAT & DEP -0^00090 0.00956 36 HCLOSE S 84 36 43"2 E 0.0096 2248.96643 3656"10568 12 PREc - 1 TO 401335 Area 693826.33 sq ft 15.92806 ac FROM ANGLE DIST NORTH EAST TO Southerly Bolck BSP22 4/17/89 AUTO INVERSE ***** START 997"01840 2024.99566 2 2 INV N 0 31 00"() W 290"0000 1287"00661 2022"38061 3 3 INV S 84 12 34^0 E 430.2900 1243.59366 2450,47500 4 RADIAL N 68 59 49,0 W DELTA 12 27 10.0 RT RADIUS 600^0000 TAN 65"4605 L-ARC 130"4052 RADIAL N 56 32 39.0 N RP 1028.54302 3010^61178 5 4 CHORD N 27 13 46.0 E 130^1487 1359^31943 2510.02516 6 TAN@PT N 33 27 21.0 E 6 INV N 33 27 20"0 E 29"9800 1384.33215 2526"55284 7 7 INV S 75 00 41"0 E 443^8300 1263"54571 2955.28252 8 8 INV S 86 33 07^0 E 429.2000 1243,73208 3383^70555 9 9 INV N 0 10 57.0 E 282^0000 1525.73065 3384^60379 10 10 INV N 89 49 03"0 N 112.0600 1526^08759 3272"54435 22 RADIAL S 0 1() 57,0 W DELTA 52 40 10.0 RT RADIUS 992.0000 TAN 491.0252 L-ARC 311.9012 RADIAL S 52 51 07"0 W RP 2518"08255 3275"70409 23 22 CHORD N 63 28 58.0 W 880^1310 1919.03684 2485"00299 24 TAN@PT N 37 08 53"0 W RADIAL N 52 51 07.0 E DELTA 52 05 36.() LT RADIUS 918.000o TAN 448.6644 L-ARC 834.6458 RADIAL N () 45 31"0 F RP 1364^67800 1753.28565 25 24 CHORD N 63 11 41"0 W 806.1932 2282"59753 1765.43985 26 TAN@PT N 89 14 29,0 W 26 INV N 89 14 28.0 H 722.2600 2292,16367 1043.24320 27 RADIAL N 0 45 32.0 E DELTA 91 16 32^0 LT RADIUS 40^0000 TAN 40,9006 L-ARC 63"7224 RADIAL S 89 29 00.0 W RP 2252.16717 1042.71342 28 27 CHORD S 45 07 16.0 W 57.1947 2251,80648 1002^71504 29 TAN@PT S 0 31 00.0 E 29 INV S 0 31 00"0 E 1251^9100 999^94738 1014^00403 30 30 INV S 89 50 04.0 E 1011.0000 997^00650 2024.99975 31 LAT & DER 0.01190 ~0"00409 31 HCLOSE N 1B 58 08.2 W 0,0126 997"01840 2024"99566 2 PREC = 1 TO 551889 Area 1997838.4g sq ft 45.86406 ac .�' W / 1r 'Taylor E[]g]I1Ca1(]o' RECEIVED Civil Dcsiga and Lw:d 1 APR 7 1989 LETTER OF TRANSMITTAL Cmnt Engineering Date:// y g / Job No: To: JCj,n ' r.Ls Subject: _ 9 se /p—� Attn: ,7 yiIY / S /7215 We are [ ] enclosing ;) returning ( ) Prints [ ) Copy of Letter [ ) sending under separate cover [ ) Plans ( ] Specifications ( ) Samples [ ] Description: Qty Item � �GaZ' Ga/'ZifiGa�l� These are transmitted as checked below: [ ] For Your Information [ ] For Your Signature [ ) For Your Action (Al For Your Comment ( Per Yopr Request Remarks: /COI' //a4txl �e,7/ /awoe Copy to FILE Signed: yu `� Spokane County Engineers Project: BSP 122 Sullivan Rd. N. 811 Jefferson 456 -3600 Job No.: Spokane, NA 99201 Disc.No.: File Name: BSP 122 TYPICAL SECTION DATA 03- Apr -89 Roadway half width ENTER- -> 39.5 09:45 AM Road Name ENTER - -> Sullivan Rd. Left or Right ENTER - -> Right Curb Type TYPE B COUNTY Station Interval ENTER- -> --------------------------------------------------------------- ---------- --- MINIMUM ----MAXIMUM Curb EL. Curb EL. Edge Pave. CENTER 7. SLOPE EDGE DIST. 7. SLOPE EDGE DIST FROM ( -4.5X (-2X to Gutter LINE CENTER- PAVEMENT C/L TO C/L TO PAVEMENT EDGE PVMT.from E/P + FROM E/P + SELECT- Design Top Curb STATION ELEVATION LINE ELEVATION E/P EDGE PAVE % SLOPE TO CURB CURB MGT) CURB MGT) ED ELEV X GRADE X Grade 100.00 10.05 9.43 24.00 -2.58 11.00 15.50 9.19 9.54 9.40/ -2.96 200.00 9.30 -0.75 8.78 24.00 -2.17 -0.65 15.50 8.54 8.89 8.71 / -3.25 -0.69 300.00 8.52 -0.78 8.14 24.00 -1.58 -0.64 15.50 7.90 8.25 8.03✓ -3.54 -0.68 400.00 7.93 -0.69 7.55 24.00 -1.58 -0.61 15.50 7.31 7.66 7.34 ✓ -4.25 -0.69 500.00 7.35 -0.58 6.88 24.00 -1.96 -0.67 15.50 6.64 6.99 6.66 -4.32 -0.68 600.00 6.68 -0.67 6.21 24.00 -1.96 -0.67 15.50 5.97 6.32 5.97✓ -4.46 -0.69 700.00 6.09 -0.59 5.54 24.00 -2.29 -0.67 15.50 5.30 5.65 5.29,✓ -4.54 -0.68 800.00 5.55 -0.54 4.85 24.00 -2.92 -0.69 15.50 4.60 4.96 4.60✓ -4.54 -0.69 1008.00 5.80 0.12 5.25 24.00 -2.29 0.19 15.50 5.01 5.36 5.10 ✓ -3.82 0.24 1100.00 6.94 1.24 6.23 24.00• -2.96 1.07 15.50 5.99 6.34 6.06-✓ -3.96 1.04 1200.00 7.97 1.03 7.03 24.00 -3.92 0.80 15,50 6.79 7.14 7.13✓� -2.04 1.07 1300.00 9.16 1.19 8.56 24.00 -2.50 1.53 15.50 8.32 8.67 8.32✓/ -4.46 1.19 1400.00 10.22 1.06 9.74 24.00 -2.00 1.18 15.50 9.50 9.85 9.51./ / -4.39 1.19 1500.00 11.29 1.07 10.71 24.00 -2.42 0.97 15.50 10.47 10.82 10.47,/ -4.46 0.96 1600.00 11.91 0.62 11.33 24.00 -2.42 0.62 15.50 11.09 11.44 11.43 -2.04 0.96 RECEIPT Received From_ A ress. For AMT. PAID SK808 I CMAr ws HOW n:CCH 7EE(:K ' ,j 1�10 SPOKANE INDUSTRIAL PARK, INC. WASHINGTON TRUST BANK NO 8 0 6 9 WORKING FUND SPOKANE, WASHINGTON N. 3808 SULLIVAN ROAD 924 -1720 28- 8/1251 SPOKANE, WA ' 99216 - PAY TO SPC7K'ANE N. �5 P1 . ORDER INDUSTRIAL PARK c - ' ,CAS OF SPOKANE COUNTY ENGINEERING DEPT. i / �} CHECKsDAT, KaNO. M 1, 1989 +u CHECKAMbow rt $340.00 AU OiH RIZE SIGNATURE II'00a0G91 1: L 25 L0001191: 63Goal L13 9 181 3 110 r� TICOR TITLE IIOURANCE OF CALIFORNIA W 521 First Avenue' Spokane, WA 99204 (509) 838 -5281 FIRST SUPPLEMENM TO CCMMITMENP TO: Spokane Industrial Park Your Loan No.: North 3808 Sullivan Rd. Our Order No.: Spokane, Washirx3ton (Mortgagor) . Attn: Theron Rust (Purchaser) . RECgvED AUG b 1990 t Ewfleering C- 190581 -M Spokane Ind. CC: Taylor Eng. CC: Spokane Planning CC: Spokane Eng. The following are changes to our c= itment issued JANUARY 23, 1989 at 8:00 A.M. Except as set forth below: 1. An easement affecting the portion of said premises and for the purposes stated herein, and incidental purposes. For : the ricjht to erect, construct, reconstruct and maintain an electric distribution line. Together with the right to ito trim or remove brush and trees th the construction, maintenance the same. In Favor of : The Washington Water Power Company, a corporation Recorded : March 27, 1989 Auditor's No. : 8903270228 Affects : that portion of the NE1 /4 of Section 12, Twp. 25 North, Range 44 EWM, in Spokane County,,Washington, lying Nly of Euclid Road 2. Las half general taxes for 1990, in the sum of $250,515.17; $78.10; $7,987.50; $1,242.50. (Assessor's Parcel No. 01546 -9090; - 909OR; - 9090T; - 909OU(old), 45016.9090; .909OR; .90907; .909OU(new), Code 212) Said taxes affect said premises and other property. 3. General taxes for 1990, in the sum of $443.78, are paid in full. (Assessor's Parcel No. 01546- 909OS(old); 45016.909OS(new), Code 212) Said taxes affect said premises and other property. J The effective date of said commitment is hereby defined as JULY 6, 1990 at 8:00 a.m. Titl Officer TICOR TITLE INSURANCE COMPANY West 521 First Avenue Spokane, Washington 99210 FEB 2 2 1989 t Telephone: (509) 838 -5281 REPORT FOR PLAT CERTIFICATE Refer to: C- 190581 -CB RE: BSP #22 Phase III/ Spokane Industrial Park Theron Rust Spokane Industrial Park cc: County Planning N. 3808 Sullivan Rd. County Engineers Spokane, WA 99216 -1670 Taylor Engineering This is a report for plat certificate as of January 23, 1989 at 8:00 a.m., covering the following property: All that certain real proper,�y in the Southwest quarter of Section 1 and the North q arter of Section 12, Township 25 North, Range 44 East, W.M., in Spokane County, Washington, described as follows: Commencing at the North quarter corner of said Section 12; thence North 89 0 36 1 55" East, along the North line of the North- ' east quarter of said Section 12, a distance of 70.88 feet; thence South 0 °21'00" West, a distance of 47.00 feet, to the true point of beginning; thence South 89 0 36 1 55" West, parallel p with the North line of the Northeast quarter of said Section 12, 00 a distance of 70.75 feet; thence North 89 ° 14'28" West, parallel t with the North line of Northwest quarter of said Section 12, a distance of 1420.71 feet, to a point on a curve to the left, the F radius of which bears South 24 °30'26" West, a distance of 992.00 feet; thence along said curve to the left, through a central angle of 23 °44'54 ", an arc distance of 411.17 feet to a point of tangency; thence North 89 °14'28" West, a distance of 739.79 feet, to the beginning of a curve to the right, the radius of which bears North 0 0 45 1 32" East, a distance of 40.00 feet; thence along said curve to the right, through a central angle of 83 *38 ", an arc distance of 61.89 feet, to a point on the East line of deeded Sullivan Road; thence South 0 0 35'30" East, along said East line, a distance of 75.12 feet; thence South 0 °31'00" East, al on said East line, a distance of 1330.93 feet; thence South 89 00" East, 1025.00 feet; thence North 0 0 31'00" West, feet; thence South 84 0 12'34" East, 430.29 feet, to a point on a curve to the right, the radius of which bears South 68 1 59'51" East, a distance of 600.00 feet; thence along said curve to the right, through a central angle of 12 1 27'10 ", an arc distance of 130.40 feet to a point of tangency; thence North 33 0 27 1 20" East, 29.98 feet; thence South 75 °00'41" East, 443.83 J /jb Plat Certificate C- 190581 -CB - 2 - feet; thence South 86 0 33'07" East, 429.20 feet; thence North 0 °10'57" East, 282.00 feet; thence South 89 °49'03" East, 267.08 feet; thence North 0 0 21 1 00" East, 724.10 feet to the true point of beginning. Record title is vested in Spokane County, as to that portion of real estate under search lying within the property conveyed by deeds recorded under Auditor's File Nos. 625591C, 633555C and 8401090249; and, Spokane Industrial Park, Inc., a Washington corporation, as to the remainder. SUBJECT TO: 1. Taxes for 1989, which cannot be paid until February 15, 1989, Code 212: Old Parcel # New Parcel # General Weed 01546 -9089 45016.9089 $544,139.88 $50.17 R01546 -9089 845016.9089 $153.40 501546 -9089 545016.9089 $435.80 T01546 -9089 745016.9089 $6,449.84 U01546 -9089 U45016.9089 $2,440.48 Said taxes affect said premises and other property. 2. Lien of real estate excise sales tax upon any sale of said premises, if unpaid. 3. Notice to the Public By : Spokane Industrial Park, Inc. Dated : February 24, 1987 Recorded : February 27, 1987 Auditor's No. : 8702270368 Agreement To : Join and participate in the formation of a County Improvement District (RID) pursuant to RCW 36.88, at such time as a district may be formed or any Road Improvement 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 Improvement District (RID) established pursuant to RCW 36.88. It is further agreed that at such time as an RID is created or any Road Improvement Project is sanctioned by Spokane County, the improvements required (curb, sidewalk, drainage control and paving to existing pavement) will be at the sole expense of the undersigned owner, their heirs, grantees and assigns. Affects 1 : That portion of said premises lying South of Euclid Rd. and other property J /jb Plat Certificate C- 190581 -CB - 3 - 4. Notice to the Public By : Spokane Industrial Park, Inc. Dated : February 24, 1987 Recorded : February 27, 1987 Auditor's No. : 8702270369 Agreement To : Join and participate in the formation of a County Improvement District (RID) pursuant to RCW 36.88, at such time as a district may be formed or any Road Improvement 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 Improvement District (RID) established pursuant to RCW 36.88. It is further agreed that at such time as an RID is created or any Road Improvement Project is sanctioned by Spokane County, the improvements required (curb, sidewalk, drainage control and paving to existing pavement) will be at the sole expense of the undersigned owner, their heirs, grantees and assigns. Affects That portion of real estate under search lying South of Euclid Road and other property 5. Deed of Trust to secure an indebtedness of the amount herein stated. Amount : $1,000,000.00 Dated : December 17, 1985 Recorded : January 3, 1986 Auditor's No. : 8601030073 Grantor : Spokane Industrial Park, Inc. Trustee : First American Title Insurance Company Beneficiary : The Industrial Development Corporation of Spokane County, Washington Affects : A portion of said premises The beneficial interest under said Deed of Trust was assigned by instrument Dated : February 26, 1986 Recorded : April 21, 1986 Auditor's No. 8604210038 Assigned to Washington Trust Bank, Spokane, Washington 6. A security interest in goods under the provisions of the Uniform Commercial Code, RCW 62A, disclosed by financing statement filed in the office of the County Auditor. Debtor : Spokane Industrial Park, Inc. Secured Party : The Industrial Development Corporation of Spokane County Filed : December 30, 1983 Auditor's No. : 8312300196 Collateral : Goods to become fixtures Assigned to ,: Washington Trust Bank Note: Amendment was filed January 3, 1986, under Auditor's File No. 8601030189, for the purpose of changing the legal description. J /jb Plat Certificate - 4 - C- 190581 -CB 7. Unrecorded leases affecting said premises, as follows: A -M Hardware, as to Building S 6 Dunphy Bros. Printing, as to Building S 5 Itron Inc, as to Buildings S 14, S 5 and S 15 JNJ Electric & Supply Inc., as to Building S 5 Key Tronic Corporation, as to Building S 3 Pacific Trail Sportswear, as to Building S 6 S.I.P. Family Day Care, as to Building S 7 Teltek Northwest Inc., as to Building S 6 Westek, as to Building S 4 Westinghouse Electric, as to Building S 4 Jimbo's Seamless Raingutters, as to Building S 6 8. Matters affecting the lessees interests are not shown herein. 9. For easements, restrictions, and other exceptions, see Schedule "B -1" attached. NOTE: 1. Aquifer protection fees that may be due and payable in accor- dance with Chapter 36.36 RCW. (Specific amounts may be obtained from the County Utility Department, phone #458- 2538). This report shall have no force or effect except as a basis for the certificate applied for. TICOR TITLE INSURANCE COMPANY Spokane County Office By Auth rized Si tory FEE: $150.00 TAX: $ 11.70 J /jb Plat Certificate C- 190581 -CB SCHEDULE "B -1" - 5 - 1. An easement affecting the portion of said premises and for the purposes stated herein, and incidental purposes. For : Installing, operating, maintaining, repairing and removing a gas distribution pipe line or lines and appurtenances thereto, together with the right to inspect said line or lines. In Favor of : The Washington Water Power Company, a corporation Recorded : April 18, 1960 Auditor's No. : 701476B Affects : The South half of Section 1 2. License Agreement recorded April 29, 1949, under Auditor's File No. 876413A, between the United States of America and Spokane County, for additional right of way for Sullivan Road. 3. Reservations contained in deed under which title is claimed, recorded under Auditor's File No. 737559B, as follows: 1. Right of the public to use, occupy and maintain the public roads now constructed and located along the exterior boundaries of the property. 2. Existing easements, if any, for utilities, irrigation, or drainage. 3. There is reserved to the grantor a permanent and perpetual easement affording the grantor the right of joint use of the railroad trackage within the property which now services the GSA area in the most direct manner. 4. There is reserved to the grantor a permanent and perpetual easement affording to grantor the joint use of the Westerly 630 feet of "B" Street (which street adjoins the army reserve area on the South) for access to the army reserve area. 4. An easement affecting the portion of said premises and for the purposes stated herein, and incidental purposes. For The right to erect, construct, reconstruct and maintain an electric distribution line, together with the right to inspect said line and to trim or remove brush and trees that may interfere with the construction, mainte- nance and safe operation of the same. It is understood and agreed that said easement J /jb • Plat Certificate - 6 C- 190581 -CB covers the right to place underground electric conductors within the Westerly portion of the described property. In Favor of : The Washington Water Power Company Recorded : July 1, 1988 Auditor's No. : 8807010246 - Affects : The Southwest quarter of the Southwest quarter of Section 1 5. An easement affecting the portion of said premises and for the purposes stated herein, and incidental purposes. For : Placement of distribution electric lines, etc. In Favor of : The Washington Water Power Company Recorded : December 28, 1988 Auditor's No. : 8812280058 Reference is hereby made to record of said instrument for full particulars, a copy of which will be furnished upon request. 6. Reservations contained in deeds conveying that portion of real estate under search vested in Spokane County, as follows: Grantor reserves the right to construct and maintain or grant to others the right to construct and maintain electric, gas, water and sewer facilities above, under or along said parcel of land provided that such construction and maintenance will be performed in accordance with uniform standards for safety and construction adopted by and applied by Spokane County to such uses on roads of the class of roads constructed on such parcel. In the event the County shall vacate and abandon the use of the same for a public road, title to such property shall revert and be vested in Grantor, its successor or assigns. 7. 25 foot utility easement the West line of which is 403.5 feet East of the West line of Section 12 and running South from Euclid Road, as disclosed by Survey recorded February 8, 1984, under Auditor's File No. 8402080193. (End of Schedule "B -1 ") J /jb TICOR TITLE INSURANCE COMPANY West 521 First Avenue. Spokane, Washington 99210 RECENED Telephone: (509) 838 -5281 APR 7 1989 REPORT FOR PLAT CERTIFICATE too EIgIneering Refer to: C- 190581 -CB RE: BSP $22 Phase III/ Spokane industrial Park Theron Rust Spokane Industrial Park cc: County Planning N. 3808 Sullivan Rd. County Engineers Spokane, WA 99216 -1670 Taylor Engineering This is a report for plat certificate as of January 23, 1989 at 8:00 a.m., covering the following property: All that certain real property located in the Southwest quarter of Section 1 and the North quarter of Section 12, Township 25 North, Range 44 East, W.M., in Spokane County, Washington, described as follows: Commencing at the North quarter corner of said Section 12; thence North 89 °36'55" East, along the North line of the North- east quarter of said Section 12, a distance of 70.88 feet; thence South 0 0 21'00" West, a distance of 47.00 feet, to the true point of beginning; thence South 89 °36'55" West, parallel with the North line of the Northeast quarter of said Section 12, a distance of 70.75 feet; thence North 89 0 14 1 28" West, parallel with the North line of Northwest quarter of said Section 12, a distance of 1420.71 feet, to a point on a.curve to the left,.,the radius of which bears South 24 °30'26" West, a distance of 992.00 feet; thence along said curve to the left, through a central angle of 23 1 44'54 ", an arc distance of 411.17 feet to a point of tangency; thence North 89 0 14 1 28" West, a distance of 739.79 feet, to the beginning of a curve to the right, the radius of which bears North 0 0 45 1 32" East, a distance of 40.00 feet; thence along said curve to the right, through ;a central angle of 88 0 38'58 ", an arc distance of 61.89 feet, to a point on the East line of deeded Sullivan Road; thence South 0 0 35'30" East, along said East line, a distance of 75.12 feet; thence South 0 ° 31'00" East, along said East line, a distance of 1330.93 feet; thence South 89 ° 55'00" East, 1025.00 feet; thence North 0 0 31'00" West, 290.00 feet; thence South 84 °12'34" East, 430.29 feet, to a point on a curve to the right, the radius of which bears South 68 1 59' -51" East, a distance of 600.00 feet; thence along said curve to the right, through a central angle of 12 0 27 1 10 ", an arc distance of 130.40 feet to a point of tangency; thence North 33 0 27'20" East, 29.98 feet; thence South 75 1 00'41" East, 443.83 J /jb Plat Certificate C- 190581 -CB feet; thence South 0 1 10 1 57" East, 282 feet; thence North of beginning. - 2 - 86 °33'07" East, 429.20 feet; thence North 00 feet; thence South 89 °49'03" East, 267.08 0 °21'00" East, 724.10 feet to the true point Record title is vested in Spokane County, as to that portion of real estate under search lying within the property conveyed by deeds recorded under Auditor's File Nos. 625591C, 633555C and 8401090249; and, Spokane Industrial Park, Inc., a Washington corporation, as to the remainder. SUBJECT TO: 1. Taxes for 1989, which cannot be paid until February 15, 1989, Code 212: Old Parcel # New Parcel # General Weed 01546 -9089 45016.9089 $544,139.88 $50.17 R01546 -9089 845016.9089 $153.40 501546 -9089 545016.9089 $435.80 T01546 -9089 T45016.9089 $6,449.84 U01546 -9089 045016.9089 $2,440.48 Said taxes affect said premises and other property. 2. Lien of real estate excise sales tax upon any sale of said premises, if unpaid. 3. Notice to the Public By : Spokane Industrial Park, Inc. Dated : February 24, 1987 Recorded : February 27, 1987 Auditor's No. : 8702270368 Agreement To : Join and participate in the formation of a County Improvement District (RID) pursuant to RCW 36.88, at such time as a district may be formed or any Road Improvement 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 Improvement District (RID) established pursuant to RCW 36.88. It is further agreed that at such time as an RID is created or any Road Improvement Project is sanctioned by Spokane County, the improvements required (curb, sidewalk, drainage control and paving to existing pavement) will be at the sole expense of the undersigned owner, their heirs, grantees and assigns. Affects That portion of said premises lying South of Euclid Rd. and other property J /jb Plat Certificate C- 190581 -CB - 3 - 4. Notice to the Public By : Spokane Industrial Park, Inc. Dated : February 24., 1987 Recorded :February 27, 1987 Auditor's No. : 8702270369 Agreement To : Join and participate in the formation of a County Improvement District (RID) pursuant to RCW 36.88, at such time as a district may be formed or any Road Improvement 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 Improvement District (RID) established pursuant to RCW 36.88. It is further agreed that at such time as an RID is created or any Road Improvement Project is sanctioned by Spokane County, the improvements required (curb, sidewalk, drainage control and paving to existing pavement) will be at the sole expense of the undersigned owner, their heirs, grantees and assigns. Affects That portion of real estate under search lying South of Euclid Road and other property 5. Deed of Trust to secure an indebtedness of the amount herein stated. Amount : $1,000,000.00 Dated : December 17, 1985 Recorded : January 3, 1986 Auditor's No. : 8601030073 Grantor : Spokane Industrial Park, Inc. Trustee : First American Title Insurance Company Beneficiary : The Industrial Development Corporation of Spokane County, Washington Affects : A portion of said premises The beneficial interest under said Deed of Trust was assigned by instrument Dated : February 26, 1986 Recorded : April 21, 1986 Auditor's No. : 8604210038 Assigned to : Washington Trust Bank, Spokane, Washington 6. A security interest in goods under the provisions of the Uniform Commercial Code, RCW 62A, disclosed by financing statement filed in the office of the County Auditor. Debtor : Spokane Industrial Park, Inc. Secured Party : The Industrial Development Corporation of Spokane County Filed : December 30, 1983 Auditor's No. : 8312300196 Collateral : Goods to become fixtures Assigned to : Washington Trust Bank Note: Amendment was filed January 3, 1986, under Auditor's File No. 8601030189, for the purpose of changing the legal description. J /jb Plat Certificate C- 190581 -CB 7. Unrecorded leases affecting said premises, as follows: A -M Hardware, as to Building S 6 Dunphy Bros. Printing, as to Building S 5 Itron Inc, as to Buildings S 14, S 5 and S 15 JNJ Electric & Supply Inc., as to Building S 5 Key Tronic Corporation, as to Building S 3 Pacific Trail Sportswear, as to Building S 6 S.I.P. Family Day Care, as to Building S 7 Teltek Northwest Inc., as to Building S 6 Westek, as to Building S 4 Westinghouse Electric, as to Building S 4 Jimbo's Seamless Raingutters, as to Building S 6 - 4 - 8. Matters affecting the lessees interests are not shown herein. 9. For easements, restrictions, and other exceptions, see Schedule "B -1 attached. NOTE: 1. Aquifer protection fees that may be due and payable in accor- dance with Chapter 36.36 RCW. (Specific amounts may be obtained from the County Utility Department, phone #458- 2538). This report shall have no force or effect except as a basis for the certificate applied for. TICOR TITLE INSURANCE COMPANY Spokane County Office By Auth rized Si tory FEE: $150.00 TAX: $ 11.70 J /jb Plat Certificate C- 190581 -CB SCHEDULE "B -1" - 5 - 1. An easement affecting the portion of said premises and for the purposes stated herein, and incidental purposes. For : Installing, operating, maintaining, repairing and removing a gas distribution pipe line or lines and appurtenances thereto, together with the right to inspect said line or lines. In Favor of : The Washington Water Power Company, a corporation Recorded : April 18, 1960 Auditor's No. : 701476B Affects : The South half of Section 1 2. License Agreement recorded April 29, 1949, under Auditor's File No. 876413A, between the United States of America and Spokane County, for additional right of way for Sullivan Road. 3. Reservations contained in deed under which title is claimed, recorded under Auditor's File No. 737559B, as follows: 1. Right of the public to use, occupy and maintain the public roads now constructed and located along the exterior boundaries of the property. 2. Existing easements, if any, for utilities, irrigation, or drainage. 3. There is reserved to the grantor a permanent and perpetual easement affording the grantor the right of joint use of the railroad trackage within the property which now services the GSA area in the most direct manner. 4. There is reserved to the grantor a permanent and perpetual easement affording to grantor the joint use of the Westerly 630 feet of "B" Street (which street adjoins the army reserve area on the South) for access to the army reserve area. 4. An easement affecting the portion of said premises and for the purposes stated herein, and incidental purposes. For The right to erect, construct, reconstruct and maintain an electric distribution line, together with the right to inspect said line and to trim or remove brush and trees that may interfere with the construction, mainte- nance and safe operation of the same. It is understood and agreed that said easement J /jb Pr Plat Certificate - 6 - C- 190581 -CB Reference is hereby made to record of said instrument for full particulars, a copy of which will be furnished upon request. 6. Reservations contained in deeds conveying that portion of real estate under search vested in Spokane County, as follows: Grantor reserves the right to construct and maintain or grant to others the right to construct and maintain electric, gas, water and sewer facilities above, under or along said parcel of land provided that such construction and maintenance will be performed in accordance with uniform standards for safety and construction adopted by and applied by Spokane County to such uses on roads of the class of roads constructed on such parcel. In the event the County shall vacate and abandon the use of the same for a public road, title to such property shall - revert and be vested in Grantor, its successor or assigns. 7. 25 foot utility easement the West line of which is 403.5 feet East of the West line of Section 12 and running South from Euclid Road, as disclosed by Survey recorded February 8, 1984, under Auditor's File No. 8402080193. (End of Schedule "B -1 ") J /jb covers the right to place underground electric conductors within the Westerly portion of the 'described property. In Favor of : The Washington Water Power Company Recorded : July 1, 1988 Auditor's No. : 8807010246 Affects : The Southwest quarter of the Southwest quarter of Section 1 5. An easement affecting the portion of said premises and for the purposes stated herein, and incidental purposes. For :, Placement of distribution electric lines, etc. In Favor of The Washington Water Power Company Recorded December 28, 1988 Auditor's No. 8812280058 Reference is hereby made to record of said instrument for full particulars, a copy of which will be furnished upon request. 6. Reservations contained in deeds conveying that portion of real estate under search vested in Spokane County, as follows: Grantor reserves the right to construct and maintain or grant to others the right to construct and maintain electric, gas, water and sewer facilities above, under or along said parcel of land provided that such construction and maintenance will be performed in accordance with uniform standards for safety and construction adopted by and applied by Spokane County to such uses on roads of the class of roads constructed on such parcel. In the event the County shall vacate and abandon the use of the same for a public road, title to such property shall - revert and be vested in Grantor, its successor or assigns. 7. 25 foot utility easement the West line of which is 403.5 feet East of the West line of Section 12 and running South from Euclid Road, as disclosed by Survey recorded February 8, 1984, under Auditor's File No. 8402080193. (End of Schedule "B -1 ") J /jb I TICOR TITLE INSURANCE wu wiNeTON eTATC orv,uotl West 521 First Avenue P. 0. Box 2122 Spokane, WA 99204' -0366 Spokane, WA 99210 -2122 1St SUPPLEMENTAL . TITLE REPORT Your Loan No. Tot Theron Rust Spokane IndustrialPark Our Order No. C- 190270 -CB N. 3808 Sullivan Rd (Mortgagor) Spokane, WA 99216 -1670 (Purchaser) Spokane Industrial Park cc: Taylor Engineering There has been no change in the title to the property covered by our preliminary report since December 1 19 88 , at B A.M. Except as set forth below: 1. Unrecorded leases affecting that portion of real estate under search, as follows: CXT Inc., as to Building S 16. 2. Matters affecting lessees interest are not shown herein. Dated as of the 16th day of December vc TICOR TITLE INSURANCE v,...„i�ara. •T.,T. Oiv�iOv _, 1988 N. By 7 ok 1 —T!/ TO-, I PUBLIC WORKS DEPARTMENT OFFICE OF COUNTY ENGINEER RONALD C. HORMANN, P.E. COUNTY ENGINEER SPOKANE, WASHINGTON 99260 -0170 February 13, 1989 Taylor Engineering W. 106 Mission Ave. Suite 106 Spokane, Wa. 99201 RE: Spokane Industrial Park Expansion Design Deviation Dear Mark, We have reviewed your February 8, 1989 letter regarding the Spokane Industrial Park (S.I.P.) expansion, and your proposed design deviations. We have also reviewed this information in the field, and we find that we need additional information in order to process your requests. These are discussed individually in the following paragraphs. ATTACHMENTS C & D Sheet 4 of 7 of your plans.shows the proposed curb on the north side of realigned Euclid will only be 2 or 3 feet south of the existing fence. There is also a 1 to 2 feet overhang on top of the fence which doesn't appear to be reflected in the plans. The close proximity of these items could cause serious traffic safety conflicts. Please supply information on your plans as to exactly where these items would be located in your proposal. You state in the design deviation that "the land .... is not legally available to use as a 208 swale area" yet you do not provide any documentation to support this. Please do so. You also do not discuss any other alternatives than simply eliminating the swale and the pathway, such as moving the road to the south. Please include this information in your submittal. ATTACHMENT E A review of the plans for this area along Sullivan (Sheet 3 of 7) shows that the proposed new curb will be more than 20 feet west of the existing parking lot, which would mean there is sufficient area for the swale and the pathway. However, the pathway is not shown on any of the plan views for BSP 422, and it is difficult to tell where the pathway will be. This information should be added to the plans. Public Works Building / North 811 Jefferson Street / Spokane, Washington 99260 -0170 (509) 456 -3600 SPOKANE COUNTY COOIT NOOSE A field review of this area indicates the existing parking lots are much closer to the existing curb than indicated on your plans. However, the field review also shows that the parking lots are not "also approximately 4 feet lower than the proposed new curb elevations" as indicated on the design deviation. There is one spot where it may be 4 feet lower, but this does not appear to be the typical case. Please provide documentation as to what the existing situation is regarding these two issues. You also do not discuss any other alternatives than simply eliminating the swale and the pathway, such as deleting the swale and moving the pathway next to the curb. Please include this information in your submittal. If you have any questions regarding these comments, please feel free to contact us. Very truly your �s Gary S. Nelson, P.E. Planning Engineer - RECE1Vm FEB 8 1989 mooing REQUEST FOR DESIGN DEVIATION ROAD NAME Euc lid Avenue DATE January 24, 1989 CRP /RID /PLAT /Z.C. No. BS° 22 FEDERAL /STATE PROJECT NO. c_ � PROJECT TITLE Spokane Industrial Park BSP 22 PROJECT LIMITS I ROAD WIDTH ROAD SURFACE AVG. DAILY TRAFFIC EXISTING CONDITIONS: NONE NONE Attachment C PROPOSED IMPROVEMENT: 70- Asphalt Current Design Year PROJECT DESCRIPTION - Construct, a new road 70' wide curb back to curb bac DESCRIPTION OF STANDARD INVOLVED Dispose of storm run off of emperviou PROPOSED DESIGN DEVIATION Dispose of storm runoff of impervious sur to ?s JUSTIFICATION The land to the n orth & adjacent to this protect lying in the natural occuring low spot is not:;lega Yavailable to use as a 208 gwa arpa, The land is controled by lease to others than the eve oper. The 6ft pathway is being eliminated due to two reasons, ,The exis asrhalt parking lot along Sullivan Rd. leaves no room for a selera asphalt path, (2),Asphalt interior walk ways are available for pedestr traffic. Submitted by Da t�w ":9iF+ Approv Not Approved Approved Not Approved Planning and Traffic Engineer Date Approved Not Approved Project Management Engineer Date Approved Not Approved Operations Engineer Date Approved 02510 Not Approved County Engineer Date Attachment E MCMw FEB 8 1989 REQUEST FOR DESIGN DEVIATION Exiueuing ROAD NAME Sullivan Rd. DATE January 24, 1989 CRP /RID /PLAT /Z.C. No. BSP NO. 22 FEDERAL /STATE PROJECT NO. NA PROJECT TITLE Spokane Industral Park BSP 22 PROJECT LIHITS South Park Court to Euclid Avenue ROAD WIDTH ROAD SURFACE AVG. DAILY TRAFFIC Current PROJECT DESCRIPTION Add a 14ft traffic lane to the east side of Sullivan Rd. DESCRIPTION OF STANDARD INVOLVED DisFosing of storm runoff of impervious su rfaces to 208 swales with drvwells. PROPOSED DESIGN DEVIATION D to drvwells only. Elim of storm runoff of PROPOSED IMPROVEMENT: Add 14ft right lan Asphalt Design Year JUSTIFICATION The existin not leave room or em. acent to Sullivan Rd. do ated because no easement land is available EXISTING CONDITIONS: 37ft As Fhalt paved parking lot wales, The par in new curb a ivation Submitted by / / /�. ///ZrI /(U // L /b'/ Date STAFF RECOMMENDATIONS Appro Not Approved l 1 P`t%d j ed t "Manager Date 3 J Approved Not Approved Planning and Traffic Engineer Date Approved Not Approved Project Management Engineer Date Approved Not Approved Operations Engineer Date Approved Not Approved County Engineer Date 02510 I' M1=V= I C8 OF THE COUNTY EENG I NE)E =R SPOKANE-COUNTY, WASHINGTON TO: BSP # f ile FROM: Gary Nelsen DATE: February 10. 1989 SUBJECT: De= noted a At tachment C. D, 9 E Attached please find seven photos which are numbered can the back. These photos are described as follows: 1. Lookinq North on the East side -if Sullivan from existing Euclid Attachments C & D are proposed design deviations dealing with the required B.S.P. improvements to realigned Euclid east of Sullivan. Attachment C deals with Basin C shown on the attached site drainage plan for B.S.P. 22 (phase three of H.S.P. 17), and Attachment D deals with exactly the same subject for Basin E. A review Of the plans for the Basin C area (Sheet 4 of 7) show that the proposed new curb will only be 2 or 3 feet south of the existing fence. Picture #5 shows the relationship between the existing fence and the existing road improvements. According to the design deviation, the land north of the fence is "controlled by lease to ethers than the developer" and "not legally available to use as a 20B swale area ". I would recommend approving these two design deviations with the following conditions: 1. The pathway is continued on the south side of Euclid realigned all the way to Sullivan. 2. The design deviation for Sullivan require the pathway next to the curb on Sullivan. Attachment E is a proposed design deviation dealing with the required B.S.P. improvements to Sullivan. Attachment E deals with Basin B shown on the attached site drainage plan for B.S.P. 22 (phase three of B.S.P. 17). A review of the plans for the Basin B area (Sheet 3 of 7) show that the proposed new curb will be more than 20 feet west of the existing parking lot. Pictures #1 through #4 shows the relationship between the existing parking and the existinq read improvements. In pictures #1 and #3, Wayne is standing 14 feet east of the existing curb. It would appear there is some discrepancy in the plans in this regard. According to the design deviation, "the parking lot is approximately 4 ft. lower than the proposed new curb ". Again, this is not reflected in pictures #1 through #4. However, there probably is not room for both the pathway and'the swale. I would recommend approving this design deviation with the following condition: Win: 1. The design deviation for Sullivan require the pathway next to the curb on Sullivan. t 1 (South Euclid) _. Lookinq North on the East side of Sullivan from the South side of existing Euclid (South Euclid) 3. Lookinq South on the East side of Sullivan from the East Spokane Industrial Park (S.I.P.) entrance (North Euclid) 4. Lookinq South -in the East side of Sullivan from the North side of the S.I.P. entrance (North Euclid) 5. Look.inq East on the North side of S.I.P. East entrance (North Euclid) 6. Looking West on the North side of S.I.P. East entrance (North Euclid) west of S.I.P. First Street 7. Looking East from N.W. corner of S.I.P. East entrance & S.I.P. First Street Attachments C & D are proposed design deviations dealing with the required B.S.P. improvements to realigned Euclid east of Sullivan. Attachment C deals with Basin C shown on the attached site drainage plan for B.S.P. 22 (phase three of H.S.P. 17), and Attachment D deals with exactly the same subject for Basin E. A review Of the plans for the Basin C area (Sheet 4 of 7) show that the proposed new curb will only be 2 or 3 feet south of the existing fence. Picture #5 shows the relationship between the existing fence and the existing road improvements. According to the design deviation, the land north of the fence is "controlled by lease to ethers than the developer" and "not legally available to use as a 20B swale area ". I would recommend approving these two design deviations with the following conditions: 1. The pathway is continued on the south side of Euclid realigned all the way to Sullivan. 2. The design deviation for Sullivan require the pathway next to the curb on Sullivan. Attachment E is a proposed design deviation dealing with the required B.S.P. improvements to Sullivan. Attachment E deals with Basin B shown on the attached site drainage plan for B.S.P. 22 (phase three of B.S.P. 17). A review of the plans for the Basin B area (Sheet 3 of 7) show that the proposed new curb will be more than 20 feet west of the existing parking lot. Pictures #1 through #4 shows the relationship between the existing parking and the existinq read improvements. In pictures #1 and #3, Wayne is standing 14 feet east of the existing curb. It would appear there is some discrepancy in the plans in this regard. According to the design deviation, "the parking lot is approximately 4 ft. lower than the proposed new curb ". Again, this is not reflected in pictures #1 through #4. However, there probably is not room for both the pathway and'the swale. I would recommend approving this design deviation with the following condition: Win: 1. The design deviation for Sullivan require the pathway next to the curb on Sullivan. t 1 I would recommend approving these two design deviations with the following conditions: 1. The pathway is continued on the south side of Euclid realigned all the way to Sullivan. 2. The design deviation for Sullivan require the pathway next to the curb on Sullivan. Attachment E is a proposed design deviation dealing with the required P.S.P. improvements to Sullivan. Attachment E deals with Basin B shown on the attached site drainage plan for P.S.P. 22 (phase three of B.S.P. 17). A review of the plans for the Basin B area (Sheet 3 of 7) show that the proposed new curb will be more than 20 feet west of the existinq parking lot. Pictures #1 through #4 shows the relationship between the existing parking and the existing read improvements. In pictures #1 and #3, Wayne is standing 14 feet east of the existing curb. It would appear there is some discrepancy in the plans in this regard. Accordi.nq to the design deviation, "the parking lot is approximately 4 ft. lower than the proposed new curb ". Again, this is not reflected in pictures #1 through #4. However, there probably is not room for both the pathway and the Swale. I would recommend approving this design deviation with the following condition: 1. The design deviation for Sullivan require the pathway next to the curb on Sullivan. J ` 4 `+ BEFORE THE SPOKANE COUNTY SUBDIVISION ADMINISTRATOR IN THE MATTER OF BINDING) FINDINGS OF FACT, SITE PLAN NO. BSP -87 -17 ) CONCLUSION AND DECISION THIS MATTER, an application from Spokane Industrial Park has been received and decided upon, pursuant to Spokane County Subdivision regulations, on the 5th day of May, 1988. The individual signing below has further been properly delegated the responsibility for rendering the decision by the Spokane County Director of Planning. FINDINGS OF FACT AND CONCLUSION 1 . The proposal is to divide 160 acres into 46 lots for the development of industrial lots. 2. The proposal is located in the north half of Section 12, Township 25 North, Range 44 E.W.M., Spokane County, Washington, lying north of the railroad between Sullivan and Flora Roads. 3. The current zoning of the property is Manufacturing, established in 1960. The proposed lot sizes, frontage and intended uses are allowed within this zone. 4. The Spokane County Comprehensive Plan designates this area as Industrial. The lots and uses proposed are generally in accord with this planning category. 5. The required public notice was provided for this proposal and agencies having a potential interest in the project were notified and asked for recommendations. 6. There was a recommendation for a more detailed environmental review from the Spokane County Engineers. The sponsor and the Spokane County Engineers have agreed upon necessary road improvements and phasing of development to mitigate potential improvements and phasing of development to mitigate potential adverse traffic impacts. A mitigated Determination of Nonsignificance is substituted for the original D.N.S.. The mitigating measures recommended by the Spokane County Engineer's have been agreed upon by the sponsor to generally reduce anticipated traffic impacts of the proposal. 7. That in consideration of the recommended conditions and Spokane County development standards, the proposal is riot detrimental to the public health, safety and general welfare. That the project is proposed to have phased development in three stages with necessary improvements constructed to meet the needs of each phase. Such phasing is consistant with subdivision practices. That the provisions of the Manufacturing Zone and other sections of the Spokane County Zoning Ordinance apply to the use of the individual lots. DECISION Based upon the above noted Findings of Fact, Binding Site Plan Application BSP- 87.17 is hereby APPROVED subject to conditions noted below which shall be complied with by the applicant and/or sponsor prior to finalization of the binding site plan. Findings for BSP -17 -87 Page 2 1 . The preliminary binding site plat of record approval is for the property legally described in the application for this proposal. 2. That the Final Binding Site Plan be designed substantially in conformance with the preliminary binding site plat of record as legally described and advertised. No increase of lot number shall occur without a new application submittal and approval. 3. The Spokane County Subdivision Administrator shall review any proposed Final Binding Site Plan to insure compliance with the Findings and Conditions of Approval. 4. That the preliminary binding site plan be given conditional approval for three (3) years to June 1, 1991. The applicant may request an Extension of Time by submitting a written request forty -five (45) days prior to the above expiration date. 5. That a Final Binding Site Plan number be indicated before the final binding site plan is filed; such number to be approved by the County Planning Director /Designee. 6. That appropriate road names be indicated on the binding site plan. 7. That appropriate utility easements be indicated on copies of the proposed final binding site plan. Written approval of said utility easements by said utility companies must be received with the submittal of the final binding site plan. 8. That 3 current certificates of title be furnished the County Planning Department prior to filing the final binding site plan. 9. That the following statement be placed in the final binding site plan dedication: "No more than one primary use be placed on any Lot nor shall any lot be further subdivided for the purpose of creating additional tots, ownerships, or building sites without first filing a replat.' 10. The final binding site plan map shall indicate by a clear dashed line, the required setbacks from all private, tract x or public roads. The dedication shall contain a statement that: 'Side yard and rear yard setbacks shall be determined at the time building permits are requested. The setbacks indicated on this binding site plan may be varied from if proper zoning approvals are obtained." 1 1 . That 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. 12. 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. A { Findings for BSP -17 -87 Page 3 13. The final plat dedication will contain the following statement: "The public water system, pursuant the WATER PLAN approved by County and State Health authorities, the local fire district, County Building & Safety Department, and water purveyor, will be installed within this 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 tot and prior to issuance of a building permit for each lot.' 14. That 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 the approved WATER PLAN for the Final Binding Site Plan% signed and stamped by said engineer. 15. That a survey is required prior to the filing of a final binding site plan. COUNTY ENGINEER'S CONDITIONS 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. That conditions of approval of the Binding Site Plan by the County Engineer is given subject to dedication of Right of Way and approval of the road sytem. In conjunction with phasing of the final Binding Site Plans, specific conditions appropriate to each phase will be specified. 2. The proposed Binding Site Plan 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. 3. The applicant shall deed to spokane County 14' feet of the subject property for Road Right of Way along Sullivan Road and shall construct an additional traffic lane along Sullivan Road from Marietta Avenue northward to the intersection of Euclid Avenue realigned. Construction may be phased as development occurs along the Sullivan Road frontage. 4. The applicant shall deed to Spokane County 48' feet of Right of Way for Marietta Avenue in the alignment as shown on the preliminary Binding Site Plan. 5. 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. 6. Prior to the filing of each phase of the final binding site plan, appropriate plans, profiles and cross sections as determined by the County Engineer for Sullivan Road, Euclid Avenue and/or Marietta Avenue showing proposed street centerline and curb grades be submitted for approval; road plans to be prepared under the direction of licensed professional Civil Engineer. Euclid Avenue road plans and improvement are to include full depth pavement design and construction (includes existing travelway connection to Flora Road). That appropriate road drainage plans and design calculations as determined by the County Engineer showing the alignment of drainage facilities be submitted for approval. Drainage plans to be prepared under the direction of a licensed professional Civil Engineer. The applicant shall submit for approval by the Spokane County Engineer prior to the release of a building permit a surface water disposal plan for the building site or portion thereof if the development is phased. Prior to the release of a building permit, a parking plan and traffic circulation plan for each site shall be submitted and approved by the Spokane County Engineer. The design, location and arrangement of parking stalls shall be in accordance with standard 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. Findings for BSP -17 -87 Page 4 Construction within the existing or 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. 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. 1 1 . All construction within the existing or proposed public right of way is to be completed prior to filing the 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. 12. The applicant shall construct Euclid Avenue and Marietta Avenue as shown on the preliminary binding site plan as public roads. These roadways shall be constructed in compliance with the typical roadway cross sections designated and approved by the County Engineer. A copy of those typical cross sections Is attached for inclusion in the `Conditions of Approval ". All other roadways shown on the preliminary binding site plan shall be private roads. 13. The change in alignment and vacation of current alignment of Euclid Avenue shall be approved by the Board of County Commissioners prior to the filing of the binding site plan containing that particular phase of the development. Prior to the acceptance of the new alignment of Euclid Avenue by Spokane County, the right of way for the new roadway must be deeded to the County and the new roadwaay constructed per the approved Typial Roadway Cross Section. The vacation %g of the existing Euclid Avenue will not become final until the new alignment is established by the Board of County Commissioners. The change in alignment and vacation of the current alignment of Euclid Avenue shall be approved by the Board of County Commissioners prior to the filing of the Binding Site Plan containing that particular phase of the realignment. 14. In conjunction with the realignment of Euclid Avenue the applicant is responsible for the reconstruction of the existing traffic signal system at the Sullivan Road and realigned Euclid Road intersection and for the construction of the entire additional traffic lane on Sullivan Road. 15. In conjunction with the requirements of Short Plat 86.457 the applicant is responsible for the future construction of a new traffic signal system at the intersection of Sullivan Road and Marietta Avenue when the Intersection meets traffic engineering warrants for traffic signal construction. 16. That the minimum curb radii at all street intersections within the proposal shall be 30' feet. Minimum radii at Sullivan Road intersections shall be 40' feet. 17. To construct the road improvements stated therein, 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 improvements pursuant to RCW 36.88, as amended. At such time as an RID is created or any road Improvement project Is sanctioned by Spokane County, the improvements required (curbs, pathways, drainage control, paving, traffic signal systems, etc.) will be at the sole expense of the undersigned owner, their heirs, grantees and assigns. 18. Should an RID be pursued, it shall be the responsibility of the applicant to provide road and drainage plans sufficient for the creation of a Road Improvement District. These plans shall be prepared by a licensed professional civil engineer and shall be prepared in compliance with Spokane County road standards and drainage guidellnes. In order to construct required roadway improvements on Sullivan Road, Marietta Avenue and Euclid Avenue the applicant may petition the Board of County Commissioners to create a Road Improvement District R.I.D. The RID must be created by the Board of County Commissioners prior to the filing of the binding site plan. Findings for BSP -17 -87 Page 5 1 9. The following statement shall appear on the binding site plan document "Parking will be prohibited along Euclid Avenue '. 20. A statement shall be placed on the binding site plan doucment which prohibits direct access from lots to Sullivan Road or Flora Road. 21 . Direct access from lots to Marietta Avenue and Euclid Avenue shall be limited to the access points approved by the County Engineer and as shown on the preliminary binding site plan. 22. A minimum 20' foot wide easement shall be provided along the east side of Sullivan Road and each side of the public road right of way on Euclid Avenue and Marietta Avenue. The purpose of the easement is to accommodate pathways, landscaping, and drainage from roadways. 23. A system of pathways, accessible -to the public, be constructed along Sullivan Road, Euclid Road and Marietta Avenue. The pathway is to be located within the common pathway, drainage and landscape easement area. That a statement shall be placed on the binding site plan permitting Spokane County to enter within the easement for the purpose of drywell and sign maintenance. Snow removed from the public roadways shall be permitted with the easement. Maintenance of pathways, drainage swales and landscaping areas shall be the responsiblity of the applicant. 2a. The proposed private roads as shown on the preliminary binding site plan are approved by the County Engineer. 25. The following statement must appear on the binding site plan document: "The private roads as shown hereon are easements which provide a means of ingress and egress for those lots within the binding site plan having frontage thereon." 26. Private road plans with connections to a public road are the responsibility of the developer and are required prior to the release of a building permit. A statement to this effect shall be placed in the binding site plan document. 27. Private roads be improved to a minimum improved surface width of 30' feet with a minimum 20' foot wide landscaping and drainage easement on either side of the roadway. Subject to approval under section 10.207 of the Spokane County Fire Code. 28. 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 on the binding site plan document. 29. The following statement shall be placed on the binding site plan document: "WARNING: Spokane County has no responsibility to build, improve, maintain or other wise service the private roads contained within or providing service to the properly 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, 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. 30. The following statement shall be placed on each phase of the binding site plan: "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 Road Improvement District (RID) by the petition method pursuant to Chapter 36.88 RCW, which petition includes the owner(s) property, and further not to object, by the signing of a ballot, the formation of a RID by the resolution method pursuant to Chapter 36.88 RCW, which resolution includes the owner(s) property. If a RID is formed by either the petition or resolution method, as provided for in Chapter 36.88 RCW, the owner(s) or successor(s) further agree: (1) that the improvements or construction contemplated within the proposed RID is feasible, (2) that the benefits to be derived from the formation of the RID by the properly included therein, together with the amount of any County participation, exceeds the cost and expense of formation of the RID, and (3) that the properly within the proposed RID is sufficiently developed. Provided, further, the owner(s) or successor(s) shall retain the right, as authorized under RCW 36.88.090, the object to any assessment(s) on the properly as a result of the improvements called for in Findings for BSP -17 -87 Page 6 conjunction with the formation of a RID by either petition or resolution method under Chapter 36.88 ROW. 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 on -site sewage disposal permit or 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. Prior to filing the final plat, the sponsor shall present evidence that the plat lies within the recorded service area of the water system proposed to serve the plat. 6. A public sewer system will be made available for the project and individual service will be provided to each lot prior to sale. Use of individual on -site sewage disposal systems shall not be authorized. 7. A statement shall be placed in the dedication to the effect that: "A public sewer system will be made available for the project and individual service will be provided to each lot prior to sale. Use of individual on -site sewage system shall not be authorized." 8. The dedicatory language on the plat shall state: "Use of private wells and water systems is prohibited." 9. The plat dedication will contain a statement to the effect that: "The public water system as approved by County and State health authorities and the local fire district and purveyor will be installed within this plat, and the subdivider will provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot." COUNTY UTILITIES DEPARTMENT CONDITIONS 1 . The dedication shall state: "The owner(s) or Successor(s) in interest agree to authorize the County to place their name(s) on a petition for the formation of ULID by petition method pursuant to ROW 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 ROW Chapter 36.94 which includes the Owner(s) property. PROVIDED, this condition shall not prohibit the owner(s) or suocessor(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 ROW Chapter 36.94 ". 2. Any water service for this project shall be provided in accordance with the Coordinated Water System Plan for Spokane County, as amended. 3. Project will connect to existing Park Sewer ystem Review and inspection of the sewer plans will be the responsibility of the applicant. BUILDING & SAFETY DEPARTMENT CONDITIONS 1 . The required fire flow for any building or property development is determined by building size, type of construction, and proximity of exposures. Required fire flows shall be based on an evaluation of each building at the time of building permit application. 2. Project is located within Fire District No. 1. The required fire flow is determined by the district. Findings for BSP -17 -87 Page 7 3. Fire hydrants for commercial and industrial buildings shall be located so that no portion of the building exterior is more than 175' feet from the hydrant. 4. Fire hydrants shall be located so as to be accessible to fire apparatus and not be obstructed by any structure or vegetation or have the visibility impaired for a distance of fifty feet in the direction of vehicular approach to the hydrant. 5. Specific location of hydrants shall be determined by the Fire District. 6. The applicant shall provide verification from the Fire District to the Department of Building and Safety that provisions have been made for adequate fire protection prior to the release of building permits. DEPARTMENT OF ECOLOGY A new water right application for any new wells will probably be required for this project. Please contact Mr. Rynear R. Huffman (509- 456 -6199) of Ecology's Eastern Regional Office for further information. 1 . Water main extension/water system expansions require the applicant to complete a Water System Plan and submit plans and specifications for approval before construction of the proposed water mains. Approved on :J da of 1988. DOUGLAS Subdivision Administrator OC: County Engineer County Utilities County Health District County Building & Safety Sponsor Surveyor File Parties of Record PLANNING DEPARTMENT BROADWAY CENTRE BOILOING N 721 JEFFERSON STREET PHONE 456-2205 SPOKANE WASHINGTON 99260 11011 or RE CEIVED J UL rz iy88 County EuBiaee�� President for Spokane Industri, stric FROM: DOUGLAS S. ADAMS, Subdivision Administrator RE: Condition #13 of the County Engineer's Departme on Spokane Industr Enclosed please find a corrected copy of the Findings of Fact, Conclusion and Decision for Binding Site Plan #17 - Spokane Industrial Park Project. Please note that the County Engineer's condition number 13 was originally shorted a paragraph. The corrected copy contains the missing paragraph. Thanks! SPOnANC COUNT' COO11-OUS1 *t C BEFORE THE SPOKANE COUNTY SUBDIVISION ADMINISTRATOR C ✓G�� Ot, el PLAN NO. SP BI 7-17 ; FC I ONCLUSIONAND DECISION � � e- THIS MATTER, an application from Spokane Industrial Park has been received a* decided upon, pursuant to Spokane County Subdivision regulations, on the 5th day of May, 1988. The individual signing below has further been properly delegated the responsibility for rendering the decision by the Spokane County Director of Planning. FINDINGS OF FACT AND CONCLUSION 1 . The proposal is to divide 160 acres into 46 lots for the development of Industrial lots. 2. The proposal is located in the north half of Section 12, Township 25 North, Range 44 E.W.M., Spokane County, Washington, lying north of the railroad between Sullivan and Flora Roads. 3. The current zoning of the property is Manufacturing, established in 1960. The proposed lot sizes, frontage and intended uses are allowed within this zone. 4. The Spokane County Comprehensive Plan designates this area as Industrial. The lots and uses proposed are generally in accord with this planning category. 5. The required public notice was provided for this proposal and agencies having a potential interest in the project were notified and asked for recommendations. 6. There was a recommendation for a more detailed environmental review from the Spokane County Engineers. The sponsor and the Spokane County Engineers have agreed upon necessary road improvements and phasing of development to mitigate potential improvements and phasing of development to mitigate potential adverse traffic impacts. A mitigated Determination of Nonsignificance is substituted for the original D.N.S.. The mitigating measures recommended by the Spokane County Engineer's have been agreed upon by the sponsor to generally reduce anticipated traffic impacts of the proposal. That in consideration of the recommended conditions and Spokane County development standards, the proposal is not detrimental to the public health, safety and general welfare. That the project is proposed to have phased development in three stages with necessary improvements constructed to meet the needs of each phase. Such phasing is consistant with subdivision practices. That the provisions of the Manufacturing Zone and other sections of the Spokane County Zoning Ordinance apply to the use of the individual lots. DECISION Based upon the above noted Findings of Fact, Binding Site Plan Application BSP- 87-17 is hereby APPROVED subject to conditions noted below which shall be complied with by the applicant and/or sponsor prior to finalization of the binding site plan. Findings for BSP -17.87 Page 2 1 . The preliminary binding site plat of record approval is for the property legally described in the application for this proposal. 2. That the Final Binding Site Plan be designed substantially in conformance with the preliminary binding site plat of record as legally described and advertised. No increase of lot number shall occur without a new application submittal and approval. 3. The Spokane County Subdivision Administrator shall review any proposed Final Binding Site Plan to insure compliance with the Findings and Conditions of Approval. 4. That the preliminary binding site plan be given conditional approval for three (3) years to June 1, 1991. The applicant may request an Extension of Time by submitting a written request forty -five (45) days prior to the above expiration date. 5. That a Final Binding Site Plan number be indicated before the final binding site plan is filed; such number to be approved by the County Planning Director /Designee. 6. That appropriate road names be indicated on the binding site plan. 7. That appropriate utility easements be indicated on copies of the proposed final binding site plan. Written approval of said utility easements by said utility companies must be received with the submittal of the final binding site plan. 8. That 3 current certificates of title be furnished the County Planning Department prior to filing the final binding site plan. 9. That the following statement be placed in the final binding site plan dedication: "No more than one primary use be placed on any Lot nor shall any lot be further subdivided for the purpose of creating additional lots, ownerships, or building sites without first filing a replat." 10. The final binding site plan map shall indicate by a clear dashed line, the required setbacks from all private, tract x or public roads. The dedication shall contain a statement that: "Side yard and rear yard setbacks shall be determined at the time building permits are requested. The setbacks indicated on this binding site plan may be varied from if proper zoning approvals are obtained." 1 1 . That 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. 12. 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. Findings for BSP -17 -87 Page 3 13. The final plat dedication will contain the following statement: 'The public water system, pursuant the WATER PLAN approved by County and State Health authorities, the local fire district, County Building & Safety Department, and water purveyor, will be installed within this 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.' 14. That 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 the approved WATER PLAN for the Final Binding Site Plan', signed and stamped by said engineer. . 15. That a survey is required prior to the filing of a final binding site plan. 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. That conditions of approval of the Binding Site Plan by the County Engineer is given subject to dedication of Right of Way and approval of the road sytem. In conjunction with phasing of the final Binding Site Plans, specific conditions appropriate to each phase will be specified. 2. The proposed Binding Site Plan 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. 3. The applicant shall deed to spokane County 14' feet of the subject property for Road Right of Way along Sullivan Road and shall construct an additional traffic lane along Sullivan Road from Marietta Avenue northward to the intersection of Euclid Avenue realigned. Construction may be phased as development occurs along the Sullivan Road frontage. 4. The applicant shall deed to Spokane County 48' feet of Right of Way for Marietta Avenue in the alignment as shown on the preliminary Binding Site Plan. 5. 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. 6. Prior to the filing of each phase of the final binding site plan, appropriate plans, profiles and cross sections as determined by the County Engineer for Sullivan Road, Euclid Avenue and/or Marietta Avenue showing proposed street centerline and curb grades be submitted for approval; road plans to be prepared under the direction of licensed professional Civil Engineer. Euclid Avenue road plans and improvement are to include full depth pavement design and construction (includes existing travelway connection to Flora Road). That appropriate road drainage plans and design calculations as determined by the County Engineer showing the alignment of drainage facilities be submitted for approval. Drainage plans to be prepared under the direction of a licensed professional Civil Engineer. The applicant shall submit for approval by the Spokane County Engineer prior to the release of a building permit a surface water disposal plan for the building site or portion thereof If the development is phased. Prior to the release of a building permit, a parking plan and traffic circulation plan for each site shall be submitted and approved by the Spokane County Engineer. The design, location and arrangement of parking stalls shall be in accordance with standard 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. Findings for BSP -17.87 Page 4 Construction within the existing or 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. 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. 1 t . All construction within the, existing or proposed public right of way is to be completed prior to filing the 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. 12. The applicant shall construct Euclid Avenue and Marietta Avenue as shown on the preliminary binding site plan as public roads. These roadways shall be constructed in compliance with the typical roadway cross sections designated and approved by the County Engineer. A copy of those typical cross sections is attached for inclusion in the "Conditions of Approval ". All other roadways shown on the preliminary binding site plan shall be private roads. 13. The change in alignment and vacation of current alignment of Euclid Avenue shall be approved by the Board of County Commissioners prior to the filing of the binding site plan containing that particular phase of the development. L�yy Prior to the acceptance of the new alignment of Euclid Avenue by Spokane County, the right of way for the new roadway must be deeded to the County and the new roadwaay constructed per the approved Typial Roadway Cross Section. The vacation of the existing Euclid Avenue will not become final until the new alignment is established by the Board of County Commissioners. The change in alignment and vacation of the current alignment of Euclid Avenue shall be approved by the Board of County Commissioners prior to the filing of the Binding Site Plan containing that particular phase of the realignment. 14. In conjunction with the realignment of Euclid Avenue the applicant is responsible for the reconstruction of the existing traffic signal system at the Sullivan Road and realigned Euclid Road intersection and for the construction of the entire additional traffic lane on Sullivan Road. 15. In conjunction with the requirements of Short Plat 86 -457 the applicant is responsible for the future construction of a new traffic signal system at the intersection of Sullivan Road and Marietta Avenue when the Intersection meets traffic engineering warrants for traffic signal construction. 16. That the minimum curb radii at all street intersections within the proposal shall be 30' feet. Minimum radii at Sullivan Road intersections shall be 40' feet. 17. To construct the road improvements stated therein, 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 improvements pursuant to RCW 36.88, as amended. At such time as an RID Is created or any road Improvement project Is sanctioned by Spokane County, the improvements required (curbs, pathways, drainage control, paving, traffic signal systems, etc.) will be at the sole expense of the undersigned owner, their heirs, grantees and assigns. 18, Should an RID be pursued, it shall be the responsibility of the applicant to provide road and drainage plans sufficient for the creation of a Road Improvement District. These plans shall be prepared by a licensed professional civil engineer and shall be prepared in compliance with Spokane County road standards and drainage guldellnes. in order to construct required roadway improvements on Sullivan Road, Marietta Avenue and Euclid Avenue the applicant may petition the Board of County Commissioners to create a Road Improvement District R.I.D. The RID must be created by the Board of County Commissioners prior to the filing of the binding site plan. Findings for BSP -17 -87 Page 5 19. The following statement shall appear on the binding site plan document "Parking will be prohibited along Euclid Avenue ". 20. A statement shall be placed on the binding site plan doucment which prohibits direct access from lots to Sullivan Road or Flora Road. 21 . Direct access from lots to Marietta Avenue and Euclid Avenue shall be limited to the access points approved by the County Engineer and as shown on the preliminary binding site plan. 22. A minimum 20' foot wide easement shall be provided along the east side of Sullivan Road and each side of the public road right of way on Euclid Avenue and Marietta Avenue. The purpose of the easement Is to accommodate pathways, landscaping, and drainage from roadways. 23. A system of pathways, accessible to the public, be constructed along Sullivan Road, Euclid Road and Marietta Avenue. The pathway is to be located within the common pathway, drainage and landscape easement area. That a statement shall be placed on the binding site plan permitting Spokane County to enter within the easement for the purpose of drywell and sign maintenance. Snow removed from the public roadways shall be permitted with the easement. Maintenance of pathways, drainage swales and landscaping areas shall be the responsiblity of the applicant. 24. The proposed private roads as shown on the preliminary binding site plan are approved by the County Engineer. 25. The following statement must appear on the binding site plan document: "The private roads as shown hereon are easements which provide a means of ingress and egress for those lots within the binding site plan having frontage thereon." 26. Private road plans with connections to a public road are the responsibility of the developer and are required prior to the release of a building permit. A statement to this effect shall be placed in the binding site plan document. 27. Private roads be improved to a minimum improved surface width of 30' feet with a minimum 20' foot wide landscaping and drainage easement on either side of the roadway. Subject to approval under section 10.207 of the Spokane County Fire Code. 28. 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 on the binding site plan document. 29. The following statement shall be placed on the binding site plan document: "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 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, 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. 30. The following statement shall be placed on each phase of the binding site plan: "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 Road Improvement District (RID) by the petition method pursuant to Chapter 36.88 RCW, which petition Includes the owner(s) property, and further not to object, by_ the signing of a ballot, the formation of a RID by the resolution method pursuant to Chapter 36.88 RCW, which resolution includes the owner(s) property. If a RID is formed by either the petition or resolution method, as provided for in Chapter 36.88 RCW, the owner(s) or successor(s) further agree: (1) that the improvements or construction contemplated within the proposed RID is feasible, (2) that the benefits to be derived from the formation of the RID by the property included therein, together with the amount of any County participation, exceeds the cost and expense of formation of the RID, and (3) that the property within the proposed RID is sufficiently developed. Provided, further, the owner(s) or successor(s) shall retain the right, as authorized under RCW 36.88.090, the object to any assessment(s) on the property as a result of the improvements called for in Findings for BSP -17 -87 Page 6 conjunction with the formation of a RID by either petition or resolution method under Chapter 36.88 RCW. COUNTY HEALTH DISTRICT CONDITIONS 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 on -site sewage disposal permit or 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. Prior to filing the final plat, the sponsor shall present evidence that the plat lies within the recorded service area of the water system proposed to serve the plat. 6. A public sewer system will be made available for the project and individual service will be provided to each lot prior to sale. Use of individual on -site sewage disposal systems shall not be authorized. 7. A statement shall be placed in the dedication to the effect that: "A public sewer system will be made available for the project and individual service will be provided to each lot prior to sale. Use of individual on -site sewage system shall not be authorized." 8. The dedicatory language on the plat shall state: "Use of private wells and water systems is prohibited." 9. The plat dedication will contain a statement to the effect that: "The public water system as approved by County and State health authorities and the local fire district and purveyor will be installed within this plat, and the subdivider will provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot." The dedication shall state: 'The owner(s) or Successor(s) in interest agree to authorize the County to place their name(s) on a petition for the formation of ULID by petition method pursuant to RCW 36.94 which the petition includes the Owner(s) property and further not to object by the signing of a protest petition against the formation of a ULID by resolution method pursuant to RCW Chapter 36.94 which includes the Owner(s) property. PROVIDED, this condition shall not prohibit the owner(s) or successor(s) from objection to any assessment(s) on the property as a result of improvements called for in conjunction with the formation of a ULID by either petition or resolution method under RCW Chapter 36.94 ". 2. Any water service for this project shall be provided in accordance with the Coordinated Water System Plan for Spokane County, as amended. 3. Project will connect to existing Park Sewer System Review and inspection of the sewer plans will be the responsibility of the applicant. 1 . The required fire flow for any building or property development is determined by building size, type of construction, and proximity of exposures. Required fire flows shall be based on an evaluation of each building at the time of building permit application. 2. Project is located within Fire District No. 1. The required fire flow is determined by the district. Findings for BSP -17 -87 Page 7 3. Fire hydrants for commercial and Industrial buildings shall be located so that no portion of the building exterior Is more than 175' feet from the hydrant. 4. Fire hydrants shall be located so as to be accessible to fire apparatus and not be obstructed by any structure or vegetation or have the visibility impaired for a distance of fifty feet in the direction of vehicular approach to the hydrant. 5. Specific location of hydrants shall be determined by the Fire District. 6. The applicant shall provide verification from the Fire District to the Department of Building and Safety that provisions have been made for adequate fire protection prior to the release of building permits. DEPARTMENT OF ECOLOGY 1 . A new water right application for any new wells will probably be required for this .project. Please contact Mr. Rynear R. Huffman (509- 456 -6199) of Ecology's Eastern Regional Office for further Information. DEPARTMENT OF SOCIAL AND HEALTH SERVICES 1 . Water main extension/water system expansions require the applicant to complete a Water System Plan and submit plans and specifications for approval before construction of the proposed water mains. Approved on ✓ day of 1988. DOUGLAS Subdivision Administrator CC: County Engineer County Utilities County Health District County Building & Safety Sponsor Surveyor File Parties of Record ��� � 1 1 Y ° �Q I .- _...Y. -- - .� ,��_ -- =�_. .. � y l � t L.� . _ �,- L .. ... � � r �... F _ ���� w r PUBLIC WORKS DEPARTMENT CFFICE OF COUNTY ENGINEER RONALD C. HORMANN, P.E. COUNTY ENGINEER SPOKANE, WASHINGTON 99260 -0170 October 21, 1987 Mr. John Riley Witherspoon, Kellev ONB Building, Suite Spokane, WA 99201 Dear Sir: Davenport 6 Toole - 1100 RE Sprague and Gillis Enciosed for your.review and approval is the agreement concerning the installa— tion of the traffic signal system at the intersection of Sprague Avenue and`Gillis Road in connection with the new Rosauer's complex. Our proposed schedule for the project, if you wish to proceed, is to perform the preliminary engineering and oc— qui,re the equipment this winter, and tali for bids for an early spring conrract. As relayed to you previously, the estimated cost of the project is $80,000. The agreement calls for the deposit of $8,000 or ten percent (10,.), to initiate the preliminary engineering work and order the necessary equipment. After bids are re— ceived, but before awarding the contract, the balance of costs are to be deposited with Spokane County, including 20.engineering, contingencies and administration. Upon completion of construction, the actual cost of the project will be deducted from your deposit, with any'excess being refunded. we trust this proposal and agreement meet with your approval. If so, phase return the signed agreement together with the initial $8,000 deposit to this office for further handling and presentation to the Board of County Commissioners for approval. Very truly yours, VS /set Enclosure Ronald C. Hormann, P.E. Spokane County Engineer Verril Smale Engineering Administrator Puhlic Works Ruddino / North Al l Jpffprsnn Strppt / Spokane. Waahinoton 99260 -0170 .15091456-3600 ,10. �.i . l, r.-- „ar.., it r f BEFORE THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON RESOLUTION NO. 87 li2l IN THE MATTER OF PARTICIPATION ) AGREEMENT FOR SPRAGUE AVENUE AND GILLIS) R E S O L U T I O N ROAD TRAFFIC SIGNAL INSTALLATION ) ---- - - - - -- COUNTY ROAD PROJECT NO. 2279 ) WHEREAS, The University City, Inc. a Washington Corporation, is desirous of improving the intersection of Sprague Avenue and Gillis Road by installation of a traffic signal system and appurtenant channelization and roadway improvements, which improvements are for the purpose of enhancing access to property at Sprague Avenue and Gillis Road; and WHEREAS, The University City, Inc. has agreed to pay the total costs and expenses of the project; and WHEREAS, An agreement has been prepared for execution by the Developers and Spokane County for the mutually agreed conditions and the County Engineer recommends execution by Spokane County. THEREFORE, BE IT,RESOLVED By the Board of County Commissioners of Spokane County, Washington, that the Agreement between Spokane County and University City, Inc. for the improvement of Sprague Avenue and Gillis Road is hereby approved and the Chairman of the Board hereby authorized to execute.same by and on behalf of Spokane County. PASSED AND ADOPTED By the Board of County Commissioners of Spokane County, Washington, this 17th day of November, 1987. ATTEST: JILLIAM E. DONAHUE .CLERK OF THE BOARD BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON C R E E M E N IINWERST19 0ffyemFp.tt, dated this i7 day of Ll!�Z 1987, by and between WasL tr.n c•n;nu - for itself, its, heirs, executors, administrators, successors or assigns, hereinafter called the "DEVELOPER," and SPOKANE COUNTY, a municipal corporation in the State of Wa:ahfngton, for the purpose of improving the intersection of Sprague Avenue and (;'Ills ROad by lustallatiou of traffic signal system and appurrenant chaunellzatlon and roadway LtnprOVements, which 1nq are for the purpose of enhancing access to Developer's property under the folluwing mutually agreed conditions, to wit: Spokane County agrees to perform the following: 1. To prepare plans, specifications and estimate of cost for the project and Call for Bids from private contractors to accomplish said work. 2. To enter into a contract with the contractor submitting the lowest and best bid, subject to the approval of the Developer, and the deposit by the Developer of the contract amount, including signal equipment, plus 207 for construction engi- neering, inspection and contingencies with Spokane County. 3. To pay the contractor amounts due as the work is accomplished. 4. To deduct from the Developer's deposit the total costs and expenses of the pro- ject. upon the completion thereof, including engineering, administration and associated costs. 5. To refund any balance of the Developer's deposit in excess of the total cost and expense of the improvement, or 6. To bill the Developer for the costs and and expenses of the project which exceed the deposit amount, if any. 7. Upon completion of the work to accept the same as part of the County road system and assume maintenance responsibility therefor. The Developer agrees as follows: 1. To deposit the amount of Eight 'Thousand and N0/100 Uc,lj,n's ($8,fiiJO.D(1) wlth Spokane County at the time of execution of this Agreement to initiate prelimin- ary engineering for the project. 2. After bid opening by the County, but prior to award of the contract, to promptly deposit the contract amount, including signal equipment, plus twenty percent for construction engineering, inspection, contingencies, and associated costs with Spokane County. 3. To pay promptly to the County, as billed, for any and all costs of the project which exceed, the deposit amounts. THE PARTIES are here agreed that this is the whole and complete statement of their agreement. APPROVED: 5. i / y Spokane County Engineer APPROVED AS TO FO M: 5� -,Q-- UIiVEL01'GR: I!ij 1 l'ICItS ( "I " (: I'S'I.- _I.ILG._. L --- Wnshiu,tun cn puratiun B � r Bus. Address: _1_LL•. SPOKANE COUNTY pepu[y rosecutlitg rtrturtTey By: CIc rman of the Boa d of County Commissioners of RN -1/81 Spokane County, Washington A 1 OFFICE OF SPOKANE COUNTY ENGINEER 1--t (Check one) l_.1 PROJECT AUTHORIZATION REQUEST rl UPDATED COST ESTIMATE U Access Arterial DATE / ; 0 A 7' REQUESTED BY PROGRAM ITEM NO. TYPE OF WORK: CONTRACT PROGRAM YEAR LOCATION: ROAD NAME /BRIDGE NO. G & Gillis Traffic FED AID NO. from Signal System Milepost to Milepost MAINTENANCE DISTRICT NO. 4 Length DESCRIPTION OF WORK: (Check if revision cDracue & Gillis Traffic Signal System Installation PROJECT FUNDING: SOURCE OF FUNDS (Indicate source and percent of match. If project in- volves more than one program year, attach schedule of required funds by year) CE R/u CONST. OTHER, CONT1HG. TOTAL ESTIMATE STATUS vrevlous Autn- LOunty orization Amt. Road Funds PP,OG PE i PS &E CONTRACT c;o�C C.O. FINAL OTHER TOTAL FUNDING RESTRICTION /DEADLINES 1. OFFICE MANAGER RESOLUTIOI NEEDED � 5. RESOLUTION NO. r =c.'_ 9 -cam 9.r�ovs�c- a++re � �. OP T1 N EN 6. ASSIGN PROJECT MANAGER �Lij io /S J. P LANNING "HFFIC ENGR. 7. ACCOUNT SUPRV. • CO. ENGINEER ,. MANAGER' )riginal to: Project File ;opies to: Project Manager, Accounting & 1211/4 Gary Kennaly (ATTACH SUPPORTING INFORMATION I.E F CRP /ID NO. ASSIGNED �. FUNDING APPROVALS, REVISED ESTIMATES, ETC.) RELOCATE ALL FENCES TO7.5'NORTH.. TYPEW' DRYWELL W/ TYPE "B "DRYWELL TYPE I GRATE TYPE I_GRATE STA. 4+00 STA.5 +70 TOP OF GRATE TOP OF GRATE EL. 2010.70 2009.85 SEE NOTE 2 SEE NOTE 2 _..n9 2p e OF CURB TYPE B 'DRYWEL TYPE 2 GRATE STAB +00 I TOP OF GRATE EL2009.70 \ ISEE NOTE2 1. r r'C' \ — � r� T T T �'l�T \� � T r T n��'••C T� ,,REMOVE, EXIST. _GATE _8 FENCE grill 6g omit is u ASPHALT ---- 3 SIDEWALK AS PER NTY STANDARDS 2007 - a 0 0 0 m m� MQ U Gil C ALT 8k BASE LRELOCATE CHAIN LINK FENCE TO EASEMENT LINE TRACT "A" INSTALL STORM WATER / PIPING AS PER SPOKANE - L COUNTY STANDARDS. E I INLET � TEND 0 18 P . col � n EW 004 -ci It J o. U) N 7 BOTTOM OF SWALE EL. 2006:00 TYPE "B" DRYWELL STA. 5+53 INLET EL. 2006.5 STA. MATCH 10 SAWCUT & R EXIST. AS1W BASE. REIhA _ N NEW SPEIFI i i 1 CTn'Z C f CC�RT n1� 39 W � 2= & °`i. °a c 820.00' i.�iu�su / l 05. 15.4 EXIST. �0 SO H TYPE ° A" DRYWELL STA. 6 +20 INLET EL. 2006.5 'v 1 I I I� 0 EUCLID AVE.= Y a J a_ F- 0 0 Z 0 N W ir F- 0 �I L- BOT1r?V c EL. 200 L MATCH TO EXI` ASPHALT. BOTH LL LL 60 P, o: Taylor Engineering, Inc. civil Design and Land Planning West 108 Mission Avenue, Suite 208 Spokane, Washington 99201 Phone: (509) 328 -3371 FAX (509) 328 -8224 MEMORANDUM VIA FACSIMILE_ To: ._ Date: — ' Attn: . s .R-kj— 1 C1 :xC^! Time: FAX- Fr om: — Subject: Uessage consists of page(s) including cover sheet. r ,72 u OuJ h P ioort -7� i r.y l��P, l�p1V= /Gc` ?i4f_ V16 C:1JGCtt r•�FT: axr err Sri= Yap oi :: >y,� Pi�<, 5/fa. ,,g n�rva:lr�,:r•L Ru�%a'°r l ^ ;C ., iri F� 5X15y i,vC, %•.f: ,,rioc�t.G P.,t r ?ItF t�A �'c -. t f' i f 'i 0 o , Ur R, y ti N Y C i 0 1 (J r/ /)q t f' i f 'i 0 o , Ur R, y ti N Y C i 0 XISTING ELEVATION _XISTING, CONTOURS :08 SWAGES EW CUfiB3 :Y(STI( G`:EDGIE OF ASPHALT 43V DRYWELLLS ` OF CURBS - ELEVATION XS-T- CATCH - BASIN / -- - - - '- INTERLINE :CURB DROP 30TTOM OF SWALE � .!SIA' ASPHALT PAVING I' _ SECTION LINE f TYPE A DRYWELL STA.8 +50 E L. 2003.32 I RESTORE ALL LANDSCAPING TO ADITION. THIS INCLUDES ADDING I STING SPRINKLER SYSTEM TO OVERAGE. (INCIDENTAL) k4VE GAS LINES FIELD • CWATING. - _ , BE CENTERED 096' OFF FACE OF CURB : /DWs 8 GRATES TO BE IRNED TO COUNTY YARD. 7- olm f .75 , o 6- TYPE "B "DRYWELL,`' Ltd z O c =. 3/ CFS INL.E': EL 2004.29 -F a 0 STA.9 +45.40 SULLIVAN R D.= OD STA. 0+00.00 SOUTH COURT PK. ?� -a - --.p;- In -1 // ` 1 T -N t[WI / i4 -__. \ - o zoom _ zooz– - 2007 —x J j - B "H.P.G. T — 10 REMOVE EXIST.' R OVE EX B'S S O EE NOT E LIRB DROPS CHART BELO:. iTYP.}� SEE CHr r 6' COSTA.8 +80 _ _ _ q•� _ _ _ _ _ _ _` _ SEE ' ro� aoosna 7. esi �, M A TC 200 ai 0 TOT =466.' m 0 co 01 BOTTOM OFIa I m � W SWALE EL. 2002.82 I r I O.E. LIMITS OF NEW CONSTRUCTION :IF- - CURBS INSTALLED AT GRADES LESS THAN o.8% SHALL. REQUIRE WRI iTEN. CERTIFICATION BY AN WDEPENDANT SURVEYOR AS TO 1TiE ACCURACY OF THE CURB FORM PRIOR TO CONCRETE POUR. FORMS SHALL BE CHECKED AT 25' 'STAnONS. CERTIFICATION SHALL BE SUBMITTED TO THE SPOKANE COUNTY ENGINEER. 104 V r— LLd F La > Z O W p m J 9 Lim O 104 V r— F O W p m O O N m tO O m N N N +- N i W W ♦ J W�O -j W — h J Q _O aQ Q uj 0 3 h` N >a f C N '.r, m N 0 in .. ... YI 1 _ 'TYPE #l B"DRYlNELL V!V TYPE I GRATE END OF CURB TC? OF GRATF EL 2003.74 SEE NOTE 4 h N CEFITER LINE, 5' CURB DROP STATIONING STA. ST',. I STA IU +05 1 !I:•25 I 12-too 10 +40 1 1It63 13 +20 10 +8 Y 12 +75 13 + 7 N t _a ° a ° ir cd �Q m cp m� 0 o V O mG -- W J N W.J M:W Jrn W -J uj d �h O' 3r,` 3ra at-az, 81 NN Nv)' NW N4. `SAW CUT. •ALL'' ASPHAL -T T( REMOVED. REMOVE DRIVE'jC -- OF CURB- .yf8UILD TO, N' , CURB%WITH`4 ° TOP COURSE a 3 "A.C.P.,: (INCIDENTAL) • _ T v SPOKANE IN. 1 13 - 2 jN PROJECT T _ ASP. /ib z'-- Designed a�� Date � Checked /� -� Sheet _`� Of 7 Taylor Eng- ineering Inc. Civil Design and Land Planning /,4rJAL4' OF PROJECT S /LIO ZZ Designed Q �'" g Date 2 7� Checked -; - Sheet -.5-Of Z P�fi,!�rn) /.�nJGt7f/ OF T2'F�7 -'946 Q = .90 (3•/ 9 • IMMA xr ta X. 2/ JWW Taylor Engineering Inc. Civil Design and Land Planning PROJECT /1�0 2, Designed d - -^ ! �� Date Checked_ Sheet -L—Of �?.4,�)n) n G ° 'Wi l , ® Taylor Engineering, Civil Design and Land Planning Inc. PROJECT A -' . Z;-- Designed g �- - - — Date ;4/9,0 ? ' � � SheetZOf .2 i = . 90 Q = GZA Taylor Engineering Inc Civil Design and Land Planning W. 106 Mission Ave. • Spokane, WA 99201 • (509) 328 -3371 FAX (509) 328 -8224 -- 1 1 OF MEaf. - aRo' PROJECT Designed — Date '?//)A'/) Checked 'l ' Sheet 7--of V V I. _�f Sr C'X'_'- i 7 7r � Nsp ' f Civil Design and Land Planning nc. SPOKANE COUNTY COURT HOUSE J 01= 1 ^ICL^ OP' COUNTY ENGINEER /�< �a� RE: �J t Gentlemen: Ronald C. Hormann, P.E. COUNTY ENGINEER + S - 1 �W,%1S 99260 Date: / O/ ell 0 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 bans 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 Gar S p� Planning Engineer GSN287:sla Attachment Public Works Building North 811 Jefferson Street Spokane, Washington 99260 P09) 456-3600 Taylor Engineering, Inc. W. 108 mission Avenue, Sulte 208 Spokane. Washington 99201 (509) 528 -9571 (PAX) 928 -8224 TO: =tpn A2J l'b. Fn7 �. LETTER OF TRANSMITTAL DAIS Z z8 JOB. NO. ATTENIT N O E L/ WE ARE SENDING YOU 4 ATTACHED El UNDER SEPARATE COVER O SHOP DRAWINGS EJ PRINTS 4 PLANS O ANALYSIS 0 COPY OF LETTER O CHANGE ORDER 0 THE FOLLOWING ITEMS: 0 SPECIFICATIONS COPIES DATE NO. DESCRIPTION FOR YOUR USE 0 — rn O AS REQUESTED RETURNED FOR CORRECTIONS O RETURN — CORRECTED PRINTS / — s Lc — — .,. u 6 O THESE ARE SUBMITTED AS CHECKED BELOW: [�f FOR APPROVAL APPROVED AS SUBMITTED 0 RESUBMIT COPIES FOR APPROVAL FOR YOUR USE 0 APPROVED AS NOTED O SUBMIT _ COPIES FOR DISTRIBUTION O AS REQUESTED RETURNED FOR CORRECTIONS O RETURN — CORRECTED PRINTS F FOR REVIEW AND COMMENT O ' .J � I • . 'i ii i Gam' I, '� COPY To SIGNED `Sa a te,_ ��1 DRAINAGE EASEMENT That portion of the Southwest One Quarter of Section 1,T.25N., R44E., W.M., Spokane County Washington described as follows: Commencing at the Southwest corner of said Section 1; Thence S.89 ° 14'28 "E., along the South line of said Section 1 and the center line of Euclid Avenue, 608.00 feet; thence N.0 0 45'32 "E., 37.00 feet, to the North right of way line of Euclid Avenue and the True Point of Beginning; thence N.0 ° 45'32 "E., 43.00 feet; thence N.89 ° 14'28 "W., 133.00 feet; thence S.0 0 45'32 "W., 43.00 feet, to the North right of way line of Euclid Avenue; thence S.89 ° 14'28 "E., along said North line of Euclid Avenue, 133.00 feet to the True Point of Beginning. Area= 5,719 square feet LLL /sdm 90 -093 DRAINAGE EASEMENT That portion of the Southwest One Quarter of Section 1,T.25N., R44E., W.M., Spokane County Washington described as follows: Commencing at the Southwest corner of said Section 1; Thence 5.89 ° 14'28 "E., along the South line of said Section 1 and the center line of Euclid Avenue, 608.00 feet; thence N.0 0 45'32 "E., 37.00 feet, to the North right of way line of Euclid Avenue and the True Point of Beginning; thence N.0 0 45'32 "E., 43.00 feet; thence N.89 0 14'28 "W., 133.00 feet; thence S.0 0 45'32 "W., 43.00 feet, to the North right of way line of Euclid Avenue; thence S.89 ° 14'28 "E., along said North line of Euclid Avenue, 133.00 feet to the True Point of Beginning. Area= 5,719 square feet LLL /sdm 90 -093 NO. 47374 — t.IABAlry $1.000.00 FFES 996.00 48 0012 30 000194 CEIICAGO TITLE INSURANCE COMPANY a corporation, herein called the Company, GUARANTEES herein called the Assured, against actual loss not exceeding the liability amount stated above which the Assured shall sustain by reason of any incorrectness in the assurances set forth in Schedule A. LIABILITY EXCLUSIONS AND LU*UTATIONS 1. No guarantee is given nor liability assumed with respect to the identity of any party named or referred to in Schedule A or with respect to the validity, legal effect or priority of any maser shown therein. 2. The Company's liability hereunder shall be limited to the amount of actual loss sustained by the Assured because of reliance upon the assurance herein set forth, but in no event shall the Company's liability exceed the liability amount set forth above. Dated: June 7. 1991 at 8:00 a.m CHICAGOTI LE INSURANCE COMPANY By Au harlitd Sig a u,e Please note carefully the liability exclusions and limitations and the specific assurances afforded by this guaran- tee. If you wish additional liability, or assurances other than as contained herein, please contact the Company for further information as to the availability and cost. SPOKANE COUNTY TITLE COMPANY Rock Pointe Tower Suite 300 W. 316 Boone Ave_ SFokane, WA. 99201 (509) 326 -2626 FAX (50)) 327 -7570 AFTER RECORDATION PLEASE MAIL TO: Loan No. '292 -3- 003756 Spokane Industrial Park, Inc. ' 11, 671 au 1337 P.C. Pox 3727 U 0 IV 28013U Spokane, ua. 99220 SATISFACTION OF MORTGAGE C- 159695-93 5l j ::: -.:. 4 t KNOW ALL MEN BY THESE PRESENT: That I RAINIER NATIONAL BANK, a national banking association, a corporation, i the owner and holder of that certain . mortgage bearing data August 20, 1971 ? I executed by SpoLANE INDUSTRIAL PARK, INC. A CORPORATION " . to secure payment of the sum of _- POUR'MILLION ONE UUNDRED THOUSAND AND NO /100che -- - -- Dollars (S 6.100,000.00) and Interest, and I j and rscarded in the office of the County Auditor of Spokane County, State of Washington, an August 20, 1971 , In.volume 100 of i j Mortgages, at page 766 being Auditor's file N0. 5705360 , does f hereby acknowledge that the said mortgage has been FULLY SATISFIED AND DISCHARGED, j and does hereby authorlZe and direct the said County Auditor to enter full satisfaction F i thereof of record. :.. .. IN. WITNESS WHEREOF, said corporation has caused this Instrument to be executed by its proper officers and Its corporate seal to be hereunto affixed this ,' 20th day f Of December, 1983. t ' - pQ �jEm RAINIER NATIONAL BANK iL '� Pi:d"?HA�DMTIM , /y, f :t > Titr• f 9 L rtgage Loan Conveyance Officer !!!! - I VA S IL -,$�, Cerart i : crJ'Y Mortgage Lmpkh Conveyance Officer .. �.,..,! ell ;, STATE OF WASHINGTON) ) COUNTY OF KING � 7 On this 20th day Of December, 1983 , before me, the undersigned, a Notary Public in and for the State Of Washington, duly commissioned and sworn, personally appeared L. N. Trettin and R. E. Cozart to inn known to be the Mortgage Loan Conveyance Officers of RAINIER NATIONAL BANK, the corporation that executed the foregoing instrument, and acknowledged the said in- strument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that they are authoriZed to execute the said instrument and that the seal affixed Is the corporate seal of said corporation. Witness my hand and official seal hereto affixed the day and yes first above written. i at vrderxt u,ly a AFTER RECORDATION PLEASE MAIL TO: Loan No. 292 -3- 003756 Spokane Industrial Park. Inc. IfF, • Spo one. Washington 99220 _ 87 011' 280047 671 ►):E133� ` SATISFACTION OF MORTGAGE. 1 I C- 1 59695-93 SW iz- ZS -y�( KNOW ALL MEN BY THESE PRESENT: That RAINIER NATIONAL BANK, a national banking association, a corporation, the owner and holder of that cortaln mortgage bearing date November 30. 1973 executed by ' SPOKANE INDUSTRIAL PARK. INC., a corporation i ( I 1 to Saturn payment of the sum of- -THREE MILLION FIYS HUNDRED PORTT -SEVEN TNOUS.t.XT SEE HUNDRED FIFTY and 331100ths - ---- Dollars (S 3.567,650.33 ) and interest, and and recorded In the office of the County Auditor of Spokane County, State of Washington, on November 30. 1973 , in Volume 181 of Mortgages, at page 296 being Auditor's File No. 7311300292 does hereby acknowledge that the said mortgage has been FULLY SATISFIED AND DISCHARGED, and does hereby authorize and direct the said County Auditor to enter full satlsfe_110 `I thereof of record. IN WITNESS WHEREOF, said corporation has caused this Instrument to be executed by Its proper officers and Its corporate seal to be hereunto affixed this 20th day of .December, 1983. :FILED OF P a tr[ ..kFgnv=,TM - -- RAINIER NATIONAL BANK Q�c,18 9 0214'B3 1 tIllIAN % CCX,:113E v AUlIfTO SPOKANE COUNTY, R'ASIL. DEPUTY L aai.+.aJ 11 STATE OF WASHINGTON ) ) es. COUNTY OF KING ) BY H. Trettln s Mortgage Loan Conveyance Officer BY ',LL's l R. E. Cotar Mortgage 160n Conveyance Officer... aY - i ; -�Ls V� On this 20th day of December, 1983 , before me, the undersigned, a Notary Public In and for the State of Washington, duly commissioned and sworn, personally appeared L. R. Trettln and R. E. Ccrart to me known to be the Mortgage Loan Conveyance Officers of RAINIER NATIONAL BANK, the corporation that executed the foregoing Instrument, and acknowledged the said In- strument to be the free and voluntary act and deed of sold corporation, for the uses and Purposes theroln mentioned, and on oath stated that they are authorized to execute the said Instrument and that the seal affixed Is the corporate seal of said corporation. Witness my hand and official seal hereto affixed the day and y r first * above written. o •ry. Publ c nand or the ashinpton, residing at Fedvral Way bow I (PP ` B�+OZZCOOS$ TFK /IDBl tls 'OR RECORD AT THE REQUEST OF: YQ 801 ME 1619 PRESTON, THORGRIMSON, ELLIS L HOLMAN Suite 1480, Seafirst Financial Center Spokane, Washington 99201 ATTN r Thomas F. Kingen SATISFACTION OF DEED OF TRUST KNOW ALL MEN BY THESE PRESENTS That THE CINDUSTRIAL DEVELOPMENT CORPORATION OF SPOKANE COUNTY WASHINGTON, the owner and holder of that certain Dead of rust, Security Agreement, and Assignment of Leases and Rents (the 'Deed Of Trust'), bearing date the 30th day of December, 1983, executed by SPOKAN E Mil Uionisn PnRK OlD011ars ($1C000,000 00)t and t he recorded in the e Office of the County Auditor of Spokane County, state of Oashingt , On the 30th day of December, 1983, under Auditor's File Nof volume 672 Of Mortgages, at Page 383, does hereby ac.nov a ge that the said Deed of Trust, having been replaced with a substituted Deed of Trust encumbering other real estate, is herewith satisfied and discharged, and does hereby authorize and direct the said County Auditor, to enter full satisfaction thereof of record. IN WNESS WHEREOF, we have hereunto set our hands and seals Q this - 4o day of January 1986. BENEFICIARY: g}LED'.0t�3E1:C30EE DESUrST OF WZ McFRICN191T1E FEB 2 6 8 56 b 86 'WILLIAM E. OONANUE AUO!TOR :SPOKAK COUNTY.WASM L YOUNG THE INDUSTRIAL DEVELOPMENT CORPORATION OF SPOKANE COUNTY, WASHINGTON Ro ere M. Higgins, r s ent BY: rry A eatso Secretary ASSIGNEE: WAS 7 TON TRUST BANK BY au M. :oenigs vice President -1- 0 TFK /IDB1 #03 "- 793 ~«(1317 VU . Brest, claim and demand whatsoever in law or in equity, which raptor now has or may hereafter acquire in and to such property, including, without intending to limit the generality of the fore- going, any award in condemnation. All of the above described property ,and interest therein are hereinafter referred to as the "Premises ". . - Without limiting the foregoing, Grantor also hereby grants a security interest in all of the foregoing or following described property in which Grantor has or may hereafter obtain any right, title, estate, or interest. THIS DEED IS GIVEN FOR THE PURPOSE OF SECURING PERFORMANCE of each agreement of Grantor incorporated by reference contained herein or contained in any other agreement given by the Grantor or the Corporation for the purpose of securing payment of the sum of ONE MILLION AND NO 1100 DOLLARS ($1,000,000.00), with interest thereon according to the terms of a Corporation Note (the "Corporation Note ") dated December 30, 1983, payable to Issuer or order and made by Corporation; all rene modifications or extensions thereof; and also such further sums as may be advanced or loaned by Issuer to (�prporation, or any of its successors or assigns, together with interest thereon at such rate as shall be agreed upon; and also any amounts outstanding under any other securing instrument now or here- after executed by the Grantor or Corporation in favor of the Issuer. Grantor warrants that (i) it is lawfully possessed and is the lawful owner of the Premises; (11) the Leases are a valid and subsisting demise of the premises described therein for the terms therein set forth and it knows of no defaults thereunder by the landlord or by the tenants; (iii) the Premises are free and clear of any deed of trust, mortgage, lien, or other charge thereon or affecting the title thereto prior to this Deed of Trust (other than the Leases and as specifically set forth in this Deed of Tru (iv) it is well and truly seized of the property described* in' Granting Clauses I through IV inclusive, free and clear of any liens and encumbrances except as expressly set forth herein; (v) it has not heretofore assigned any rents and payments mentioned under Granting Clause IV .hereof; (vi) it will maintain and preserve the lien of this Deed of Trust until the indebtedness secured hereby has been paid in full; (vii) it has good right and lawful authority to mortgage and pledge the Premises; (viii) it has good right and lawful authority to mortgage and pledge the Premises as provided in and by this Deed of Trust; and (ix) it will forever warrant and defend the same against any and all claims and demands whatever, except as are specifically set forth herein. Grantor represents, warrants, covenants and agrees as follows: 1. Deed of Trust. Security Agreement, and Assignment of Leases and Rents Page - 6 SPOKANE COUNTY ENGINEERING DEPARTMENT Spokane County, Washington DRAINAGE EASEMENT i _..e Grantor(s) Spokane Industrial Park, Inc., a Washington Corporation, of the County of Spokane, State of Washington, for and in consideration of Mutual Benefits, the receipt of which is hereby acknowledged, grants to Spokane County, a political subdivision of the State of Washington, an Easement over, under, upon and across the hereinafter described lands situated in the County of Spokane, State of nashington; That portion of the Southwest Quarter of Section 1, Township 25 North, Range 44 East, W. M., situate in the County of Spokane, State of Wash- ington, described as follows: Commencing at the Southwest corner of said Section 1; thence S 89 0 14 1 28" E, along the South line of said Section 1 608.00 feet; thence N 0 0 45 1 32" E, 37.00 feet to the True Point of Beginning; thence, N 0 ° 45'32" E, 43.00 feet; thence N 89 0 14'28" W, 133.00 feet; thence S 0 ° 45'32" W, 43.00 feet; thence S 89 °14'28" E, 133.00 feet to the True Point of Beginning. The Easement granted to Spokane County and its authorized agents is for the sole purposes of allowing natural drainage and /or 'runoff over and across the above described lands. The Grantor(s) hereby agree not to obstruct, artificially collect or discharge the flow across or adjacent to the above described lands. The Grantor(s) agree that Spokane County accepts no responsibility for maintaining the drainage Easement. The Grantor(s) accept complete and total responsibility for the construction and perpetual maintenance of the facilities located within this drainage Easement per plans on file in the office of the Spokane County Engineer. The Grantor(s) hereby releases Spokane County, and all its officers, employees, and agents from any responsibility or liability for any damage whatsoever including inverse condemnation by or to any and all persons or property arising out of or in any way incident to or attributable to the storm drainage within said Easement. The Easement described hereinabove is to and shall run with the land. No -Modification of the boundaries of said Easement can be made without the prior approval of Spokane County. i!a WITNESS WHEREOF, have hereunto set hand(s) and seal(s) this day 0f August 19 92 SPOKANE INDUSTRIAL PARK, INC. Of Ylashingl.on v0'JnCy 01 SPOKANE �nrl that I know or have satisfactory evidence that is e person who appeared before me, and said person ac now a ge a e sQxs ;io.ned this instrument, on oath stated that (he /she) was authorized to execute e _�'rumanl and cknowladged tt as the of Spokane Industrial Park, Inc. to e Iffaree and voluntary act of such aT� for tna uses ano purposes mentione In e Instrument, Saal or Stamp igna ure Title My appointment expires: DAILY INSPECTION REPORT OFFICE OF THE SPOKANE COUNTY ENGINEER Date x4/2919 7 - Inspector Hs Weather a.m. P.M. Time Charged Contractor this Day - or 1 Other County Personnel I' , lz4�- Contractor Personnel Classification Pg. b of I Project Name Jcx Lx� PIG Project No. CRP /RID 97 EEEOR8 Report No Contractor and /or Sub(s) Equipment List Hrs. Used I Standby 3 4 5 6 Number Diary Section I/, • ' a : i i i 77 i ITEM DESCRIPTION LOCATION UNITS CITY. CITY. TO DATE INT. NO. Signing checked a.m. /J p.m. INSPECTOR'S SIGNATURE O PROJECT .. ELL Z Z Designed Date 4 Checked�� -Sheet-Lof-7— CAF R. - " 7 k LIOLQ8 Ar-J(9A-) e, k A4. L lw Taylor Engineering Inc. V Civil Design and Land Planning PROJECT a -fP 7z Designed r Date ' Checked Sheet -,7--Of f3R6 /0 B iag Q'/ : , r0 " 3, 5 � G.��.� t� -�n, sFx - -r ��s' �ti�kT �f��u�p �f� � ✓'� !'C5 ?VA y-o fAQ W TM►s ® ay or ngineering Inc. =-- Civil Design and Land Planning s. Log r I Y� I 5.V/ '7�,� gS� �1 'ri r ✓_ /_ X"1 V PA rn �Ni) Ct` /rJSFn�c <rl 3, 5 � G.��.� t� -�n, sFx - -r ��s' �ti�kT �f��u�p �f� � ✓'� !'C5 ?VA y-o fAQ W TM►s ® ay or ngineering Inc. =-- Civil Design and Land Planning s. Log r I Y� I PROJECT' de <&D NJ 7-x Designed r�� Date - Checked J Sheet�Of Z efi ,Y)) . ®® Taylor Engineering, Civil Design and Land Planning Inc. I,ErJGa7`f1 of �raoF�. — r3q-D' a= e-ZX S P O I< A N E i DIVISION OF ENGINEERING AD ROADS William A. Johns, P.E., County Engineer March 27, 1996 Scott Busch, P.E. Taylor Engineering, Inc W. 106 Mission Ave. Spokane, WA 99201 Re: Euclid Industrial Park O U N T Y • A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director Scott: The County Engineering Office has reviewed the proposed pond changes along Euclid Rd. These changes have been found to be acceptable to contain the flows produced from the roadway as per the "Guidelines for Stormwater Management If you have further questions, please call. William Jo s, P.E. S C unty Engineer Paul Lennemann, E.I.T. Plans Review Engineer cc: file 1026W. Broadway Ave. • Spokane, WA 99260 -0170 • (509) 456 -3600 FAX (509) 324 -3478 TDD: (509) 324 -3166 12/18/95 17:03 x$5093288224 TAYLOR ENGINEERING, INC. Cunt Dale dnd 7®.d PZmang West 106 Mission Ave t Spokane, WA 99201 Voice Phone (509) 328 -3371 Fax: (509) 328 -8224 To: Ed Parry, P.E. Spokane County Engineers Office Fax: (509) 324 -3478 Phone: (509) 456 -3600 From: Scott M. Busch Re: Spokane Industrial Park- Euclid & Sullivan FAX TRANSMITTAL Date: December 18, 1995 Message consists of 2 page(s) including cover sheet Following this fax is a copy of a proposed ramp along the referenced streets in the south expansion area. As discussed the width of the ramp at the flared end is 8.5' as per the 1981 standards. TAYLOR ENGINEER ++ COUNTY ENGINEERS 9 001 Please review this to determine if this would be acceptable and if you have any questions, please contact our office. 0 °y cA aIr •P 6 - (A EXISTING 6' WIDE ASPHALT PATHWAY I I INSTALL CONCRETE — RAMP WITH ADA TEXTURE ON SURFACE FACE OF EXISTING CURB OR EDGE OF EXISTING ASPHALT ROAD r vs%ZW- EXISTIN WHERE _a SAWCUT AND REMOVE EXISTING ASPHALT PATHWAY TO CURB OR EDGE OF ASPHALT ROADWAY. 0 L0 5 7v 8 i dYl T2?fTt� CURB DROP CURB EXISTS. jwTaylor Engineering, Inc. Civil Design and Land Planning W. 106 Mission Ave. Spokane, Washington 99201 (509) 328 -3371 FAX (509) 328 -8224 RAMP DETAIL DWN: WEC DATE: CK'D: DATE: Gs? a-� �• x ` d w T r vs%ZW- EXISTIN WHERE _a SAWCUT AND REMOVE EXISTING ASPHALT PATHWAY TO CURB OR EDGE OF ASPHALT ROADWAY. 0 L0 5 7v 8 i dYl T2?fTt� CURB DROP CURB EXISTS. jwTaylor Engineering, Inc. Civil Design and Land Planning W. 106 Mission Ave. Spokane, Washington 99201 (509) 328 -3371 FAX (509) 328 -8224 RAMP DETAIL DWN: WEC DATE: CK'D: DATE: Gs? a-� -F 4- (32z t o ( 5 /5 ScK5 FAX COVER SHEET SPOKANE COUNTY - ENGINEERS 3rd FLOOR FAX # (509) 324 -3478 PHONE # (509) 324 -3478 1026 W. BROADWAY SPOKANE, WA 99260 PHONE # (509) 456 -3600 DATE: TO: COMPANY: CITY /STATE: NUMBER OF PAGES FROM: SUBJECT: 5 September 95 Scott Busch, P.E. Taylor Engineering 62 a FAX #: 328 -3dME ( INCLUDING COVER SHEET) : 1 n� Ed Parry, P.E. "q I (Plans Review, x257) Spokane Industrial Park Sidewalk Ramps MESSAGE /SPECIAL INSTRUCTIONS: Bill Hemmings, Ross Kelly and I have looked over the product info you provided about the "Safti -Trax" detectable warning system, and several items needs to be addressed before the County can make an informed decision one way or the other: a. The manufacturer's address & phone number should be provided so that we may contact them with technical questions b. A sample of the product should be provided c. Is this material rated for exterior use? If so, under what environmental conditions (temperature range, humidity, rainfall, snow /ice, etc.)? d. Where is this product currently in use? How is it performing? Who can we contact to discuss their experience with the proposed material? e. What sort of long -term warranty will be provided to the County by the manufacturer? By the installer? f. Does the ramp configuration currently meet County Standards (detail shown on Sheet A -5 of the Standards)? After this information is provided, we will be able to begin our evaluation of this item 08/25/95 07:53 $`5093288224 TAYLOR ENG INEE R - COUNTY ENGINEERS (it 001 MEMO VIA FACSIMILE TAYLOR ENGINEERING INC. WEST 106 MISSION AVENUE, SUITE 206 SPOKANE, WASHINGTON 99201 TO Spokane county Engineers Bill Hemmings, P.E. FAX (509) 324 -3478 PHONE: (509) 456 -3600 FROM: Scott Busch RE: Spokane Industrial Park NO. OF PAGES: 6 (Including coven FAX (509) 328 -8224 PHONE: (509) 328.3371 DATE. August 24, 1995 TIME: This fax is in regard to the existing asphalt ramps along Sullivan and Euclid Avenue for the referenced project. Following is a proposed method to provide detectable warning for the existing ramps. Please review this and let us know if you feel this would be an acceptable alternative. Please review this information and let us know what comments or concerns you may have. Thanks. cc: I )8/25/95 07:54 %25093288224 z z z w p Nw NOS NhM rryM g al tO r#G72f&,6 MOX ok "amm 07 EER - 44- COUNTY ENGINEERS 0002 -7cl *26 00 (7- .4s AlAi, r ENGINEER 444 COUNTY ENGINEERS Q003 18 d dC '� ®�Y Sd°'0! TI A I \P70� SAFTI -TRAX DETECTABLE WARNING SYSTEM APPLICATION INSTRUCTIONS The SAFTPTRAX Detectable Warning System contains the following: 1. DURABAK one -step fle)dble non -slip coating 2. Accelerator packets 3. DURASAK special stipple rollers 4. 2'x 4' plastic sheets with 3M truncated domes attached at the top You will need: 1. Xylene 2. heavy duty rubber gloves 3. Masking tape 4. Paint roller pan PROCEDURE Please lead a0 kufructbns eareA4r before procoedLV. Clean surface as specified In DURABAK instructions. 2. Lay out SAFTI -TRAX plastic sheets with truncated domes for sizing. Be sure to leave paper release sheet in place underneath domes. If required, cut sheets to size with scissors. 3. Mask off area to be covered by SAFTI -TRAX. 4. Place plastic sheet *M domes sGip attached outside work area. 5. Add 3 packets of accelerator per quart of DURABAK and mix thoroughly. Apply one coat of DURABAK onto masked -off area. Do not coat an area larger than one sheet at a time as the domes will need to be placed on wet DURABAK within 10 minutes (see #7). r. NOTE: After each coat, dose can tightly. Wet stipple roller with Xylene and cover with plastic bag so roller will not dry out. If application is by spraygun, clean spraygun between coats. NEER 444 COUNTY ENGINEERS 0 004 C OTE -L Inc. 19 SAFE'! -TRAX S. Remove bottom release sheet from SAFTI -TRAX truncated domes. 7. While DURABAK Is SO wet ('within 10 minutes of application), lay domes (with top plastic sheet still attached) In place on wet surface. t8rr>hout removing plastic sheet, lightly press domes down with a board to ensure that the bottom of a0 the domes are making contact with the wet DURABAK. If surface is uneven, you may need to press individual domes down by hand. 8. Remove masking tape immediately. 9. Do riot remove plastic sheets from the domes for two to ttlrae hours or more, until domes are solidly attached to DURABAK. Lighter colors, such as safety yellow, may require sbr to efght hours or more, depending on climatic conditions. 10. Can* and skmfypeel off top plastic sheet parallel to surface, holding the Individual domes down with one hand while peeling the sheet back with the other, being careful not to dislodge domes. (You may use a razor blade to slice the plastic sheet into smaller strips for easier removal.) If a dome should become dislodged, apply some DURABAK to bottom of dome and press firmly back into place. 11. Remask area. 12. Apply coat of DURABAK over truncated domes and entire masked -off surface, making sure DURABAK covers the base of the domes. Roll in several different directions to ensure complete coverage. 13. Remove masking tape immediately. 14. After approximately 20 to 40 minutes, or when DURABAK has become tacky, repeat steps 11 -13 with two more coats. 15. Remove final masking tape and let SAFTI -TRAX dry. 16. SAFTI -TRAX surface can be walked on with light foot traffic after 4 hours In conditions of average humidity. Heavy loads, after 8 hours. Lighter colors, such as safety yellow, may require six to eight hours or more, depending on climatic conditions. Your SAFTI -TRAX Detectable Warning system is now completes 08/25/95 07:56 V5093288224 I C OTE- L. 444 COUNTY ENGINEERS Q005 SAFTPTRAX SAFTI -TRAX FACT SUMMARY SAFTI:TRAXis a unique new system designed specifically forcompliance with the Americans With Disabilities Act (ADA) requirements for detectable warnings. SAM--TRAX Is assembled by Individuals with disabilities. Why is SAFTFTRAX so unique and therefore your best choice? SAFTI -TRAX is a permanent system that Is applied directly to dean dry surfaces without the need of specialized labor or machinery. It is therefore not labor intensive and not costly to apply. SAFTFTRAX incorporates resilient polyurethane domes, made exclusively for COTE -t- Enterprises by 3M, with an overcoating of our new and unique DURABAK a one -part, safety non -slip, totally flexible polyurethane coating. SAFTI -TRAK enjoys all the unique characteristics of its major component, DURABAK It Is extremely durable, waterproof, repairable, and anticorrosive. It bonds to concrete, wood, primed or sound - painted metal surfaces, fiber glass, and most other surfaces. And DURABM comes in a wide range of colors. SAFMTRAXwiii conform to any surface irregularity, facilitating a virtually faultless application. SAP?!- TRAXis not only flexible, but resilient, as specifically required by the ADA. SAFTI -TRAX Is easy to clean and easy to repair. The total cost per square foot of SAFTI- TRAXwith DURABAK for materials and labor, is significantly less than other products because of its ease of application. No significant preparation of the surface area Is necessary other than proper cleaning. For a prototype sample of the SAFTATRAX system, just give us a call. Inc, '1 08/25/95 07 56 $5093288224 TAYLOR ENGINEE X44 CO UNTY ENGINEERS Q006 .: n:F�':.i :.�Y.._^'.R..9�6a',x!";, 2 v:... ..,.` -i :: ''�+t -;' r ,._ ; ♦. T Enterprises, Inc. DURABAK SINGLE PACK POLYURETHANE �c�►C - ,�Iit+� TOUGH, ELASTIC, NON -SLIP, REI CHEMICAL, SOLVENT, AND HEAT SA FTlmTR A UNIQUE NEW SYSTE.. - DESIGNED SPECIFICALLY FOR COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT REQUIREMENTS FOR DETECTABLE BARRIERS ASSEMBLED BY INDIVIDUALS WITH DISABILITIES USING 3M POLYURETHANE TRUNCATED DOMES n MEMBER 1111161 08/24/95 17:56 $`5093288224 TAYLOR ENGINEER --- COUNTY ENGINEERS MEMO VIA FACS/M1LE TAYLOR ENGINEERING INC. WEST 106 MISSION AVENUE; SURE 206 SPOKANE" WASHINGTON 99201 TO: Spokane County Engineers Bill Hemmings, P.E. FAX (509) 324 -3478 PHONE: (509) 456 -3600 FROM: Scott Busch RE: Spokane Industrial Park NO. OF PAGES: 6 (Including cover) FAX (509) 328 -8224 PHONE. (509) 328 -3379 DATE. August 24, 1995 TIME. This fax is in regard to the existing asphalt ramps along Sullivan and Euclid Avenue for the referenced project. Foilowing is a proposed method to provide detectable warning for the existing ramps. Please review this and let us know If you feel this would be an acceptable alternative. Please review this information and let us know what comments or concerns you may have. Thanks. cc: H E z N afa NNN • l CZ .._ ._._ _..___ ....._._.__.... ..__ SAFTI -TRAX SAFTI -TRAX DETECTABLE WARNING SYSTEM APPLICATION INSTRUCTIONS The SAFTI --TRAX Detectable Warning System contains the following: 1. DURABAK one -step flebble non -slip coating 2. Accelerator packets 3. DURABAK special stipple rollers 4. 2'x 4' plastic sheets with 3M truncated domes attached at the top You will need: 1. Xylene 2. Heavy duty rubber gloves 3. Masking tape 4. Paint roller pan PROCEDURE Please road aff ku uctfons carefully bethre proceed/ Clean surface as specified in DURABAK instructions. 2. Lay out SAFTI -TRAX plastic sheets with truncated domes for sizing. Be sure to leave paper release sheet in place underneath domes. If required, cut sheets to size with scissors. 3. Mask off area to be covered by SAFTI -TRAX. 4. Place plastic sheet ivM domes still armched outside work area. 5. Add 3 packets of accelerator per quart of DURABAK and mix thoroughly. Apply one coat of DURABAK onto masked -off area. Do not coat an area larger than one sheet at a time as the domes will need to be placed on wet DURABAK within 10 minutes (see V). NOTE: After each coat, dose can tightly. Wet stipple roller with Xylene and cover with plastic bag so roller will not dry out. if application is by spraygun, clean spraygun between coats. �. C OTE -L Enterprises, Inc. 19 SAFTI -TRAX 6. Remove bofm release sheet from SAFTI -TRAX truncated domes. 7. While DURABAK is MIN wet ('within 10 minutes of application), lay domes (with top plastic sheet still attached) in place on wet surface. IMMmut removing plastic sheet, lightly press domes down with a board to ensure that the bottom of aB the domes are making contact with the wet DURABAK If surface is uneven, you may need to press Individual domes down by hand. S. Remove masking tape immediately. 9. Do not remove plastic sheets from the domes for two to Mme hours or more, until domes are solidly attached to DURABAK. Lighter colors, such as safety yellow, may require s& to eight hours or more, depending on climatic conditions. 10. Gently and slowtypeel off top plastic sheet parallel to surface, holding the Individual domes down with one hand while peeling the sheet back with the other, being careful not to dislodge domes. (You may use a razor blade to slice the plastic sheet into smaller strips for easier removal.) If a dome should become dislodged, apply some DURABAK to bottom of dome and press firmly back into place. 11. Remask area. 12. Apply coat of DURABAK over truncated domes and entire masked -off surface, making sure DURABAK covers the base of the domes. Roll in several different directions to ensure complete coverage. 13. Remove masking tape immediately. 14. After approximately 20 to 40 minutes, or when DURABAK has become tacky, repeat steps 11 -13 with two more coats. 15. Remove final masking tape and let SAFTI -TRAX dry. 16. SAFTI -TRAX surface can be walked on with light foot traffic after 4 hours In conditions of average humidity. Heavy loads, after 8 hours. Lighter colors, such as safety yellow, may require six to eight hours or more, depending on climatic conditions. Your SAFTI -TRAX Detectable Warning system is now completel 3C � 'Z570. 1 .Jr'�W �+.5`:�v!2� 3'•r'J'``r `�i" '�:., -' ••. OTE•L Enterprises, Inc. 17 SAFTI =TRAX SAFTI -TRAX FACT SUMMARY SAFTi'.TRAXIs a unique new system designed specifically for compliance with the Americans With Disabilities Ad (ADA) requirements for detectable warnings. SAFTI-TRAX Is assembled by Individuals with disabilities. Why is SAF77.TRAX so unique and therefore your best choice? SAF77- TRAXis a permanent system that is applied directly to dean dry surfaces without the need of specialized labor or machinery. It is therefore not labor Intensive and not costly to apply. SAF 7-TRAX incorporates resilient polyurethane domes, made exclusively for COTE -L Enterprises by 3M, with an overcoating of our new and unique DURABAK a one -part, safety non -slip, totally flexible polyurethane coating. SAM - -TRAX enjoys all the unique characteristics of its major component, DURABAK It Is extremely durable, waterproof, repairable, and anticorrosive. It bonds to concrete, wood, primed or sound- painted metal surfaces, fiber glass, and most other surfaces. And OURABAK comes in a wide range of colors. SAFTNTRAX will conform to any surface irregularity, facilitating a virtually faultless application. SAFTI --TRAX is not only flexible, but resilient, as specifically required by the ADA. SAFTI-TRAX is easy to clean and easy to repair. The total cost per square foot of SAFTI -TRAX with DURABAK for materials and labor, is significantly less than other products because of Its ease of application. No significant preparation of the surface area is necessary other than proper cleaning. For a prototype sample of the SAFThTRAX system, just give us a call. iV'_� Cr. : ST ITT ..:K4T:.KV:Y��.'L'MF:eV...�(v �tiber:.Y.r:'.I ..:: ...... :... .. .. .. .. .... .:. .... .. r .....: n. .. ...:.........v Yr ,:. *.. Taylor Engineering Civil Design and Land Planning Mr. Gary Nelson, P.E. Spokane County Engineers N. 811 Jefferson Spokane, WA. 99201 February 6, 1989 RECEIVED FEB 8 1989 SUBJECT: Drainage Report for Spokane Industrial Park CM0 WNW% South Expansion Phase III (BSP #88 -22) ATTN: Gary Nelson Gentlemen: Enclosed are the plans calculations and data for the drainage report for the subject project. Procedures used are as outlined in the Guidelines for Stormwater Management as published by Spokane County Engineers with corrections as of 4- 15 -86. The format used is as follows: Project Description \ Soils :. Topographic Data M`< Demographic Data Rainfall Data Proposed Runoff Control /( Methods of Disposal Peak Flow, Volume and disposal calculations a. Hydrology Computations b. Inlet Capacities c. Detention /Retention storage capacities QA Remarks The road sections used in Phase III were designed utilizing the information received from Ross Kelley on Phase I. They are referenced as 3" ACP over 4" CSTC over the remaining paved roadway and 4" ACP over 6" CSTC on all other areas. The existing asphalted surface of realigned Euclid will be overlayed with a minimum of 3" ACP. Cross - sections are enclosed. Also attached are cross sections of the existing asphalt at new Euclid. The sections, comparing the proposed overlay with the existing, show that a minimum overlay of .25 FT asphalt will be maintained. We have also included requests for design deviations more particularly described in the drainage report. W. 106 Mission Ave. • Suite 206 • Spokane, WA 99201 • (509) 328 -3371 Following your review, I would be happy to answer any questions you may have regarding this report. . Sincerely, Taylor Engineering Oki %rnla Mark Aronson, P.E. BRS /kmo Enclosures Taylor Engineering Civil Design and Land Planning W. 100 Mission Ave. • Suite 206 • Spokane. WA 99201 • (509) 328 -3371 Taylor Engineering Civil Design and Land Planning . DRAINAGE REPORT FOR SPOKANE INDUSTRIAL PARK SOUTH EXPANSION PHASE III (BSP #88 -22) PREPARED FEBRUARY 6, 1989 BY: BERNIE STUMBOUGH TAYLOR ENGINEERING W. 106 MISSION, SUITE 206 SPOKANE, WASHINGTON 99201 (509) 328 -3371 �P W , e ., F� 1p OX. .. ' ' L q /Q �.,� SPlAl ENS • Q9 W. 106 Mission Ave. • Suite 206 • Spokane, WA 99201 • (509) 328,3371 TABLE OF CONTENTS Project Description . Soils Topographic Data Demographic Data . Rainfall Data Methods of Runoff Control Methods of Disposal. Peak Flow, volume and disposal calculations . a. Hydrology Computations b. Inlet Capacities c. Detention /Retention Storage Capacities d. Curb Drop Sizing Remarks Vicinity Map. Soils Map Design Deviation Application Drainage Plan 208 Basin Plan Page 2 Page 2 Page 2 Page 3 Page 3 Page 3 Page 3 Page 6 -38 Page 3 -38 Page 5 -38 Page 5 -38 Page 36 Page 5 Attachment "A" Attachment 'B" Attachment "C ",'D ", "E" DRAINAGE REPORT, Spokane Industrial Park South Expansion, Phase III (BSP #88 -22) Page 1 February 6, 1989 g Taylor Engineering Civil Design and Land Planning W. 106 Mission Ave. • Suite 206 • Spokane, WA 99201 • (509) 328 -3371 PHASE III DRAINAGE REPORT FOR SPOKANE INDUSTRIAL PARK SOUTH EXPANSION Project Description: Spokane Industrial Park South Expansion, Phase III consists of approximately 67 acres of land being developed for industrial use. The improvements include construction and realignment of Euclid Ave. to align with the existing Euclid Ave. on the west side of Sullivan Road, construction of a new 14 foot traffic lane on the east side of Sullivan Road from Marietta Ave. to the new Euclid Ave., and construction of two private roads north and south of the realigned Euclid Ave. Euclid will be 70 feet from curb back to curb back. The private roads will have 30 feet of asphalt with no curbs. Sullivan Road and Euclid will have Type 'B" curbs. The new impervious surface runoff created by the new road construction will be channeled to new 208 areas except for the area of Sullivan Road from old Euclid to new Euclid realigned, and the north half of realigned Euclid from Sullivan Road to 1700 ft. east. This is due to existing site development and topography of the property along the east side of Sullivan Road leaving no room for 208 areas. Also there is no property available for a drainage easement on the north side of realigned Euclid for 1700 ft. Therefore, we have applied for a 'Design Deviation" (attached to this report) to use the Rational Method of calculating storm runoff and installing drywells to dispose of runoff in these areas only. Methodology The procedures used are as outlined in "Guidelines for Stormwater Management " - published by Spokane County Engineers. Soils are described in "Soil Survey Spokane County Washington, 1968 ". Soils: In accordance with "Soil Survey, Spokane County Washington, 1968" the soil is identified and categorized as: GnB - Garrison Gravelly loam, classified as gravelly, medium - textured, somewhat excessively drained soils formed in gravely glacial deposits. See Soils Map - Attachment 'B" Topographic Data: The site lays on the floor of the Spokane Valley with a general slope of approximately 1% to the south. DRAINAGE REPORT, Spokane Industrial Park South Expansion, Phase III (BSP #88 -22) Page 2 February 6, 1989 g 'Naylor Engineering Civil Design and Land Planning W. 106 Mission Ave. • Suite 206 • Spokane, WA 99201 • (509) 328 -3371 Demographic Data: The project site includes a majority of unpopulated areas with a few lightly populated industrial sites developed within this area. The expansion project will make it possible to develop at least 11 new industrial sites and provide safer traffic flow for the increased capacity. Rainfall Data: Data used is in accordance with Figure 2, pa &e 6 -3, and Figure 4, page 6 -6 of the "Guidelines for Stormwater Management', by Spokane County Engineers, a 10 year return frequency event is used. Methods of Runoff Control: Control is by overland flow off the new street surfaces and off undeveloped land into new 208 areas and drywells placed behind the curb in permanent 20 foot easements. Grass percolation areas will be sodded for erosion control. As property is developed, industrial sites will be responsible for increased runoff within their specific site development. At locations where 208 areas were not possible; drywells, placed in the roadway along the face of the curb were used for runoff disposal. Methods of Disposal: Disposal will be by single or double depth drywells. They shall be Spokane County will Type A and B, as called out on the Drainage Plans with Type 3 grate inlets. Inlet capacity calculations are included. Peak Flow, Volume, and Disposal Calculations: a. Hydrology Computations: The site was divided into nine basins more particularly described as The grassed percolation (208) areas were sized to accommodate 1/ 2 runoff from the new impervious roadway and pathway surfaces existing roadway surfaces. follows. inch of and the Basin A : This basin includes the new 14 foot traffic lane added to the east side of Sullivan Road plus the existing asphalt area from the centerline of Sullivan Road to the curb; from Marietta Ave. to (old Euclid) South Park Court. This area drains north to South Park Court. Basin B : This basin includes the new 14 foot traffic lane added to the east side of Sullivan Road plus the existing asphalt area from centerline of Sullivan Road to the curb; from South Park Court to realigned Euclid Ave. This area drains south to South Park Court. See design deviation application attached. / PRA C . Dom--- /, DRAINAGE REPORT, Spokane Industrial Park South Expansion, Phase III (BSP #88 -22) D D February 6, 1989 Page 3 Taylor Engineering Civil Design and Land Planning W. 106 Mission Ave. • Suite 206 • Spokane, WA 99201 • (509) 328 -3371 Basin C : This basin includes the area from centerline of Euclid to back of curb: extending from Sullivan Road to Industrial Park First Street. et.See design deviation application attached. / <jA c n s 'ice o p Basin D : This basin includes the area f from centerline of Euclid to the south edge of the 20 foot easement; extending from Sullivan Road to Industrial Park First Street. Basin E : This basin includes the area from centerline of Euclid to back of curb including the northwest half of lot 4. See design deviation application attached. wA_ 9 — P Xt� �^ 03­�--� Basin F : This basin includes the area from centerline of Euclid south to the edge of the 20 foot easement. Basin G : This basin includes the north half of Euclid Road, the west half of the private road cul -de -sac (Industrial Park Third Street), plus the natural land north of Euclid. Basin H : This basin includes the asphalt area south from Euclid centerline plus the natural land to the south edge of the 20 foot easement; east of the centerline of Industrial Park Second Street to Industrial Park Third Street. Basin I : This basin includes the east half of the private road cul -de -sac, (Industrial Park Third Street), asphalt surface and easement plus the natural land to the northeast. Basin J : This area includes the natural native ground south of Euclid and west of Industrial Park Second Street, west of centerline. Basin K & L : These areas were included in the storm calculations for BSP 82 -17 because the natural drainage flows to those improvements in BSP 87 -17. Basin M : This includes the street and ditch area from the high point at the west to the centerline of Industrial Park Second Street. Basin N : This basin includes the street and ditch area from Industrial Park Second Street centerline to the outer limits of the 20' easement, from Euclid south to the roadways high point. f The 6 foot asphalt pathway was included in storm calculations in all basins except Basin "B ", "C ", and a portion of "E" due to the existing asphalt improvements in the adjacent property. The areas of Tracts A, B & C were c not calculated because there exists natural low spots in the tracts that the drainage flows to naturally the storm water runoff in these tracts is noc7w 4 " being handled within the tracts. a `__�, Drywells were sized to handle the total runoff flow in their respective basins. The Bowstring method was used to analyze the runoff, off of impervious DRAINAGE REPORT, Spokane Industrial Park South Expansion, Phase III (BSP #88 -22) Page 4 February 6, 1989 g Taylor Engineering Civil Design and Land Planning W. 106 Mission Ave. • Suite 206 • Spokane, WA 99201 • S(09) 328 -3371 surfaces. For larger basins the SCS method was used for the entire drainage area. In all cases, drywells are sized to handle both cases; drainage of entire runoff area and drainage of impervious surface with Tc =5 minutes. See attached calculation sheets for individual basins. b. Inlet Capacities: A Spokane County Standard Type 3 inlet will be used. Inlet Capacities are calculated to be 1.6 CFS for a flow depth of .2 feet. See calculations on the enclosed sheet. Curb drops, 2.5 feet long and flush with the gutter bottom, will be placed as indicated to allow storm water travel to the ditch line and 208 areas with out substantial water flow in the gutters. As shown on the attached "curb drop sizing" sheet. The number of curb drops provide more then adequate capacity. c. Detention /Retention Storage Capacities: Grass percolation areas were calculated to hold the first 1/2" runoff generated by the new existing impervious surfaced areas. In some cases the area is larger than required. The Bowstring Method and the SCS Method'were used to analyze the storage area for drainage disposal. REMARKS: The above described system of stormwater control will provide the necessary quantity and quality controls, as outlined in the "Spokane County Stormwater Management Guide" for Spokane Industrial Park South Expansion, Phase III. (BSP No. 88 -22) DRAINAGE REPORT, Spokane Industrial Park South Expansion, Phase III (BSP #88 -22) February 6, 1989 Page 5 'Naylor Engineering Civil Design and Land Planning W. 106 Mission Ave. • Suite 206 • Spokane, WA99201 • (509) 328 -3371 . rTaylox Engineering' Clvll DIesign and J-,md Pi'mwi g. DE 3CflIlTION 6 SPOKANE INDUST3IAL ?.?u B.S.P. N0.88 -22 DX318HED (/L _ DAT E �Z' - / CHECKED _ DATE . FILE NO. / Sy EET GaH� /7.y 9NS -/606 g °`— v ,q5 s5 = Sr 9r 5 BASIN.- A TONAL AREA = � ACR 1 IMPERVIOUS SURFACES; NEW ASPHALT AREA = I� /y�5 SQ,FT NEW PATHI;AY AREA = �0z70 SQ.FT. TOTAL TO DRAIN TO 208= , ,F 7 ,2�yS SQ.FT. SWALE AREA REQUIRED; X .042 FT. RUNOFF = J FT 3 1/2 .042FT. v PROJECT SWALE AREA: 12 +9 (7f X CG7ZU6)X .5 =N33 FT? ©K _ �r 5>- e 7 S �G �ozvsZ`� -� G�LcS_ �lriAZl���� 5oh�1z �. 9) (7,6 .70. V ✓� DRY WELLS DEVELOPED "C "= .8� 7 8C!NSTRING NETNOE! 1ETEiiTION BASIN DEMON PROJECT- SPOKANE IND. PARK - B.S.F. Nil, 22 BASIN NO- A Time Increment (min) 5.00 1/ Time of Concentration (min) 5.00/ Outflow (c.f.s,) ; ;� Design year flow (yr) X 30 Area (acres) 2.24 1 I!evelooed °C° factor 811 180 ! 19131 GATE OEC.16.'c P'reoared by TAYLOR ENGINEERI)IG M.S. #3 #4 #5 #b 17 Time Inc. Time Inc. !Intensity O dev. ; V in V out ;Storage 1 (ain) ; (sec) ;(!n.(nr.) i )cJ .s.) i (Cu. tt.) i (cu.I 1(#1 t 601 1 ;(A10 #3) ;(see below) ;(outflowt #2) ; ( #5 - 16) 1 5 1 300 ; 3.18 ; 4.35 1 175 90 1660! ; 600 1 2.24 1 3.07 1 2153 180 ! 19131 15 ; 11 ; 1.77 1 2.42 ! 2428 1 271! ; 21561 20 ! 1200 1.45 ; 1.98 ! 2584 ; 360 1 22241 OK 25 1 1500 ; 1.21 ; 1.66 1 2654 1 450 1 2204; 30 ; 1800 1 1.04 1 1.42 ; 2708 540 1 2168: 35 1 2100 1 .91 1 1.25 1 2743 1 630 1 21131 40 1 24in, .6 1 1,12 ; 2808 721,1 1 2088; 45 ! 2700 ; .74 ; 1.01 ; 2838 ; 810 ; 2028 50 1 3U01 U 1 .66 1 .93 1 2888 1 900 1 19861 1 c301! 1 .64 1 Be 2980 1 990 ; 19901 60 1 3601,; 1 .61 1 .84 1 3 {!91 I 1080 1 20111 65 1 3900 1 .6 1 .82 1 3287 1 1170 1 21171 70 1 4200 1 .58 I .79 1, 3:16 1 1260 1 21561 75 1 4500 !. .56 1 .77 ; 35528 1 1350 ; 21781 60 1 4800 1 .5, , ! .73 1 3556 1 14411 ; 21161 85 ! MOO ; .52 ; .71 1 3103 ; 153!! ; 21731 90 1 5400 1 .5 ; .68 1 3766 1 1620 1 2146! 95 ; 5706 ; .49 1 .67 1 3892 1 1710 1 21821 100 ; 6000 ; .46 ! .66 4009 1 1800 2209; 0 Vin = 1.34 1 O de'r I t for tt Tc Vin = 0 dev t t + .34 1 0 dev 1 Tc for t ? Tc T 'R I fly u M E T H 0 D I l", I' F r' Lill DETEl BA DE m9 1 90 600 2 4 P RGf E F T Hiff AN E I N D . P A, B N 0 , r 4- 1868 1 AY L OF' ING I t E C E R I N C MSIN Al R. , E 6 I. w« f ONLY 2107 2 7 Time 1-CrFuent Imin! 1 Of f) 1 .4 Time of Cipcentration, i ru I n 224 - « ; ! T 'A" DRNELL. Desion r flow (yr! v).ou 0 4 50 1 Area (1 8 )l if 6 4 OevElni,ed ? 2z tor 2 - -15 0 540 1 , 11 42 U 1 #4 1 A 1 Ali I iv I Time Inc, Time Inc. 1 Intenntv 9 dev. , a 1 V ou t Stureap (min) (5ecl Hir.l 1 I:u. It.) F I , �rUff i :i#1 t ISO 1 1fAtCW*, me below) o uI t t I n w wt @ I qt-# ------------------------ ,: I fo m9 1 90 600 2 4 :a 1868 ISO 1.77 1 2. 1 2107 2 7 1 Of f) 1 .4 224 - !w 0 4 50 1 8 )l if 6 4 2 - -15 0 540 1 , 21VI .91 i I . al ,tt 2 4 4437 71 2 0 27;,(1 1 .74 m ;: 1 6 10 .66 2 ` 5 06 : .64 2 1 !I 3 6 v 0, d 268 1 i n' x (i ... .6 1 1 28 'f7 4 *4sJ 0 1; H 2964 2 Lk 1") , w; 56 D62 5 4800 I , 31086 140 1 e> ; c`y 7 214 1 !m: '40f; .5 2 1 162fl t It i V 7 4 S 1480 HIM Vir; = 1 34 t 0 dp e Tc Vir, = Q dev i t + . i d k T " r T 1C ,y I H A N 2 1 p; i J- 171 1 6 5 1 ! w: m< 16 1 6 I PROJZCT g DE S I C ;l I E D DATE/-,20 HE C Y E D Di hTE/��IgJ SHEET Pali;# C, --------------- � 7 !7 Q Taylora��e-eiing, PROJECT rJ V /,Op X*iz� 0�v tl_r. I .dED DATEW-,$g CHECKED LATE SHEET - --- -- --- --------- — -------- ... .... ... 1 4 1 --- ---- ------- 1w Taylor Enginceimg, n.,*— —.4 T --A ni --- :_ • w'Tayy10 - Engu' 1cezmg , Civil Des; and Land Planning DE5C8IPTIOX . N SPOKANE !NDUSTRIAL P:.=;K B.S.P. . _ . _..._._. DESIBHED 11 911z� DATE CHECKED ;5_ 7 DATE "�•i "' FILE 110. ' / g ive;' — 3H£ET of (BO19STRING), 69 6 a,// 12 BASIN TONAL AREA = /!/ ACP IMPERVIOUS SURFACES, NE"V? ASP-.-UT A2EA = 2 j!! ; SQ.FT NEW PATHi','R.Y AREA = SG, %G SQ.FT. TOTAL, TO DRAIN TO 208= 3�Z I1C SQ.FT. .79 LGrUs V SWALE AREA REQUIRED,' 7 j G/yy J X .042 FT. RUNOFF = I L/ y FT. 3 1/2 "= .042FT. PROJECT SWALE AREA: l 2 ) // .�i 7 FT. L 19X 2— 208 2,1� o I X" G „ �&a� ShoK f y - y DRYWELLS /ali 3:1 S�ooE' DEVELOPED "C "= ASPHALT =(.90) GRASS = (: 50) (•jj) _. 7/ USE WORST CASE T = 5 MIN. USE TYPE "A" DRYWELL & USE j .. TXP.E "B" DRYWELL. SEE BOWSTRING CALCULATIONS NEXT PAGE.. 511 MIW'� "E 7ETENT "N BAS IN DES PRAIJ. K I- "I' -"i: A. NE H %F1 PARK R S P Nu T 4 T L OUR S N E EIR I F LL BASIN NCI- T,1 n c r p 6-u+ n.. 1 rs -rlr . Urr TYPE " PE 'SK TIRYWIELL Ou t I C. w C ' if r -1 T I( Desion year ilow f 'r! Area (arrtimi 1). E v d T fj #4 1 #5 #6 Tire Inc. Tirp iflir. IlnteOeity 0 dev. V in l C .. "tvraue in. icu. ft.! 1 (cu'ft: iru.it'l 1 I if)l j I 1AICW51 , see belDw) I ioutflooliz) (# -------------------------------------------------------------------------------- a, 1 90 ;l 772' Off:LHS THAN 14 1 FT. 2.24 2.04 142 .61 1611 11 t 4411 0 i i .4 1.51 i J 1 171 1 ;nO t J 9 !:! 10 1761 co { fl: : l i l.li .94 179 1 Yjl Sy J. IaL J. 40 -, ; �. V A 1U4 1 31i 45 U0 il .67 iR84 I -162w;" a I DOI* i '917 j, 4 oo I i97- r i ,a .61 cc I �j t — i 4-a. 6 . f cc 21R2 1 6 -, i) C , -I,.- J j�.ly f 4v C 7u 4100 c8 2267 54 60. 31 - 7 154 - t 75 1 4500 ci Ba 1 4 CW1 — c 1 .48 1 2161 I 0 1 Gc 2 c�. OP. .47 - 4 - 4 c 8 10 -4172; 9(; a, 4 7 " ( " -1 0 r. xl 1 .4 Q -452 9" . d9 1 .41 2 8 3, 7410 -4827: 1 11 1 1 i ' m 1 .44 i Lao 13 li Vin = I. 54 t 0 dev frit t Tc Yin = 0 Upy t t + . Q dev t R'_, t Tc 7 2"OW 'a TR I W-5 ME - 1 P25 DETENTION rem «» 111". PAR" - P.S.P. N0.2 BAST'l NCI- If IMPERVIOUS HUMAPEC FINLY Tire Increment (PIO Ti o f C oncEn t rA lir in ( De;lrn y ear flow 9; Area i8cres) DevzInDed V artor x: eema C C I -TYPE gV I I - TY - FE P DRY"D 1 1 a » : .79 Tire Inc. Tiffit In.c. Intersitv 0 dev. I ,a I ,Q stora— iairi ft.) 1 alum; NAICTU') Icee below) 1 i m0#21 (#5 -------------------------------------------------------------------------------- 5 3 c :; 18' M6 909 39 OK. LESS THMAIN 14 VV z24: 1 1118 78(1 q('.0 : I . 1-1 1 11 1261 e»: 11 1,4 n' f a !m: IA60 2 5 1 1 are: -(.I j 2 !«: c 0A 74 owe: "40 7C 2 i on .91 :w; , 0 1459 12o .74 1474; 3 1 2 1 (1 2 3 P1 1 48 150 1 " i i J ti 01 Ot 0. .46 1548 4 Q - 13 6 6 Q i Al 1606 4680 6j . 1707 5 070 »: 4 .41 1174 7 5 .40 !m; 5 8 8 1247 6 24 0 85 i ac 37 1923 6630 1 90 5 400 a: 1356 70m 1 5760 1 2021 7 4w: c, Ix . . 2 0 K 7800 f Vin = I. x C4 deq i t for te Tc Vin = G m t I + -34 1 W jev t Tc fu Tc PROJECT s Z-2 12 - DESI3NEDA9, DATE/;Ao-jef CH EC-ED O. ..D�� -- - --- --- --- ..... ..... . - - - ------------ - eq >71 R,r,rl, h Ile/ 10 2,",= a 1 7:� --------- - ----- ---- Tayfoi Eaguie-eimg, /l. 7.nnciim nA T �. A Dl,-*-.:-- ,i 7 Engui lecring Civil Design and land Planning • .oeSCnlrTloH 1s SPOKANE I:iDUST- IkT B.S.P. . 'DE5ISHED l DATE / CHECKED : OMde�. DATE I ° 711E 110. 'NLrT (DOWSTRING),, Ud ✓ .X h ✓ �/r -'% BASIN' TOTAL AREA = G ACP IMPERVIOUS SURFACES; NE ASPH. -UT A EA SQ.FT NEW PATH ?, JAR EA = `! /6 J/ SQ.FT. TOTAL TO DRAIN TO 208= �jS60 SQ.FT. SWALE AR EA REQUIRED; 6 �) X .042 FT. RUNOFF = 1/2 "= .042FT. PROJECT SWALE AREA. FT. C/ s � 12- d -F,4 )- Y ' ) FT. X ( 2 )_ 1sir FT3 �. V J 208 AREA= 3 X I x/ x -y DRYWELLS r DEVELOPED "C "= ASPHALT =(:90) GRASS = (: 50) (•33) _ . / 7 USE WORST CASE T = 5 MILd. -USE 'J TYPE "A" DRYWELL & USE — TYPE "B" DRYWELL. SEE BOWSTRING CALCULATIONS NEXT PAGE.• /6 W.N."s I R 1 r4 C h E T,;u PATE T F I E NT 1 Ti N Bl". S iN FIE S 1 RN p r E I. & FElj PROJECT-SPOKARIE IND. ?ARK - H.S.F. N-15, TAYLOR CENGINIEF ASIN NO- F - Ti re I r. C r HiEri t ( n I r, l Mfu 1 Time of Conceritr;tior, (min) Out (c - P) ;USE i T-H. "A' DRY WELL, DeEian Year flew i-irl Area (acre=_) De veloped "C" factor e 7,7/r D a2 J #4 9 C i h I T I j7 1 Tiii,e inc :TirgE inc. ;Intentit r4 dpY. Y i'n (min) (sec) (cu. icu. i t, (41 t G'( ; (see helnw) 1 joutflowi4.21 : (#5-161 -------------------------------------------------------------------------------- 5 1 -,(In 3.18 10 600 2.24 1 207 i 0 1275 15 1.77 1.64 (1 �i. 20 i 1 0 1.44 1 1.34 i 30 138 N, LESS THAN 1 48", J 1 7;1 L i C�Ou 1 1 . 2 1; 1 . 1 21 i 4 I S(In i 1.04 .96 1 5 i !2RP" 35 .9i .84 40 24 4.1!7 , ,d2 .76 41 2700 74 1 .68 i 916 0 1 1661 50 i 0 01 . .63 1 9 49 ; -1 - qsiq 1 " 14 �11 A3,A .t4 59 0 36110 .61 D 01 -M i 1007; 0 -A 71") 420 ".8 54 06 u 75 4 -- 81 . .52 1 i 7Z A 1 AO 48()0 1 .5' .49 2401 1 144 J V, 5 2 .48 2 5 4 0:1 5 .46 25 42 95 5 .7 A A .49 .4t. i 7 100 6006 .48 .44 1 it V = 1.34 1 0 dev i t for Ti Vin. = 9 dev i t + 34 t 9 ople i Tc for Ir 17 I BOWSTRING METHOD DETENTION BASIN DESIGN PROJECT - SPOKANE P1 1 D. PARK - N0,22 BASIN NO- F IMPERVIOUS SURFACE ONLY. Time Increment (min) Tipp of Concentration (rain) jutflow (1.f,E,) Design year flu (yr) Area (acres) Developed 'C' factor DATE Prew3red by TA,L,;L ENGINEERING P&S, 510 1 5.00 : 10 ME 1 THE 'V RUELL. 10,00 #1 1 #2 1 #S #4 15 1 16 1 17 Time Inc. Hime Inc, 1 InAnsity 1 0 dev, 1 Y in 1 V as 18torage 1 (mini 1 (Sect 1 ( in. Ar. 1 1 (C.f.s.) t (cli. ft'! 1 Wfu) 1 (COW: 1( #I t 64) 1 lIUCRN 1 Nee belon) 1 (owtHuND 1 ( #546) 1 -------------------------------------------------------------------------------- 5 1 300 1 3.18 1 2.32 1 932 1 90 1 B42: 10 1 600 1 2.24 : 1.63 1 n4h : No 1 ?Ui 15 1 900 1 1.77 1 1.29 1 1203 1 270 1 10231 On LESS THAN IASS. 20 1 1250 1 1.45 1 1.06 1 1:76 1 360 1 10161 25 i 1500 1.21 1 .08 1 1413 1 450 1 9651 30 18011 1 1.04 .76 1 14 1 540 1 9021 35 1 2100 1 :91 1 .66 : i-Al 1 630 1 ON; 40 1 2400 1 02 1 .60 1 UK t 720 1 7761 45 1 2700 1 .74 1 .54 1 142 1 810 1 7021 `.d1 1 1 .68 1 .50 1 1518 1 900 1 638I 55 1 3300 1 .64 1 .47 1 07 1 990 1 597; 60 1 - 3600 1 .61 1 .44 101 1 1080 1 5661 65 i 3900 i .6 1 .44 1700 1 1170 1 58011 70 4200 .58 1 .42 1 109 1 1260 1 559; 75 1 4500 1 .56 1 .41 1 1079 i 1350 1 5291 80 i 4800 1 .53 i . 113 1 -- - 1 140 1 W! 05 1 5100 1 .52 ! .38 1 102 1 IMA V 45; 90 1 500 1 .5 1 .36 ! 205 1 IUD 1 3651 95 1 5700 i .49 1 .36 1 2N3 1 1710 1 30 100 6000 .42 35 i 205 1800 1 335i Vin = 134 1 0 dev 1 t for V Tc Vin = 0 bey 3 t + 1 0 dev I Tc for t i Tc o- TayloEDiguileermig Civil D and Land Plcqnl&g DES Cfllr T ION m SPORANE INDUSTj B.S.P. DAT r/' CHOCKED DATE 0 ME HO. I q S T R I 'NG 7 -'1- ': &/ " (BO c BASIN. 6 �� A i s 7 F ,-7 TOTAL AREA ACR IMPERVIOUS SURFACES, NE'vv' ASPP.U-T A2EA = SQ.FT p NEW PATH:'l'AY AREA = SQ.FT. TOTAL TO DR AIN TO 208= S Q . F T . r/7, ,Z Z�,P V Nr_ SWALE AREA REQUIRED' X .0 42 FT . rTJNOFr PT .3 X 1/2 "=. 042P- rp PROJECT SWA LE AREA; x 1,6 7 ( ..-2 '_PT. X + VT3 2 x 208 AR A=/ x X - tl DRY WELLS: .D "C"= ASPHALT =(.90) GRASS =(.50) USE WORST CASE T = 5 MIN' ' -USE -1 TYPE '!A" DRYWELL & USE T TYPE "B" DRYWELL. SEE -BGi- rm-AIDIG CALCULATIONS NEXT PAGE. 3:/ /9 BASIN DESIGNATION PROJECT CALC � ��� /6 -b'8 CHECK n DATE SOIL GROUP G y� ARE (Acres) SLOPE CURVE NUMBER PRESENT CONDITION FUTURE CONDITION 2 LAND USE % CN PRODUCT pmsxwr� _ —70 _ 6 RUNOFF DEPTH: (Q) . PEAK DISCHARGE HYDRAULIC LENGTH CHART FLAT (0 -2 %) MODERATE (3 % -7 %) STEEP (>8 %) cfs /in. cfs /in. X cfs /in. = ! cfs / ADJ, EQUIV. PEAK- DISCHARGE X ACTUAL AREA = ADJ. PEAK, DISCHARGE EQUIV. AREA cfs /in. X 76a Acres = 1 1" 7 cfs /in. ! G� Acres ADJ. PEAK DISCHARGE (cfs /in.) X Q (in.) = DESIGN DISCHARGE cfs /in. X Q2 in. = b cfs. 2 QI X 2-6 in. DI /111.7 cfs. L?:: p- a•.25� Q5 in. D5 cfs. Pt•O,BS Q10 in. 3 10 0 cfs g z [ !. 9 - p. X0 -9;0 1. a8 7.9 to•8(3 -8s) y_98 .a6 112 W�D CN: 7.2,2_ 'J P2 in. Q2 in. PI /- 9 in. Q1 6 in. Fr""," bPAP ' P5 in. - Q5 in. PIO in. Q1O0__ in. O O ft. EQUIV. AREA /G/ Acres EQUIV. X SLOPE = ADJ. EQUIV. PEAK. PEAK DISCHARGE FACTOR DISCHARGE 1'r Taylor Engineering ` CiA DP.SIPn an11 1,,T ,;t BUHRINO METHOD DATE 1-17-8c MENTION BASIN DESIM Prepared by PROJECT-SPOKANE IND. PARK - PAX NO 12 TAYLOR ENGINEERINC, BASIN No- G IMPERVIOUS SURFACE ONLY. Time Increment ruin) Time of Concentration (mint 6Am Outflow (c.f.s.) 1.30 ;U , 'SE I TYPE W 1 TYPE 1 DRYWELL. Design year flow (yr) Area (acres) 10�� Developed 'C" factor .90 41 i2 1 #,,, #4 i # #6 #7 Time Inc, Time Inc. �Intensitv Q day. V in 1 V out 'Storage (rain) (SEE) Hirj./hr.) (cu. ft.) (cu'ft I icu.ft :(41 t I()) -------------------------------------------------------------------------------- : 101C1430 i(cee below) (oritf lowt#z) : (1516) 5 1 300 1 3.18 : 2-15 i 063 1 390 1 M! LESS THAN IM 10 1 600 1 2,24 1 1.51 1 1061 1 780 1 2B1 : 15 r 900 1 1,77 ; 1.19 ; 1197 1 100 1 V P 20 1 1200 ; 1.4`.• 1 AD 1 1274 1 1560 1 -286 25 1 1500 1 1 ,21 M ! 1308 1 1950 ! -642! 30 1 1800 1 1.04 70 1 1335 1 2340 1 -1000 35 1 2100 1 .91 1 61 1 1353 2730 -13771 40 ; 2400 1 .82 ; 51 : 1385 3120 -1715; 45 1 2700 1 .74 1 50 1 1400 3510 1 -21101 50 1 3000 1 08 1 .46 ! 1424 1 3900 ! -24761 55 1 3300 1 .64 1 .43 1 1470 1 4290 1 -28201 60 1 3600 1 61 1 .41 1 1524 1 46BO 1 -3156; 65 1 3900 1 Q 1 .41 ; 1621 : 5070 1 -3449; 70 1 4200 1 .58 .39 1 1604 1 5460 1 -37761 75 1 4500 1 .56 JB ; 1140 1 5050 1 -41101 BO 1 4000 1 .53 .36 1 1754 1 6240 1 -44061 B5 1 5100 1 .52 .35 1 1026 ; 6630 1 -4004 90 1 5400 1 .5 .34 1 1857 1 7020 -51631 95 1 5700 1 .44 1 .33 1 1119 1 MO -5491 100 1 6000 1 .48 i 32 1 1977 1 7B00 1 -58231 Vin = 104 1 0 dev t t for Tc 0 Vir, = 0 ' d ev t t + t 0 dev t Tc jor t > Tc Taylor Engineering, Inc. Civil Design and Land Planning August 1, 1990 1VIr. Gary Nelson �rY Spokane County Public Works Dept. `z North 811 Jefferson $ ti' M4 Spokane, Washington 99260 A UG : Jv� RE: BSP No. 22 - Roads and Drainage Revised l gpp G'vUivi'i L'',GGiia[G7� Dear Gary: A tentative meeting is set up with you that will include a representative from Spokane Industrial Park Inc. and our office. Some of the remaining comments on the road and drainage plans will be addressed at that time. The comments involved that will be discussed relate to the fence along the north side of Basin "C ", existing Euclid vacation and the traffic signal contract. The other portion of the remaining comments will be addressed in this letter (regarding curb cuts). The sheet on which the comments were written calls out Basin "L" as the only basin requiring curb cut calculations on a continuous grade. Your comment regarding this basin was stating whether this changes previously apVroved BSP No. 17 road plans. The curb cuts required for BSP No. 17 are 5.25 as shown on the at ch d calculation sheet (7' is shown on plans). The curb cuts for BSP No. 22 ar 6' \NC shown on attached calculations. Comments listed basins, with stations, that are also not low spots. These comments will be on a basin by basin basis as follows. Basin "B" (STA. 11 + 85 and STA 4 +00) Neither of the stations in question is a low point. This basin is on a continuous grade. The average grade is approximately 1 %. The length of street used to determine runoff flowing to each curb cut was 45'. There were only 2 distances between curb cuts that exceeded this out of the 18 possible therefor this should provide information for adequate drainage routing off the street. As shown by the attached calculations, a 5' curb cut is required. Basin "C" (STA. 4 +00) This station is_ not. a low point. However, in looking at the calculation for runoff generated in this basin it shows that only 2 type "B drywells are required. Two drywells are shown on the plans with a connection between them. The drywell at STA 5 +70 will intercept a portion of the flow going to the low point, STA 6 +00, and any runoff in excess of the capacity of the drywell at STA 6 +00 will flow ough the connecting pipe. The type "A" drywell at station 4 +00 was left in to �ist in drainage dispos r W. 106 Mission Ave.. Spokane, WA 99201 • (509) 328 -3371 FAX (509) 328 -8224 Basin E (STA. 12 +50) This is not a low spot although there is no curb cut shown. The curb cut for Basin "E" is at the low spot, STA. 10 +00. If you have any questions regarding this information, please call. Sincerely, TAYLOR ENGINEERING, INC. Scott Busch Project Lead SMB /yev 90 -023K Attachments Tai br Engineering, Inc. Civil Design and Land Planning W. 106 Mission Ave. • Spokane, WA 99201 • (509) 328 -3371 FAX (509) 328 -8224 PROJECT 5Poe9n�� l�i��.�refo� Pf1P� A#, IlC Designed 2- - Date Checked1 Sheet _Of _ . �3asi,o g A /E, 6c0A5 =40 ,CVh bitr CETrktl ,, Q' _F�d cRPA�iTY o< cuPF, ictir -> cwSE G /G,, /G Taylor Engineering, Inc. Civil Design and Land Planning 9 O CA= •9(3.18) PROJECT R_5 P z Designed %�'� �^ , k Z Date / Checked Jekq . Sheet _Of — r� _ Taylor Engineering, Inc. Civil Design and Land Planning PROJ=-T 7 - 11*21- - DESIGNED T.; CHECKED : ��e t pg c SHEET ..... .......... . . . . . . . .. . . . o e 42 Alrjl)F' TAN71r)r.T;.Tloi'npp7inrr PROJECT 1,7 DESIGNrp_S DATE 1.,t2.f3?C IIECTIED DATE SHEET or 216, - -- -- 37 /8 401 -4 --c -/ 6> A� 7- 0/ - .17 31 Taylor a&cetW, ayIox EzI- UIeermg ^ Civil Design and Land Planning Dj5I8NED )/�DATEletl '91e CHECKS BASIN , .' TOTAL AREA = A( IMPERVIOUS SURFACE'S; NEW ASPH.,UT A= = L/l fOPJ SQ.FT 7 S NEW PATEi"AY AREA = � Lj0_� SQ.FT. 7VIA 5` ` TOTAL TO DRAIN TO 208 = 1./ SQ.FT. /,py giri/m5• SWALE AREA REQUIRED; W530 X .042 FT. RUNOFF = /Cfo3 FT, 1/2 "= .042FT. PROJECT SWALE AREA. )u +� 447 + yf0 (:S) ( 7T — ) FT. X ( 2 FT3 208 AREA= /o X Y So I X wl x-y 3. l SLODF • 'USE '/ TYPE "A" 'DRYWELL & USE TYPE "B" DRYWELL. SEE BOWSTRING CALCULATIONS NEXT PAGE SPOI:ANE INDUSTRIAL PARK DESCRIPTION. B.S.P. ;Z, DATE FILE 110, - SHEET OF. (BOWSTRING),, BOWSTRING METHOD DETENTION BASIN DESIGN DATE 4 -10 -89 Prepared by PROJECT-SPOKANE IND. PARK: - B.S.P. 22 TAYLOR ENOINEERINC BASIN NO- B B.R.S. IMPERVIOUS SURFACES O s.. lime Increm� ; 5.00 Time of Concentration (min) ; 5 o ; Outflow (c,f.s.) i .30 ;USE i TYPE °A" DRYWELL PER SWALE Design year flow (yr) ; 10.00 ; Area (acres) 1.04 ; Developed °C° factor ; .90 ; Time Inc. ;Time Inc. ;Intensity ; O dev. 1 V in 1 V out ;Storage , (min) , (sec) !(in./hr.) 1 (c.f.s.l ; (cu. ft.) ; (cu.ft.) 1 (cu.ft.)I 1( #1 t 60) ; ---------------------------------------------------- ;(AtCt #3) ;(see below) --- ---- ;(outflowt #2) -- ----- ------ ; ( #5 - #6) 1 ---- --- -; 5 ; 300 ; 3.18 1 2.98 ; 1197 ; 90 ; 1101; 10 ; 600 1 2.24 1 2.10 ; 1472 ; 180 ; 1292! I5 1 900 ; 1.77 ; 1.66 ; 1664 ; 270 ; 1394; 20 1200 ; 1.45 ; 1.36 ; 1167 ; 3 360 1407; OK LESS THAN 003 25 ; 15001 ; 1.21 ; 1113 ; 1814 1 4. ; 1364; 30 1 1800 1.04 1 .91 ; 1851 1 540 ; 1311; 35 ; 2100 ; 91 ; 85 1 1816 1 630 1 1246; 46 ; 2400 .82 .77 ; 1920 ; 720 ; 1204; 45 ; 27001 ; .74 ; .69 1 1941 ; Slip ; 1131; 00 ; 3000 ; .6B ; .64 ; 1974 ; 900 ; 1014; 55 3300 ; .64 ; b0 ; 2038 ; 990 ; 1048; 60 ; 3600 ; .61 ; .57 ; 2114 ; Ian ; IOX 65 1 39110 ; b ; 56 1 2248 1 1170 ; 1678; 70 ; 4200 ; 51 ; 54 1 2335 ; 1260 ; 10751 75 ; 4506 ; ,56 1 .52 ; 2412 1 1350 ; 1ii62; 80 ; 4800 1 .53 ; .50 1 2432 ; 1440 ; 992; 85 ; 5100 ; .52 ; .49 1 2532 ; 1530 ; 101021 96 ; 5400 ; .5 ; .47 1 2575 1 1620 95 ; 5700 ; .49 1 .46 1.. 2661 1 1710 ; 951; 1010 ; 6040 ; .48 1 .45 ; 2742 ; 1806 ; 942; 0 Vin = 1.34 t O dev t t for t{ Tc Vin = 9 dev t t + .34 1 0 dev t Tc for t ? Tc ..i w- Taylor Enp i i Civil Design and rand Planning SPOT'UANE INDUSTRIAL PARK DE3CHIPTI0H . - ---- . B.S.P. 2Z. DCSIBHED DATE CHECKED DATE SHEET OF_ (BOWSTRING),, BASIN Z� TOTAL AREA = AC IMPERVIOUS SURFACES; ASP AE A n EA _ o�a�s��ts�oa�s Y.ALT Al;r, - ?� II- IpD SQ.FT� NEW PATH AREA = //800 SQ.FT. TOTAL TO DRAIN TO 208 /I Jp SQ.FT. yj QiG SWALE AREA REQUIRED; //t zj00 X .042 FT. RUNOFF FT. 3 . 1/2 "= .042FT. PROJECT SWALE AREA. 5 � t--2 +9) FT. X 3 'zz3� s Id9� FT3 208 AREA= / X 3,z-S x -y ' .DRY WELLS DEVELOPED. "C " = . 9O ASPHALT _ (: 0 90). (/ CRASS (.50) USE' WORST .CASE. T 5 MIN. USE TYPE "A ":DRYWELL & USE - - -' . , TYPE "B" DRYWELL. . SEE BOWSTRING CALCULATIONS NEXT PAGE.- • L BOblEi'MINL; METHOD DEl "ENTION SAFSIN DESIGI'A BASIN NO- S IMPERVIOUS SURFACES ONLY Time Increment (min) Time of Concentration (min! Outflow (c.f.s.) ; Design year flow ('yr) Area (acre== -.l Developed "O" factor IND. F'(ARk:: -- Ei.S.F'. ._.._ H.R.S. 5.00 ; 30 ;USE I PIPE "A" DR1'NELL 10.00 ; .93 ; .90 ; #1 ; #2 ; 03 ; #4 ; #5 ; #6 ; #7 Time Inc. ;Time Inc. ;Intensity 1 O dev. V in V out ;Storage (min) 1 (sec) ;(in. /hr.) ; (c.f.s.) ; (cu. It.! ; (cu.fi.) 1 (cu.ft.); ;( #1 f 601 1 ;(AICI 43) ;(see below) 1(outfi3012) 1 ( #516) ; 5 ; 300 ; 3.18 ; 2.66 ; 1070 1 90 ; 980; 10 ; 600 ; 2.24 ; 1.87 1 1316 1 180 ; 1136; 15 ; 900 ; 1.77 ; 1.48 ; 1484 ; 270 ; 1214; 20 ; 1200 ; 1.45 1 1.21 1 1580 ; 360 ; 12201 OK LESS THAN 1693 25 ; 1500 1 1.21 ; 1.01 ; 1622 1 450 1 1172; 30 ; 1800 ; 1.04 ; .87 ; 1656 ; 540 ; 1116; 35 ; 2100 ; .91 ; .76 1 1677 ; 630 1 1047; 46 ; 2400 ; .82 ; .69 ; i717 1 720 ; 9971 45 ; 2700 1 .74 ; .62 1 1736 ; 810 ; 926; 50 ; MR) ; .68 ; .57 1766 1 900 ; 866; ._ i 3300 ; .64 ; .54 ; 1822 ; 990 ; 832; 60 1 3600 ; .61 ; 51 ; 1890 ; 1080 ; 810; 65 ; 3900 ; .6 1 .50 2010 1 1170 ; 840; 70 1 4200 ; .58 ; 49 ; 2 , 088 ; 1260 ; 828; 75 ; 4500 ; .56 ; .47 1 2157 1 1350 ; 807; 80 ; 4800 ; .53 ; .44 ; 2175 ; 1440 ; 735; BS ; 5100 ; .52 1 .44 ; 2264 1 1530 ; 734; 90 ; 5400 ; .. ; .42 ; 2303 ; 1620 ; 683; 95 ; 5706 1 .49 ; .41 1 2380 ; 1710 ; 670; 100 ; 6000 ; .48 ; .40 1 2452 ; 1800 ; 652; U Vin = 1.34 I O dev I t for „ Tc Vin = 0 dev I t+ .34 1 9 dev I Tc for t i Tc Prepared b FAYLOR ENGINEERII Vin = 1.34 t O dev t t for t{ Tc Vin = 0 dev 1 t+ .34 1 9 dev t Tc for t i Tc BOWSTRING METHOD DATE 4-10 -89 • DETENTION BASIN DESIGN Prepared by PROJECT- SPOKANE IND. PARK - B.S.P. 22 TAYLOR ENGINEERING BASIN NO- J B.R.S. IMPERVIOUS SURFACES ONLY Time Increment (min) ; 5.00 ; Time of Concentration (min) ; 5.00 ; Outflow (c.f.s.) ; 30 ;USE 1 TYPE "A" DRYWELL Design year flow (Yr) ; 10.00 ; Area (acres) ; .22 ; Developed "C" factor .90 ; #1 12 ; #3 ; #4 ; #5 ; #6 #7 Time Inc. ;Time Inc. (Intensity ; O dev. ; V in V out ;Storage 1 (min) ; (sec) 1(in.7hr.) ; (c.f.s.) ; (cu. ft.) 1 (cu.ft.) 1 (cu,ft,)1 :(Vl t 60) ----------------------------------------------------------------- ; 1(AtCt #3) ;(see below) ;(outflowt #2) 1 -- ------ 45461 1 -- - - -' 5 ; 300 ; 3.18 ; .63 1 253 90 ; - - 163; OK LESS THAN 401 10 ; 6110 ; 2.24 1 .44 ; 311 ! 180 ; Ili: 15 ; 900 ; 1.77 ; .35 ; 351 ; U ; 61; 20 ; 1200 ; 1.45 ; .29 ; 374 ; 360 ; 141 25 ; 1500 ; 1,21 1 .24 1 384 ; 450 ; -661 30 ; 1800 ; 1.04 ; .21 1 392 ; 540 ; -148; 35 1 2100 1 .91 i .18 i 391 1 40 ; 2400 ; .82 ; .16 ( 406 1 720 ; -3141 • 45 ; 2700 1 .74 1 15 ; 411 ; 810 50 ; 3000 ; .68 ; .13 1 418 ; 900 ; -482; 55 ; 3300 ; .64 1 113 1 431 91 -559; 60 1 3600 ; .61 ; .12 1 447 1 11 , 180 ; -633; 65 1 3900 ; .6 ; .12 ; 475 ; 1170 1 -695; 70 ; 4200 ; 158 1 .11 ; 494 1 1260 1 -766; 75 ; 4500 ; .56 ; .11 1 510 ; 1350 ; -840; 80 ; 4800 ; .53 ; l() 1 514 ; 1440 ; -926; 85'; 5100 ; .52 ; .10 ; 536 ; 1530 1 -994; 90 1 5400 ; .5 ; .10 ; 545 ; 1620 ; - 1075: 95 ; 5700 ; .49 ; lip ; 563 ; 1710 ; -1147; 100 ; 6000 1 .48 ; .10 580 ; 1800 ; -1220; 0 Vin = 1.34 t O dev t t for t{ Tc Vin = 0 dev 1 t+ .34 1 9 dev t Tc for t i Tc C 0 BOWSTRING METHOD DETENTION BASIN DESIGN PROJECT-SPOKANE IND. PARK - B.S.P BASIN NO- N IMPERVIOUS SURFACES ONLY Time Increment (min) Time of Concentration (min) Outflow (c.f.s.l ; Design year flow (yr) Area (acres) Developed "C" factor ; 22 DATE 4 -10 -89 Prepared by TAYLOR ENGINEERING B.R.S. 5.00 ; .30 ;USE 1 TYPE "A° DRYWELL 10.00 ; 22 ; #1 ; #2 1 13 1 #4 #5 #6 ; 17 ; Time Inc. ;Time Inc. ;Intensity I 0 dev. ; V in V out ;Storage 1 (min) 1 (sec) l(in,ihr.) l (c.f.s,) ; (cu. ft.) 1 (cu.ft.) ; (cu.ft.); ;( ---------------------------------------------------- #i t 60) ; ;(AiCt #3) ;(see below) 1(outflowt ---- ---------------- #2) 1 ( #516) 1 --- - - - - -' 5 ; 300 ; 3.18 ; .63 1 253 ; 90 ; 163; OK LESS THAN 401 10 ; 600 ; 2.24 ; .44 ; 311 ; 180 ; 131' 15 ; 900 ; 1.77 35 ; 351 ; 270 1 8L' 20 ; 1200 1 1.45 ; .29 1 374 ; 360 ; 14; 25 ; 1500 ; 1.21 ; .24 1 384 ; 450 ; -661 30 ; 1800 ; 1.04 ; 21 1 392 ; 540 -148; 35 ; 2100 1 .91 ; .18 ; 397 630 ; -233; 40 1 2400 ; .82 ; 16 ; 406 ; 720 ; -314; 45 1 2700 ; .74 ; .15 ; 411 1 810 ; -399; 50 1 3000 ; .68 ; .13 ; 418 1 900 ; -482; 55 3300 ; .64 ; .13 ; 431 ; 990 ; -559; 60 1 3600 ; .61 ; 11_ ; 447 ; 1080 ; -6331 65 ; 3900 1 .6 ; .12 ; 475 l 1170 ; -695; 70 1 4200 ; 58 ; .11 ; 494 ; 1260 1 -766; 75 ; 4500 1 .56 1 .11 ; 510 ; 1350 ; -840; 80 ; 4800 1 .53 ; .10 ; 514 1 1440 ; -926; 85 ; 5100 ; .52 ; t0 ; 536 ; 1530 ; -994; 90 ; 5400 ; 5 ; ,10 ; 545 1 1620 1 -1015; 95 ; 5700 ; .49 1 .10 ; 563 ; 1710 1 -1147; 100 ; 6000 ; .48 1 .10 ; 580 ; 1800 1 -1220; 0 Vin = 1.34 t O dev I for t( Tc Vin =O dev tt +,34 t9 dev tTc Fort>Tc 0 X zayox Enguxleering Civil Design and rand Plammg SPOK INDUSTRIAL PARK .DE 3Cfl I P T ION . DESIGNED Ape "CHECKED DATE (ILE NO. - j, y7y*Y ,fif SHEET oF. (BOWSTRING),, 9%T <l �i46a �' yc:E BASIN' TOTAL AREA A( TdTa �- IMPERVIOUS SURFACES, NES'1 ASPF-U' T A EA = 7 jC7 /O/' SQ.FT NEW PATE;AY AREA O SQ.FT.. TOTAL TO DRAIN TO 208= SQ.FT. SWALE AREA REQUIRED; 35�60 K .042 FT. P, UNOFr 1/2 "= .042FT. • PROJECT SWALE AREA: l /x -+y 2-g o�✓v ( '- -' —) FT. X ( 2 )_. ���� FT3 �Sx/�6o F DRYWELLS _DEVELOPED " "C " = • ��j0 -. "'ASPHALT':= (. °0).'�)7(� •;,Lz/., 3. 1 S/opE s 0 OK,LESS THAN 1488 .BOWSTRING METHOD APRIL 20,1988 DETENTION BASIN DESIGN Prepared by PROJECT - SPOKANE IND. PARK- B.S.F. 22 TAYLOR ENGINEERING BASIN NO- E B.R.S. Time Increment (min) 5.00 ; Time of Concentration (min) ; 5.00 : Outflow (c.f.s.) 3.00 ;USE 3 TYPE "B° DRYWELLS Design year flaw (yr) ; 10.1111 ; Area (acres) 3.10 ; Developed "C" factor 60 ; 11 12 13 44 ; 45 ; 16 17 , Time Inc. ;Time Inc. ;Intensity ; O dev. V in V out ;Storage , (min) , (sec) !(in./hr.) ; (c.f.s.) ; (cu. ft.) ; (tuft.) 1 (cu.ft.); ;(11 ------------------------------------------------------ t 60) 1 ;(AtCt43) :(see below) -- :(outflow$421 ; --- -------- -- --- (15 -16) ; --- ---- -' 5 ; 300 : 3.18 ; 5.91 ; 2378 ; 900 : 1478: 10 ; 600 ; 2.24 1 4.17 1 2125 1 1800 ; 1125; 15 ; 9110 ; 1.77 ; 3.29 1 3299 : 2700 ; 599; 20 1200 ; 1.45 1 2.70 1 3511 ; 3600 ; -89; 25 ; 1500 1.21 ; 2.25 ; 3605 1 4500 1 -8951 30 : 18010 ; 1.04 1 1.93 ; 3679 ; 5400 1 -17211 35 ; 2100 ; .91 : 1.69 1 3727 ; 6300 ; - 2573; 40 ; 2400 ; .82 : 1.53 : 3816 1 7200 ; -3384; 45 ; 2700 ; .74 ; 1.38 1 3857 ; 8100 ; -4243": 50 ; 3000 68 1 1.26 1 3923 ; 9000 : -5077; 55 : 3300 : .64 : 1.19 : 4050 ; 9900 ; -58501 60 ; 3600 ; .61 1 1.13 : 4200 ; 10800 : -6600; 65 ; 3900 ; .6 : 1.12 : 4466 1 11700 : -7234: 70 ; 4200 1 .58 ; 1.08 ; 4641 : 12600 : -7959: 75 : 4500 1 .56 ; 1.04 ; 4793 ; 13500 1 -87071 80 ; 4800 ; 53 1 .99 ; 4832 ; 14400 ; -9568: 85 ; 5100 ; .52 ; .97 1 5031 : 15300 1 - 10269; 911 ; 5400 ; .5 1 .93 ; 5117 ; 16200 ; - 11083: 95 ; 5700 ; ,49 1 191 : 5268 : 17100 1 - 11812; 100 ; 6000 : .48 ; .89 ; 5448 ; 18000 : - 12552: Vin = 1.34 t O dev t t for K Tc 0 Vin = 0 dev t t + ,34 1 9 dev t Tc for t % Tc OK,LESS THAN 1488 • BOWSTRING METHOD DETENTION BASIN DESIGN PROJECT - SPOKANE IND. PARK - B.S.P. 22 BASIN NO- E IMPERVIOUS SURFACES ONLY Time Increment (Ain) Time of Concentration (min) Outflow (c.f.s.) Design Year floe (yr) Area (acres) Developed "C" factor 5.00 ; APRIL,20,1989 Prepared by TAYLOR ENGINEERING B.R.S. 5.00 i 3.00 ;USE ;TYPE "8" DRYWELLS 10.00 ; .81 .90 #1 #2 #3 1 04 ; 15 ; #6 1 #7 1 Time Inc. ;Time Inc. ;Intensity ; 0 dev. V in V out ;Storage 1 (min) ; (sec) ;(in.ihr.) ; (c.f.s.) ; (cu. ft.) (cu.ft.) ; (tuft.); ;( #1 t 60) 1 ;(AtC$ #3) ;(see below) 1(outflow! #2) ( 0546) ; -------------------------------------------------- --------- -- ----- --- ------ - - - --; 5 ; 300 ; 3.18 ; 2.32 : 932 ; 900 32; OK LESS THAN 1488 10 ; 000 ; 2.24 ; 1.63 1 1146 1 1800 ; -654; 15 ; 900 ; 1.77 1.29 ; 1293 ; 2700 1 -1407; 20 ; 1200 ; 1.45 ; 1.06 ; 1376 1 3600 1 -2124; 25 1 1500 ; 1.21 1 .88 ; 1413 1 4500 ; 30871 30 ; 1800 ; 1.04 ; .76 ; 1442 1 5400 ; -3958; 35 ; 2100 ; .91 ; .66 1 1461 1 6300 ; -4839; 40 ; 2400 ; B2 ; .60 1496 ; 7200 -5704; 45 1 2700 1 .74 ; .54 ; 1512 ; 8100 1 -6588; 50 ; 3000 ; .68 ; .50 ; 1538 ; 9000 1 -7462; 55 ; 3300 ; .64 ; .47 1 1587 ; 9900 ; -8313; 60 ; 3600 1 .61 1 .44 1 1646 ; 10800 1 -9154; 65 ; 3900 1 .6 1 .44 1 1750 11700 1 -9950; 70 1 4200 1 .58 ; .42 ; 1819 ; 12600 ; - 107811 75 ; 451,10 ; .56 .41 ; 1879 ; 13510 ; - 11621; 80 ; 4800 ; .53 1 139 ; 1894 ; 14400 1 - 12506; 85 1 5100 ; .52 1 .38 ; 1972 1 15300 ; - 13328; 90 ; 5400 ; .5 ; .36 1 2005 ; 16200 1 - 14195; 95 ; 5700 ; .49 ; .36 ; 2073 1 17100 1 - 15027; 100 ; 6000 1 .48 ; .35 ; 2135 ; 18000 1 - 15865; 0 Vin = 1.34 t 0 dev t t for t( Tc Vin =O devtt *.34t9devITc for t Tc L Taylor Engineering West 55 Mission Spokane, WA 99201 RECEIVED APR 2 8 1989 North 920 Lake Spokane, Washington 99212 budinger & associates geotechnical & material engineers April 26, 1989 Attn: Bernie Stumbough Gentlemen: PROJECT: Binding Site Plan 22 Spokane Industrial Park Spokane, WA SUBJECT: Asphalt Diamond Coring Job Number D89061 As requested, we met you on site to diamond core several locations which were set out for us on an unnamed street accessing the Spokane Industrial Park. This street is just opposite the main entrance into Kaiser's Trent - wood Mill from Sullivan Road. The results of the diamond coring are presented on the attached "Sample Summary ", which identifies the locations by station and offset. The thicknesses of the asphalt and base course encountered at each location are identified on the summary. It has been a pleasure to be of service on this project and should you have questions concerning these results, please do not hesitate to call. Respectfully Submitted, BUDINGER & ASSOCIATES JT. � Sie ns, PE Addressee - 3 JAS /emk Spokane, Washington (509) 535 -8841 F.C. Budinger PE J. Andrew Siemens PE r . Binding Site Plan 22 Spokane, WA SAMPLE SUMMARY Job Number D89061 Station 2 4 6 Offset 10' L 15' R 16' R Sample Type Core Bulk Core Bulk Core Bulk Date Received 4/27/89 4/27/89 4/27/89 4/27/89 4/27/89 4/27/89 Sampled By B &A B &A B &A B &A B &A B&A Material Type AC BC AC BC AC BC Thickness (in.) 4.8 4} 4.3 4 -3/4 3.8 5 -3/4 AC = Asphalt Concrete BC = Base Course (Granular, Crushed) budingw & associates geotechnical & material engineers 1 ,A W Tayfox rilgai leezng Civil D esign and Lana Planning ,DEJCRIPTION. al SPOKANE INDUSTRI .i, B.S.P. . / _ DC516NCD DATC DATE -� i . T /� 1 /l 71LE 110. �5'HCCi py _ (BO STRING), N/f'ic1A 1!5' — r, BASIN' 6 / v TOTAL AREA= ACR IMPERVIOUS SURFACE'S' NESd ASPY.ILT A EA = tif?Ga� SQ,FT NEW PATH ,-'AY AREA = // %' // � % i ,' -` SQ FT / TOTAL TO DRAIN TO 208 = 1 e2 SQ,FT, ,y5 "JA t SWALE AREA REQUIRED; fO X..042 ?T. P.UNO °F ?T. 3 1/2 "= ,042FT. PROJECT SWALE AREA' ( ,..:2 FT. X ( 2 )_ r `�f FT I X 208 AREA =/ x//6,2— X DRY W ELLS DEVELOPED. "C " = ASPHALT = ( ° 0) GRASS = ( 50.) USE WORST CASE T = 5 MIN, 1 USE TYPE "A" 'DRYWELL & USE — TYPE "B" DRYWELL. SEE BOWSTRING CALCULATIONS NEXT PAGE. i l/ 3. I SLOpE B09STFO9 METHOD DATE 1-17-85 BETEpTQN BASIN DESIEN Prenared by PROHPI-SPOKANE IND. Pgf,'' - B.S•P. 10.22 TAYUN. ENGINEENNO BASIN NO H BA.S. Time lroreiTEnt (min) 5.00 i Time of ConceFitrati6n (mint Outflow 7 194SE I TYPE IV "F,.YWELL. Desiqr, year flow. (yr) 1 1 0 I / Area facres) A Develped factur 11 1 12 11 #4 , 1 N5 #6 # I i Tice Inc. ;Time Inc. untmity 1 0 dev. 1 V ir, i V cut : (giro (sec) :(indhr.) 1 k,f.si 1 (cu. %) 1 (cwfL) 1 (cull)i #I t 6 1 1( MUM) Hsee below) 1 (outuoWN4 1 (vvva 1 -------------------------------------------------------------------------------- 5 1 300 1 30 1 1.64 1 660 90 : 10 1 600 1 2.24 1 1.16 1 oil 1 180 1 OR; i 5 : 900 I 1.77 : vi 4l5 : NO 1 1 5: M, LESS THAN 037 20 1 1200 JAS 1 .75 1 974 1 360 1 :14 25 1 15H 1 1,21 1 A2 1 1000 1 450 1 to! 30 ism ; 1,04 1 .54 1 IND 1 MU 1 Ql� 75 21H 1 1131 .47 1034 630 f: 4 1 40 2400 1 .82 1 .42 I 1058 i 720 45 2700 1 .74 1 .7111 1070 t 810 i JA 0 0 .68 1 .35 1 1008 1 900 1 HY 1 15 330v .64 i 3 IIN 1 94(; 60 36Of0 6i .3 1105 1080 6? 390;! 16 1 .31 1 1239 1 100 1 70 1 4200 1 58 1 - 111 ,- ) i 1287 1 1260 75 i 4500 .56 1 .23 1 IMU 1 1350 1 so 1 4800 1 .53 1 IN 1 1340 1 Mo 1 40 85 i ` . 52 ! .27 : 13'36 1 1530 i 90 i 54 00 t .5 1 .26 1 1419 1 1620 'i5 570 I .49 I 1467 1 1710 ; - v !, - 11 100 60n() .40 1 25 1 1511 1 1800 1 --51 Vin - 134 t 0 day i t for tv Tc in dev t t + -, ,4 i Ir f - Tr RiNS r,'ETH05 DETENTION BASIN BESIBN PIRFIKE IND. FMK - IMP.22 BASIN NO H IMPERVILN6 SURFACE QNL'i. I ;.-,�e Inc regier, t j min ! Tiet of Concentration imin) Outflow i I . f 5. ) Design year flow (vr) Area (acres) Developed 'c' factor DUE VIM PrEvareri by TAY( uR EJ11CINEERINu H.R.S. 34 !USE i TYPE W DRYWELL. i 10 . 0 () .45 11 1 12 13 1 H 1 15 1 16 1 17 TiRe Inc. ;Tirae Inc. :intensity 0 e V in 1 y out iStoraot (oin) ( 5ec l : ( in . 1hr. ) (c. .5, ) (cu f 1 (c,fL y, it ;f#1 t 600 1 ;(AtCW-' ;(see below) ;(outflowili) 05-W 1 -------------------------------------------------------------------------------- 5 1 300 : 3.18 1 1.29 1 518 1 90 1 4201 10 1 600 1 20 1 .91 1 637 1 du 1 4571 W, LESS THAN 037, 15 1 900 1 1,77 : .72 1 71 1 270 t 448; 20 t 1200 1.45 i .59 ; 765 1 360 ; 405; 25 1 50" 1 ai .49 1 705 450 1 3351 -10 1S('0 1.04 .42 801 1 540 2611 3 2100 191 .37 812 1 630 1 IM Q 2400 ;2 1311 831 720 IM 45 2700 .74 .30 i SO 810 t 30 901 3000 i 68 1 .28 854 9010 i -461 55 1 3300 1 64 1 .26 1 882 1 990 1 -1001 60 i 7 1 W") 0 .61 , 2 5- 915 1080 I -165: 655 31MO .6 .24 9 72 1 1170 -11n i 70 4200 .58 .23 1 1011 1260 -2491 75 1 4500 1 .56 1 as 1 1044 I 1350 -3061 SO 4800 1 , 5 -, 1 al 1 105 1440 -381 85 CAVI i .52 1 .21 0910 1 1`534 -434: 90 5400 5 20 1114 1620 -506( 95 1 5700 1413 .20 111 .5 1 Mu 1 -5 100 6000 .48 119 lin 1 1800 t -614; 0 Yin = 114 t Q dev I t for Tr ''in C V 4 dev 1 t + .34 i 0 dev 1 Tc for t Tc •. zayZox E -ng�x�eerz g Civil Design al Land Planrw�g ' DE3Cfi1f TI0H .. ay SP01 INDUSTRIAL P:. -K E.S.P. . D[SIeHCO �"f AT � ` � CHCCKED DATE TILE H0. SHCCT_ 3 s x soJo� d 5zo xi"r'y�/ (BOWSTRING ),.. `r'X6 6-rxx N J /CEO BASI-� .' ' TOTAL AREA = IMPERVIOUS SURFACES, NE11 ASPY.IL^_ A ^Eli = y6f�O SQ.FT j NEW PATH;AY AREA = 0 27 / SQ.FT. TOTAL TO DRAIN TO 208= 0 SQ.FT. SWALE AREA REQUIRED; & .042 FT. P,UNOFP• _ 1/2"= .092FT. PROJECT SWALE AREA �J /S :T.3 2 ±y) FT. X 2 FT3 USE WORST CASE T = 5 mil-T USE — TYPE - "A" DRYWELL & USE a, TYPE "B" DRYWELL. SEE BOWSTRING_CALCULATIONS NEXT PAGE.. DRYWELLS DEVELOPED. "C " = ASPHALT = (. 90) (•���_� • �.y /� GRASS = (�s)'(•9 1 � ° / 3: / StopE of _ �� ACR 4 Z. -- ---- ------- ------------ Art 9; TIPTtjF METHT'll «m» 4 C N « z 4 : ONLY Tir lncrer.;a h7s.19 - i m p r'! T*oT,-:ntrpticri mntl mlqrj ern_ fy,) P.r;A. mm; De-elooed vmm D A T E s :« Preoam - . T A v L am: E R 1 N F Blkz -� d HE r, i t � DR - w I L .. , I �. -FE - ''. �.7 1 911 1 4 f 2 � 1 #7 Ti, in 1 rge inr 1 ntersE i ty 0 oev n 1 U I — m rl E ec n r f t (cL, " 91 I (AiCt#"\) uEee btle-wi I (outf! I -------------------------------------------------------------------------------- - CK LESS TH4N 422. 18 .6� 10 2 24 .46 - 26 20 .37 1 Win 1,45 1 1.21 1 i rJ lo -Y'V 1.04 i 7C i - .4 i - I J m 17 425 45 74 15 4219 Q 4 Iks 1 .14 4 Al '4 4zi ; A.- J i 311 .6i 47 4 - 4 7 4 2 m : ,w, 61 .12 m : (In n7 A 1 z J1 1 14 J— 541r 5 I J4 v t » : «: 58 u2 w : i m ; m: 06 In() Vin = 1.7,4 a '4 dpy i t fr'r ti 7 U-1 % Ic Vin = 0 dev 4 # + .34 i 14 olva t Tc for 7r �ay0/,u�Z �t�vu/oo7a 5r`v-- lo-t 3� b CL 636 ?h,yi���,,Jvy c,.r TAYLOR ENGINEERING Civil Design & Land Planning Discription Designed bkg- Date / -/7 B9 Checked File No. Sheet Of (S.C.S. METHOD) Jim SAN J TOTAL Date AREA = ACRES ✓barzri y.� 5iY631;- IMPERVIOUS SURFACES: NEW ASPHALT AREA = �f SH0 SQ.FT. NEW PATHWAY AREA = SQ.FT. TOTAL TODRAIN TO 20 = g/O'p L1 SQ.FT. J SWALE AREA REQUIRED: 4 r YhO x .042 FT. RUNOFF = 1/2" _ .042 FT. PROJECT SWALE AREA: )(t7 (,5) (/ )FT. x ��xzq '08 AREA M T &o FT. j FT.3 a t �7 0 Y. -1 Y, = Dimension Shown on D iG G. DRYWELLS• 6 SLOPE 3:1 USE — TYPE "A" DRYWELL & USE "B" DRYWELL. TOTAL OUTFLOW = ,05 C.F.S.(WHICH IS LESS THAN /-oD C.F.S.) =O.K. SEE S.C.S. METHOD CALCULATIONS NEXT PAGE. / 72 r mil BASIN DESIGNATION J PROJECT S, /_/0 CALC DATE 1-1, CHECK DATE SOIL GROUP 11/ AREA G 9 14 )"611/ a (Acres) SLOPE 1 % CURVE NUMBER in. PRESENT CONDITION L FUTURE CONDITION QIO in. <AR LAND USE CN PRODUCT Pa szu, ,-a Cnr 97 70 67 - /�O pay4 7w G L` 3 - 1 ? 8* � • 9�f WEIGHTED CN: RUNOFF DEPTH: (Q) 5 /aoJ _ lO C n P2 in. o Gl //P PI !.9 in. Q1 Q1 �a in. gbz,W) V5 in. Q5 in. P10 in. _ QIO in. PEAK.DISCHARGE HYDRAULIC LENGTH / 0 O 62 ft. EQUIV. AREA Acres EQUIV. X SLOPE = ADJ. EQUIV. PEAK. CHART PEAK DISCHARGE FACTOR DISCHARGE FLAT (0 -2 %) _ � cfs /in. MODERATE (3 % -7%) cfs /in. X _ g,5 cfs /in. STEEP ( >8 %) cfs /in. ADJ, EQUIV. PEAK. DISCHARGE X ACTUAL AREA = ADJ. PEAK. DISCHARGE EQUIV. AREA f3.5 cfs /in. X 6. 3 Acres = 3,87 cfs /in. Acres ADJ. PEAK DISCHARGE (cfs /in.) X Q (in.) = DESIGN DISCHARGE 3.3 7 cfs /in q1= C P- 0.,� -' P + -8S X Q2 in. Q1 in. Q5 in. QIO in. ( p / 9 ) 6. 3 8 D cfs. DI FMS• cfs.= D5 cfs. DIO cfs. '`v,TaylorEngpeerulg BOWSTRING HETHC.! DETENTION BASIN REUR' PROJECT-SPIKOF MD. PARK BASIN NO J. IMPERVIOUS SHRFACE ONLY We Increment {rain) Tiae of Concentration (min) Outflow (c,f W Design Year flow )Y0 Area Was) Developed 'C" factor B.S.P. NO.22 DATE viz -O9 Panned by TAYLOR ENGINEERING CRIS• 1,00 ;L1•: 1 TYPE "F" DRYWELL. 1 A 90 11 1 12 1 13 54 #C a6 #7 Tiae Inc. :Tine I n c . ) I n t e n s i t y 14 dev. V in 1 V out :Storage 1 (ain) 1 (sec) (irs./hr. I (int. ft.) : (cu. f t. (cu.ftX :M t 60) : (MCIU) ,(see below,) � (outf low;#2) (15-#6) 1 -------------------------------------------------------------------------------- 5 300 1 3.18 i .54 1 2 19 1 300 1 -W CJK, LESS THAN 1 W7. to 1 600 1 224 1 .38 1 269 1 600 1 _331 15 1 900 i 1,77 1 .30 1 303 1 900 1 -597: 20 1 1200 1 1. 45 .25 1 3 1 1200 1 -877: 25 1 1500 1 1.21 1 .21 1 331 1500 1 -1160 30 • 18H 1 1 A4 1 .18 336 !BOO 1 -140 35 2100 1 191 i .16 313 1 2)00 1 -130 4 ! 1 240 82 t 114 1 5i 2400 1 - 2 " 45 1 2700 1 .74 .13 5 5 2 701! 1 -23 50 1 1 1000 1 6G .12 1 3 31!00 1 - --.': 55 1 3300 i 64 1 .11 i 372 1 3 -292.3i 60 3600 6i 1 to i 386 i 3600 1 -32141 65 1 7191110 I .6 1 1 to 1 411 1 3900 -s4891 70 I 4200 1 NK 1 . 1(! 1 427 1 4200 1 - 377'3; 75 1 4500 1 .56 1 .10 i 441 1 4500 1 _400 80 1 4800 1 .53 i Oy 1 444 1 4800 1 -43561 B5 i 5101,1 1 52 .09 1 401 5100 1 -46371 90 1 5400 .5 1 .09 1 470 5400 1 - 95 1 57 00 .0 1 .08 1 486 1 5700 1 - 100 1 6000 1 .46 08 1 5,ji 6000 1 - 549 9 • , Vin = 1.734 i u dev 1 t for tt Tc Vin = Odev t + 34 t 0 dev ; T fir t ,; Tc . Civil Ucs," and )mod ll � n g DESCRIPTION V SPOI:ANE INDUSTRIAL ?ARK B.S.P. . usio ED —DATE CHECKED - iy 2 �-2 DATE _ mrvo. SH££T OF_ /Zr:n Z.`'i SOX P i S - ✓I�� $ O (BO01STRING ) /i'i C: %,v / BASIN TOTAL AREA AC IMPERVIOUS SURFACES; NEid ASPHALT An EA = ��� �Q r SQ.FT NEW PATH AREA = 6 / // ,Q,FT. TOTAL TO DRAIN TO Zoe= /G/ 3 So ✓ SQ.FT. SWALE AREA REQUIRED' X .042 FT. P.TJNO_I = &16 7 j FT. 1/2 "= ..042FT. ✓ PROJECT SWALE AREA: ,..:2 FT. X ( 2 )=. FT? O V DRY WELLS DEVELOPED. "C 7 D ASPHALT = (.. °0) ( -6`II = ✓('2 GRASS = '(.50) USE WORST CASE T = 5 MIN. USE 'I TYPE "A ".'DRYWELL & USE, t9. TYPE "B" DRYWELL. SEE BOWSTRING CALCULATIONS NEXT PAGE.. �� METHOD DATE 1-17-05 DETENION BASIN DESIGN Preove." t-4 PRUJECT-SPI IND. PARK H.S.F. N122 TAYLOR ENGINEERING BUIN Ni; M B A 1 5. Tir",E ifiCTHErst (Eirl) 510 Ti of Co.q c e. It r a t i or i F.1 i r.. ) 5 "Oo Outflow info.) i .310 O :EA TOE "AH DR. Deciqri veEr flow (v'r) 1 lo.ou i Area (acres) DevElivEd °Co factor #2 1 #3 1 #4 05 1 46 1 #7 Time Inc. lTifie Irc. :hntemity 1 0 d er . V in out :Storage (sir) : (sec) l(Adhr.) 1 Won 1 vc ft.) (coft.) 1 saftV !(!I t 60) ; ! (AICH31 Wee below) NOW= 1 05161 1 -------------------------------------------------------------------------------- i 5 1 300 1 3.18 1 1.19 1 479 1 90 1 W 10 1 M 1 24 1 .84 1 589 1 IM 4 ( r ?; 15 900 1 1,77 .66 1 664 270 5 ; i 20 1 !2 1.45 1 .54 1 707 1 360 1 347: 25 1 15H 1 1.21 1 .45 1 726 1 450 1 2 1 . 30 1 1000 1 1 M 1 .39 1 741 1 540 1 20 t 2100 I 91 I 34 I 750 1 630 1 im 40 2400 .82 1 .31 768 1 720 48! 45 2700 1 .74 I .28 1 776 SID -716; 5fl 0 1 .68 1 .25 1 790 f 900 i - .5 i 35110 i .64 1 .24 I 815 1 790 1 -174 50 1 3600 ; .61 : .23 1 845 1 1080 ; 235; 65 1 lyml i .6 1 .22 1 899 I 1170 1 -2 70 1 4200 1 .58 1 22 1 934 1 1260 1 -32 75 1 45N 1 .56 1 .21 ; 965 1 1350 O85! sill 4800 1 153 1 .20 1 .973 1 1440 1 ME 85 i 5100 i .52 1 .19 1 IM3 1 230 1 -517: 5400 . 5 :1'9 1030 I 1620 I -5901 5700 1 .49 iR 1064 1 1710 -04Ri 100 6000 1 .48 1 IF, 1 I097 1800 7 A Vh - 114 t 0 devt t in V Tc Vir, = 0 dev I t + .34 i j' d e v 1 Tc for > Tc UK, LESS THAN bit, 3,3 - N 1 7 HE - DAT ; -, - 'I N� MENU 11 E T,- t . 1 T 7 B A S 1 N 1) E FrenArpd PRO E C T - Q'�F' < A N E I t D , P A RV B. S. F. NO . 22 A Y L 0 R E Nc1 NE ERI N R BASIN Mul i B.R.S. IMPER.'"OUS SURFACE ONLY. Time IrupffiPrit Imin) Time of Concentration (Gin) Outflow (r,f.E,) 1 f; :UQF I TYPE "A"' fiRNHL. Desiqrs Year flow (yr) Area (P. Devm luved 'C' factor #1 #2 #3 i4 #5 i zh 1 Time Irc. ITioe Inc, ;IntEnEity 1 9 dev, 1 V i V nLt� t storpae WrO i (EPO 1(in.7hr.) 1 (c.f.r,; 1 (cu. ft.) 1 (cu.ftJ :(#I t 601 : :(AtCtIl) ifsee telow) 1(c-uH!rwi#2) 1 (#546' -------------------------------------------------------------------------------- c i 100 2901 O'K, LESS THM All o 1 i, to 600 1 2.24 467 1 120 1 16 1 Wl 1 1.77 1 K7 1 1 70 1 2571 1200 1 1,45 A 1 661 1 60 1800 1 .04 1 517 540 1 0 6 1 7 40 1 2400 82 24 1 669 1 4 1 270!a .74 1 616 1 Rjo -; A 6 311 .64 il?l 647 1 79 Q '431 it ;60, 671 i 0 S (I 9 0 () i I 1 713 1170 I J 4 2 0 58 i 17 741 i '2611 45fio n F 0 J 7 515' SO 7 7 2 i440 -66 4`ffi ' 1. 'n 1 5 14m , w) l v 817 +5 S7j10 i .49 644 1 170 1 NO i 6000 i .48 1 870 1 1009 i - 9301 Yin = I.N t 0 dev t t for t( Tc Virl = G dEV t t + Ti 'pv t T for 'I Tc .:� rTayox Engt .eeriag Civil Design and Land Planning SPOi INDUSTRIAL PARK DEZCfiIr TIOH / B.S.P. /y) � DCSIBHEO /" DATE I -I y CH E C ED DATE �.; ,c _ ._. /IlE 110, SHEET pp_ i .c. (BOWSTRING), E2vZH Jji� 5u0 /�p 'O BASIN. Al . ' oD �� TOTAL AREA = -� AC j ��Gw / +y yT�yt r s 7or36 IMPERVIOUS SURFACES I?Plo NEW ASPHALT A ^EA ,SQ NEW PATEc7AY T,REA = v SQ.FT. TOTAL TO DRAIN TO SQ.FT. g 5yD SWALE AREA REQUIRED; Ile 9tt/O X .. 042 FT. RUNOFF 3 i 1/2 "= .042FT. t/ PROJECT SWALE AREA. 112- +9 76 7 �p (:S) ( 7y —) FT. X T? .L -) a DRY WELLS DEVELOPED, "C"= ASPHALT =(.90) 2 7, GRASS = (:50) USE WORST CASE T = 5 DiIN. USE Pl TYPE "A ":DRYWELL & USE %. TYPE "B" DRYWELL. SEE BOWSTRING CALCULATIONS NEXT PAGE. BHSMMG MCD RETENTION PASIN DESIGN HHOJECT-SPOKANE IND. PARK - D.S.P. N0,22 BASIN NO- r" T i;se 1 nt: rE F4er, t i to -; r, i Hme of Concentration kin) outflow Ms.) Desip year flu (yr) Area (acres) Developed "C" factor DUE 107M P"oered A TAYLOR ENSINEERINC M.G. 5 An I 3E 1 TYPE "B" URNAL, 1 0 11 1 12 , 1 13 1 14 1 15 1 16 1 17 Time Inc, iTime Inc. Wensib 1 0 dry. ; V in i t) out ISturaqe (rein) (sec) ;Qdhrl 1 Wfsd 1 (cu. M) 1 (rwin) 1 (caftl! M i 601 1 (ARSE) 1 Nee below) 1 (outf inwW) 1 (15 -40) -------------------------------------------------------------------------------- 5 1 300 1 3.18 ! 1,22 1 491 1 No 1 1111 W. LESS THAN 30, 10 1 600 1 2 at 1 .06 1 604 1 600 1 4; 15 ! 700 1 1.77 1 68 1 602 1 900 1 ME 20 1 1200 1 1AT 1 .56 1 726 1 500 ; -474: 25 1 1500 1 1,21 1 .47 1 745 1 too 1 -750 30 1 1000 1 1 A4 1 AO 1 760 1 1800 1 -10M 715 21011 1 '91 .35 i 770 i 2100 1 40 I 2 4 ti3O I ?2 I .32 f 789 I 2400 1 -16111 45 2700 7 .28 1 797 1 2700 - 190 5.0 3*100 I .6 t .26 1 811 I POO -2189{ 50 i 3600 1 .61 1 1 H 1 068 1 300 1 -27321 65 1 3700 1 16 1 .23 1 923 1 NOO -29771 70 1 4 2 10 ; , 52, .22 1 959 i 4201D i - ,2411 75 1 4 .5c .22 1 991 i 4500 -31-„11 8 i) 480;1 1 5 3, .20 1 999 i 4800 1 -3801 85 I •100 52 .20 1 1040 1 5100 - 4060 90 5400 I .19 1 10 5, 7 I 5400 -4343. 95 1 5705 1 .49 .19 1 1093 1 WOO 1 -4607: 100 1 6000 l AS '18 1126 1 6000 • l -4874: it 'in - 134 1 0 dev I t for N Tc Vin = 0 deq t + . 1 0 dev i Tc for t Tc BGNSTRING MUHAD MENTION BASIN DESIGN PROJECT=SPO.kANE INK PARK - SAY. NG.22 BAIN NO- N IMPERVIOUS SURFACE ONLY. Time Increment (min) Tire of Concentration !mini Outflow (c.f.e..) Design year flow (yr) Area (acres) Developed "C'' factor #1 #2 Time Inc. ;Time Inc. (min) ; (sec) ;(#1 t 60) ----- ---- - - -- -- 5 ; 300 110 610 15 ; 900 20 1200 25 ; 1500 30 ; 1Q 35 ; '[100 40 ; 2400 45 2700 50 ; 3000 55 3300 60 3600 65 ; 3900 70 1 4200 75 4500 8n ; 4800 85 ; 5100 90 ; 54(10 95 5700 100 ; 6000 DATE .4749 Prepared GY TAYLOR ENGINEERING B.R. - . ,x.00 5 ; 1.00 ;USE 1 TYPE "8" DR'YWELL. 10. d" C" .9V 43 #4 15 ; 16 ; 17 ;inters =_.ity ; O day. 1 •! in ; V out !Storage ; ;(in.mm ; MS .) ; U, ft.) 1 Wit.) ; (cu.ft.j; ;(AtCt #3) f(see below) 1(outflowt 12) , (# - 116) ; . --------------------------- - ------------------------------- ; /(a/ 3118 ; .54 ; 219 ; 300 ; -811 Ok, LESS THAN 349 2.24 ; 138 ; 269 ; 600 ; -331; 1.77 ; .30 ; 303 ; 900 -547 1.45 .25 ; 323 ; 1200 ; -877; 1.21 .21 ; 331 ; 15 l -1169; 1.04 18 ; 338 i 1800 ; -1462; ; .91 .16 ; 343 ; 2101' ; -1757; , 82 ; .14 ; 351 ; 2400 ; '2049; 74 1 , 7 1 ; 355 2700 i 34`,.; .68 .12 ; 361 ; 3000 ; -2639; .64 ; .11 ; 372 ; 3300 ; -2928; 161 ; .10 ; 386 ; 3 -3214; .6 ; . H ; 411 ; 3900 ; -7j 58 1 iii ; 427 4200 -3773; .56 ; 10 ; 441 ; 4500 ; -4019; 53 ' .09 ; 444 ; 4800 -43i6; .52 ; 109 ; 463 ; 55100 ; -4637; 5 09 ; 470 ; 5400 ; -4930; .49 ; .08 ; 486 ; 570t ; -5214; .48 .08 ; 5011 ; 6000 ; -5499; u Vin = 1.34 t D deer t t for t( Tc Vin = 0 de- t t r .34 1 0 dev t Tc for t? Tc C P� 1,6 PRO U T k2 DESISNED DATE HECI' ED DATE SHEET ;x7 e .4 SSA Z— "4 — ---- --- ------- > 15; 7L, -2 09 � - ? 9 - -- et C/ ago I Cheney • \ Spangle 2 20 Loloh G of �y TABLE 11 F Farrell B Graywolf B Hopgood Felida' B Green Bluff B Hoquiam C Fernow, B Greenwater A Hovde B Fiander C Grehalem C Hoypus A /' Fidalgo C Grove A A Huckleberry C Finley B Growden. B Huel Fitch. A Gu1er g Hum A Fontal. Freeman D C Gumboot. C Humptulips B B Gunn B Hunters B Gwin D G H Gahee Galvin -B C Hagen- B Indi anola A Garfield C Hale Haley B g Inkler B Grandpon Haman Issaquah B/C Garr ard B Hardesty B B It B Itsw swoot B Garrison B Harstine C Gaskell Hartline B Gee B Harwood C Gem C Havillah B German y B Hebo D ' J Getchell Heisler B Jonus B Giffin C Helmer B Jumpe B Giles B Hemmi C Juno B Gilligan B Henningson C Ginger C Hermiston B . Glen B Hesseltine B Glenoma B Hesson C K Glenrose B Heytou g ' Goddard B Hezel Kaiders B Godfrey C . Hillsboro B B Kalaloch B Kalama' C Goldendale B Ho Vin C Katula B Goosmus B Hodgson Rapowsin. Gorst D Hoh' C Govan C HO B Karamin B Grande Ronde D Ho od odsport C Kartar B C Katula g Kelso C Kennewick g NOTE: .Blank indicates a hydrologic soils group has Dual groups not been determined. indicate the drained /undrained condition. b -18 INLET CAPACITY, STD, GRATE 21"OPENING :7 Q = 3 P 5.75 Q 5.75) _9 3 /, Q = CAPAC r, F'5 P= PERIMETER -Ff, FLOW DEPTH Tf. FOR 9 = 10.5 :fi. :OR ?MEAGHT OF -.CURB C 5.1 5) (0.5) 3 (1 r-f FOR y = 01 �4 O (5.�5)(0.2) • 'W 'j Taylor Bu&cering, CiA Design and Land Plane nj Z SHEET - OF Table 9.' -- Slope Adjustment Factors by Drainage Areas FLAT. SLOPES. Slope 10 .. 20 50 100 200 500 .. 1,000 2 0 (percent) acres. acres acres acres acres acres acres acr s 0.1 0.49 0.47 0.44. .0.43 0.42 0.41 0.41 0.40 0.2 .61 .59 .56 .55 .. 54 . .53 0.3. .69 .67 .65 .64 .63 .62 .62 .5= 6 0:4 76 ..74 .72 .71 .70 .69 .69 0.5. .82. .. :80 .78 .77 .77 .76 .6c 0.7 0 .89 .88 .87 187 .87 .76 .7c 1.0 1.00 1.00 1.00 1.00 1.00 1.00 .87 1.00 .87 - 1.00 .1.5 1:14 1.14 . 1.15 1.16 1.17 1.17 1.li 2.0 1.21 1.24 1.26 1.28 1.29 1.30 1.31 1.3 MODERATE SLOPES 3 .93 _ .92 .91. .90 ..90 .90 89 .89 4 1.00 1.00 1.00 1.00 1.00 . . 100 1 . .85 1.00 5• 1.04 1.05 1.07 1.08 1.08 1.08 1.09 1.0� 6 7 .1.07 1.10 1.12 1.1.4. 1.15 1.16 1.17 1.17 1.09 1.13 1.18 1.21 1.22 1.23 1.23 1.24 STEEP SLOPES 8 9 .92 .88 .84 .81 .80 .78 .78 .77 10 .94 .90 .86 .84 83 .82 .81 .81 .96 .92 .88 .87 .86 .85 84 84 11 12 96 94 91 90 .89 .88 .87 .87 13 .97 .95 .93 .92 . .91 .90 90 .90 14 .97 98 .97 98 .95 97 .9,4 .94 . 93 .93 .92 15 .99 .99 .99 96 .98 .96 :98 .96 .95 .95 16 1.00 1.00 1.00 1.00 1.00 .98 1.00 .98 1.00 .98 1.00 20 1.03 1.04 1.05 1.06 1.07 1.08 1.09 1.10 .25 1.06 .1.08 . 1.12 1.14 1.15.. 1.16 1.17 1.19 30 . 40 1.09 1:12 •1.11 1.16 1.14 1.17 1.20..' 1.22 1.23 1.24 50 .1.17 1.21 1.2.0 1.25 1.24 1.29 1.29 1.34 1.31 1.33 1.. 3; 1.37 9.40 1..43 TABLE 9 6 -14 Table 5 -- Runoff curve numbers for selected agricultural, suburban, _and urban land use. (Antecedent moisture condition II, and I ='0.2S) For n more detailed dcacrtp ti onof agricultural land use curve numbers refer to National Engineering Handbook, Section 4, Hydrology, Chapter 9, Aug. 1972. Good cover is protected from grazing and litter and brush cover - soLl.- �/ Curve numbers are computed esauming the runoff from the house and driveway' Is directed tovards the street with a minimum of roof water directed to lawns vhe re additional infiltration could occur. !/ The remainldg pervious areas (lawn) arc considered to be in ood R Fns LUre condition for th<de cur-4!:- munbers. ' In some wat climates of the country a curve .nuvber. of 95.may be used. 6 -8 ' rn ni r r HYDROLOCIC SOIL GROUP ' LAND USE DESCRIPTION A gC D . Cultivated. land! /: without conservation treatment 72 81 88 91 with conservation treatment 62 71 78 b1 Pasture or range land•. poor condition M6iiµ.M _ 68 79 86 69 39 good condition 61 74 60 Meadow:' good condition ' 30 58 71 78' wood or Forest lend: thin stand,. poor cover, eo.mulch 45 66. 77 63 good cover'' -/. 25 55 70 77 'Open Spaces, lawns, parks, golf courses, cemeteries, etc. good condition: grass cover on 751 or more of the area' 39 61 74 80 fair condition: grass cover on 501 to 751 of the area 49 69 79 84 Commercial and business areas (851 impervious) 89 92 9 95 Industrial districts (721 Impervious). B1 88 91 1 93' Residential:" Average lot elzc Average 1 Impervious! 1/8 acre or less 65 77 85 90 92 1/4 acre 36, _ 61 75 83 87 1/3 acre 30 57 72 81 86 1/2 acre 25 54 70 80 85 1 acre. 20 51 68 79 84 Paved perking lots, roofs, drivev qvs, etc. -s/ 98 98 98 98 Streets and roads: ' paved with curbs and storm ecweral/ 98 98 .98 98 gravel 75 85 89 91 dirt 72' 82 37 09 For n more detailed dcacrtp ti onof agricultural land use curve numbers refer to National Engineering Handbook, Section 4, Hydrology, Chapter 9, Aug. 1972. Good cover is protected from grazing and litter and brush cover - soLl.- �/ Curve numbers are computed esauming the runoff from the house and driveway' Is directed tovards the street with a minimum of roof water directed to lawns vhe re additional infiltration could occur. !/ The remainldg pervious areas (lawn) arc considered to be in ood R Fns LUre condition for th<de cur-4!:- munbers. ' In some wat climates of the country a curve .nuvber. of 95.may be used. 6 -8 ' rn ni r r 20,000 - 7 ....... 7 10,000 I - 209," vb X - Hydr.ulic length in feet a - Dr&in&gc vice In "rcs Ol CD 'n 7 ----- - - 7� :7 FROM HYDROLOGIC DATA FOR EXPERIMENTAL J ...... . ... - ACRICULTURAl WATERSHEDS IN THE UNITED STATES 7 AGRICULTURAL RMF-UdR s nVYCr USDA ;_ :.,_��: :�...I I �I�I I IIiIIIIIII :t. ,;;. 500 1 1 J—L '-7 I "-L I-L ..L-1 I I L-I-L-LLLI.JJ.LI- 10 20 30 50 IT, 100 200 300 500 1000 DRAINAGE AREA IN ACRES Figure E-1---Hydraulic length and drainage area relationship. 5,000 o 3 ,000 y 7- 4 U 2,000 1.000 7 ----- - - 7� :7 FROM HYDROLOGIC DATA FOR EXPERIMENTAL J ...... . ... - ACRICULTURAl WATERSHEDS IN THE UNITED STATES 7 AGRICULTURAL RMF-UdR s nVYCr USDA ;_ :.,_��: :�...I I �I�I I IIiIIIIIII :t. ,;;. 500 1 1 J—L '-7 I "-L I-L ..L-1 I I L-I-L-LLLI.JJ.LI- 10 20 30 50 IT, 100 200 300 500 1000 DRAINAGE AREA IN ACRES Figure E-1---Hydraulic length and drainage area relationship. a TYPE If STORM - FLAT SLOPE 1000 900 800 700 600 500 400 3O0 200 M 90 a 70 0 60 n s So n . a n 40 30 9 p ' z n x 0 T 10 � 8 . _.. _ .._. T 6, � 5 ( 4 ' ' Co. m m C. m 0 o b o e o g a o r U m o v ° 0 0 g °o °o Co o o o O W . DRAINAGE AREA (ACRES) PEAK RATES OF DISCHARGE, FOR SMALL WATERSHEDS (24 HOUR; TYPE 11 STORM DISTRIBUTION) a PROj- C T DESIGNED DATE DATI -,/ SAE -. 7 2— L re! 7 'Z o 11 19192 F7 Z/ 3 5 ------- - ------ Q-0-- = C- 1 __— 3�- Iz r— ' 2 6 z k1 3,�A3CPS is less than? 76 CFS the flow capacity of one curb opening, therefore drainage off the street is adequate since there is more than one curb opening of provided. A curb cut is required at the low roint. TavloEBap-meetiv. PROJE DESI�;NED DAE /-A/��CHE�XEP .............. T DAT:;.� SFE - - 7 5 Z_- f o C A — Z/ 3560 _ Z�a 26 3� Y2 e5 - ::- A — Z; ;LVLCFS.is less than CFS the flow capacity of one curb ft -- opening,therefore drainage off the street is adequate . since there is more than one curb opening of � provided. A curb cut is required at the low point. � IAW� 74 SOIL SURVEY TABLR 6.- -Brief descriptions of soil; and th- -:r i I Clnssi'_ation l D epth Map p Soil name Description of soil and site from symbol surface USDA :exture GnS i Garrison very stony loam, 0 to 20 Similar to Garrison gravclly loam, except that percent slopes. the surface laver is very stony. GpA Glenrose silt loam, 0 w5 pereehtslopes. Very deep, medium- textured, well- chained soils GpB Glenrosesilt loam, 5 to 20 percent slopes. formed from acid igneous glacial till; surface GpC I Glenrose silt loam, 20 to 30 percent laver in&i:enced by looss and volcanic ash; on slopes. gently roi'ing to steep uplands. GpD Glenrose silt loam, 30 to 55 percent slopes. 0 t 72 1 Silt loam ----------- A W' Taylor Engineering, i CM DSign and Land Planning EXH /B /T A y� REQUEST FOR DESIGN DEVIATION ROAD NAME Euclid Avenue DATE January 24, 1989 CRP /RID /PLAT /Z.C. No., ESP 22 FEDERAL /STATE PROJECT NO h PROJECT TITLE Spokane Industrial Pa rk ESP 22 PROJECT LIMITS EXISTING CONDITIONS: PROPOSED IMPROVEMENT: ROAD WIDTH NONE 70- ROAD SURFACE NONE Asphalt, AVG. DAII.Y TRAFFIC Current Design Year PROJECT DESCRIPTION Construct new road 70' wide curb back to curb bac DESCRIPTION OF STANDARD INVOLVED Dispose of storm run off of emperv surfaces to 208 swales & drywells. PROPOSED DESIGN DEVIATION Dispose of storm runoff of impervious su rfaces to drvwells only. Eliminate 6ft pathway. JUSTIFICATION The land to the north & adjacent to this Froject lying in the natural occuring low spo _is not available to use as a 208 d is controled by lease to others than the eve oiler. The Eft pathway is being eliminated due to two reasons, (1).,T Fe exis as&halt parking lot along Sullivan Rd._ leaves no room for a selerate asphalt path, (2) Asphalt interior walk ways are available traffic. Submitted by Attachment D REQUEST FOR DESIGN DEVIATION ROAD NAME Euclid Avenue DATE January 24, 1989 GRP /RID /PLAT /Z.C. No.. BSP N.22....._.. FEDERAL/STATE PROJECT N0. NA PROJECT TITLE Spokane Industrial Park BSP 22 PROJECT LIMITS Sul livan Rd. to pr oposed Spokane Industrial Park First EXISTING CONDITIONSc _ PROPOSED. IMPROVEMENT: ROAD W!= 42-1 _. __. 7 0 ROAD SURFACE As ha t _ __ _._... F _. _ ... Asphalt. AVG. DAILY TRAFFIC Current Design Year PROJECT DESCRIPTION Construct a public. road 70' wide back of curb to back: of curb over the exist private r . DESCRIPTION OF STANDARD INVOLVED Dislose__ of s -trom runoff. of impervious surfaces to 208 swales & drywells PROPOSED DESIGN DEVIATION Dislose of storm runoff of impervious surfaces to drywells only. Eliminate 6ft pathway. JUSTIFICATION The land to the north & adjacent to this improvement is not legally avaliable to use as a 208 swa a area. The land is con:troled by ease to others tnan tne developer s ree on y_ or.. - gMt + . _ Eliminate 6ft pathway hnnanse no as mPnt land is nvai1nh1a Submitted by Date REQUEST FOR DESIGN DEVIATION Attachment E ROAD NAME Sullivan Rd. DATE January 24, 1989 CRP /RID /PLAT /Z.C. No.,, HSP N0. 22. FEDERAL /STATE PROJECT N0. NA - -- _. - -____ .. r „• '. . PROJECT TITLE Spokane Industral Park IISP 22 PROJECT LIMITS South Park Court to Euclid Avenue EXISTING CONDITI PROPOSED IMPROVEMENT:— ,_... ROAD WIDTH 3 ft Add 14ft right laz ROAD SURFACE Asphalt Asphalt AVG. DAILY TRAFFIC Current Design Year PROJECT DESCRIPTION Add a 14f traffic lane to the east side of Sullivan Rd. DESCRIPTION OF STANDARD INVOLVED Disrosing of storm runoff. of impervious su rfaces to 208 swales with drvwells. PROPOSED DESIGN DEVIATION D to drvwells only. Elim se of storm runoff of impervious surfaces JUSTIFICATION The existing paved narking lot adjacent to Sullivan Rd. doe not leave room or swa es, The par ing ot_is a so a_ rox. Oft lower than the proposed new curb e ivation, comaounding the swale . atea nec easemen available Submitted by Date TYPE STA r B w z a 5 ' x f ac e- o f 6lt,,4 GucR/3 I aN WcST I I of Gu.ib I I ELEV. I I E.P. ELEV. I I DIST. FROM I DIST FROMI CENTER LINE I E.P. TO TO E.P. I CURB 'I I adt,✓ I I r tO° j lo. D5 I I I E.P. + .I I r "e T - G- I I/ I I I 7 L-O° i 7, 3 i 6.88 i �y ,I �I I S -O I 7t,90 I 16- 0 '?15»�I I I I ; 1 343 �- I I I I I lOtOB I I I I //V-oo I I I I I I /,2too 7- I' —I I I I I 4 I I /yt oo i /a.,i 9.711 i ";;z a ` l 5roo j l /. j 10.7/ I �y • _I 16F� -ao l/- 9/ I IMF � — 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 I I I I I I I I I I I I I I I MINIMUM I MAXI CURB ELEV. I CURB (4.57. SLOPE I (2% FROM E.P. + I.FROM CURB HEIGHT)I CURB Fro?tl E.P to Ooi. UM ELEV. I SELECTED I X GRADE LOPE I ELEV. I E.P. + .I I r "e T - G- I I/ I I � I S c I . I I I I ,I �I I S -O I I !� I�I I I 6 ` 7 g I ; 1 343 7/3 j 7./3 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 UM ELEV. I SELECTED I X GRADE LOPE I ELEV. I E.P. + I . I rg HEIGHT)[ r "e T - G- I I I I/ I I ; 1 343 7/3 j 7./3 rl 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 I SPOKA.NE C.OUNTY, BINDING SITF PLAN AUDITOR'S NUMBER NO 88 AUDITORS CERTIFICATE IN THE S.W. 4 OF SECTION 1 1 8c IN THE FILED FOR RECORD THIS DAY O 19 N. 1/2 _OF SECTION 12, T.25N., R44E., W.M. AT M. IN BOOK OF AT PAGE AT THE REQUEST OF _ _ SPOKANE COUNTY, WASHINGTON • LEGAL DES PHASE III , COUNTY AUDITOR. ALL THAT CERTAIN REAL PROPERTY LOCATED IN THE S.W. 1/4 OF SECTION 1 do THE N. OF 3 OCTOBER , 1990 (LOTS 1 - 1 1 TRACTS /� B & C) DEPUTY SECTION 12, T25N., R.44E, W.M., SPOKANE COUNTY, WASHINGTON, DESCRIBED AS FOLLOW o COMMENCING AT THE N. 1/4 CORNER OF SAID SECTION 12; THENCE N.89'36'55"E., M ALONG THE NORTH LINE OF THE N.E. 1/4 OF SAID SECTION 12, A DISTANCE OF 70.88 FEET; M-0 BEARING FROM OM THE ORIGINAL THENCE S.0`21 THENCE A DISTANCE OF 47.00 FEET; TO THE TRUE POINT OF BEGINNING; THENCE S.89'36`55'W., PARALLEL WITH THE NORTH LINE OF THE N.E. 1/4 OF SAID SECTION O PLAT OF SPOKANE INDUSTRIAL PARK. 12, A DISTANCE OF 70.75 FEET. THENCE N.89'14'28'W., PARALLEL WITH THE NORTH LINE Z OF N.W. 1/4 OF SAID SECTION 12, A DISTANCE OF 1420.71 FEET, TO A POINT ON A CURVE TO THE LEFT. THE RADIUS OF WHICH BEARS S.2430'26'W. A DISTANCE OF 992.00'. j �.,� r� FEET. THENCE ALONG SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 2344'54", AN t..... .i..+ ARC DISTANCE OF 411.17 FEET TO A POINT OF TANGENCY; THENCE N .891428'W., A DISTANCE DEDICATED RIGHT OF - WAY OF 739.79 FEEL, TO THE BEGINNING OF A CURVE TO THE RIGHT, THE RADIUS OF WHICH BEARS N.O'45'32"E A DISTANCE OF 40.00 FEET-. THENCE ALONG SAID CURVE TO THE RIGHT. THROUGH R= 40.00 A CENTRAL ANGLE OF 88'38'58'. AN ARC DISTANCE OF 61.89 FEET. TO A POINT ON THE. EAST A =88 °38 LINE OF DEEDED SULLIVAN ROAD; THENCE S.U35'3 ALONG SAID EAST LINE A DISTANCE 01' NO- 35'30 L= 61,89 R = 992.00 SS 9 ^ --- - - - - -' 19 Q1 BEFORE M E, 75.12 FEET; THENCE S.0'31'00'E. ALONG SAID EAST LINE, A DISTANCE OF 1330.93 FEE?; THENCE END. BRASS CAP IN = 2-3044'54!' N. ,l /4 CDR. SEC 12 OR. 12 S.89'50Od'E. 1025.00 FEET; THENCE N.0'31 O(FW.. 290.00 FEET; THENCE S.84'12'34"E. 68' 75 739.79 L = 411.17 SECTION LINE END, 1' IR ❑N PIPE SULLIVAN & EUCLID 430.29 FEET, TO A POINT ON A CURVE TO THE RIGHT, THE RADIUS OF WHICH BEARS S.59151'E. 2 1 • ,� 2639.74 R, ❑.S. BK. 39 BASIS OF BEARING A DISTANCE OF 600.00 FEET; THENCE ALONG SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE N'W, C ❑R, SEC. N89 14 28 - N89'14 PG. 78 N 89 °36'55'E. 2 83.54 I FN DS R R. -25 -44 OF 1727 10'. AN ARC DISTANCE OF 130.40 FEET TO A POINT OF TANGENCY; THENCE N.3327 20' E. 12-25-44 1 1 M 820.00 EUCLID AVE. - 1 29.98 FEET; THENCE S.75'00 443.83 FEET; THENCE S.8533'07'E, 429.20 FEET; THENCE ~ f ^ 1 70.88 R.O.S. BK. 39 PG. 78 R. ❑.S. BK.: 39 PG, 78 - - - - -- -- - - -- as .° �� 1420.71 10 UTII.. TY EASEMENT 12 �, 47.00 \\Jl 12 �' 7 N.0'10'S7E. 282.00 FEET', THENCE S.89'49'03'E. 267.08 FEET; THENCE N.0'21'00 724.10 FEET; R- 40.00 - -- f2�.26 = -- I 00 �' -'-' TO THE TRUE POINT OF BEGINNING. �� os- a �� 566.46 I 4r I x-91° 16' L= 63 .72 32' WER !Q RR -0 °O03 I a i �C ` 2 ` �8� ���a� °F 20tPATHWAY,UTILiTY 400,00 0 oa 454,2 � g AREA 67.16 t -..56. - , (� r- - 35 BUILDING SETBACK a I I 388 44 �P\ \�'�90� a DRAINAGE ° t7,1 tT 4 w s 7 � o 20 PATHWAY,UTILITY I 5 1 C 'tip � � ESMT. (TYP.� m o 5 ;j 0) fk I+ j W CONDITIONS a DRAINAGE ESMT. I i I Io ~ l / °^� 4 •� Op \� 4 `t °z'" N 2. ACS N o THE RIGHT OF WAYS AND EASEMENTS SHOWN HEREON ARE HEREBY DEDICATED FOR PUBLIC USE (TYP.) I 2 \ pp 2.60 ACS. i � , IN PERPETUITY. z 1 I (y� 10 STRIP \ 1 4 t i Z,� I a �,� �° \ 2.77 ACS. w NO DIRECT ACCESS IS ALLOWED FROM LOTS TO SULLIVAN ROAD. ❑ I I EASEMENT I -1F cn - = to g FS g�S�\ \ o N /; N89 49'03'W N 1 I I 1 13 1 p N �'� �T'• \ \ �� o �' 524.98 ° (TYR) 1 p� Q a t \ . \ N89'49'03'W ( z WARNING: SPOKANE COUNTY HAS NO RESPONSIBILITY TO BUILD, IMPROVE, MAINTAIN I I O 20 PATHWAY\ \ g'L / N 399.99 W / �� O OR OTHER WISE SERVICE THE PRIVATE ROADS CONTAINED WITHIN OR PROVIDING SERVICES 13 I I 3 I to c� UTILITY a / o ° �- 2.65 ACS. o r••• TO THE PROPERTY DESCRIBED IN THIS BINDING SITE PLAN. BY ACCEPTING THIS -E TRACT r1 I O \ \ F p DEDICATED O ti ? i l BINDING SIT PL OR SUBSEQUENTLY BY ALLOWING A BUILDING PERMIT TO BE ISSUED W 1 I� + c � TRACT O , DRAINAGE S v' z _ _ 1 o I o o �} • •� ,� 11. 8 - .7 _ 1 z 3 h I � a: I N ESMT. (TYP.) �e \\ d ' RIGHT OF WAY �� r oz I p 8 N N �"'� 1`i► G. ON PROPERTY ON A PRIVATE ROAD, SPOKANE COUNTY ASSUMES NO OBLIGATION FOR SAID H 1 ♦ O - � 1 T i°° 1 r C co Ro_ \ C° 2.72 ACS. II PRIVATE ROAD AND THE OWNERS HEREBY ACKNOWLEDGE THAT THE COUNTY HAS NO J \ (o I2.5 ACS, 3 \ OBLIGATION OF ANY KIND O R NATURE WHATSOEVER TO F.STABESTABLISH, SH. EXAMINE, SURVEY, Zip R t rn a I N N89'49'03'W CONSTRUCT, ALTER. REPAIR, IMPROVE, MAINTAIN, PROVIDE DRAINAGE OR SNOW REMOVAL z I 5.91 AC S. p 1 \ \ - - ao I .. 13 A 4 T -- 3.48 ACS. 9. 6 � ro �j ON A PRIVATE ROAD. THIS REQUIREMENT IS AND SHALL RUN WITH THE LAND AND SHALL H A III t ZO PATHWAY 7 1 0 .� .w �'� \\ �, I<c I 524.9 35t m . 11 THE OWNERS HEREBY DEDICATE FOREVER TO SPOKANE COUNTY THE SPOKANE COUNTY, WASHINGTON, ON THIS DAY OF ____, 19 RIGHT-OF-WAY AS SHOWN HEREON FOR PUBLIC ROAD PURPOSES.: WA SUBJECT TO DECLARATION OF CONVENTS RECORDED _ �`�� �,�` EUCLID AVENUE, A PUBLIC RIGHT OF WAY, FROM THE EAST RIGHT OF WAY LINE OF FABRLI.ARY Ak 199/ UNDER CHAIRMAN SPOKANE COUNTY COMMISSIONERS SULLIVAN ROAD TO THE SOUTHERLY RIGHT OF WAY LINE OF THE REALIGNED (DATE) COUNTY TREAS EUCLID AVE. AS SHOWN HEREON WILL BE VACATED UPON SATISFACTION OF THE . CONDITIONS SPECIFIED IN COMMISSIONERS RESOLUTION NUMBER 90- 10,97. WHEN THESE CONDITIONS ARE SATISFIED, THE VACATED PORTION OF EUCLID AVE. AUDITORS DOCUMENT NUMBER _9J02z60zA4 I DO HEREBY CERTIFY THAT ALL TAXES WHICH HAVE BEEN LEVIED AND BECOME CHARGEABLE =" 4 SHALL VEST IN THE UNDERLYING OWNERS AS SHOWN.HEREON. WHICH BY REFERENCE IS MADE A PART HEREOF. AGAINST THE LAND SHOWN WITHIN THIS MAP HAVE BEEN FULLY PAID THIS DAY OF L , E� ------------- - - - - -- 0 19_N Y RID IS FORMED BY EITHER THE PETITION OR RESOLU71ON METHOD, AS PROVIDED FOR IN � CHAPTER 36.88 RCW. THE OWNER S) OR SUCCESSOR(S) FURTHER AGREE: (1) THAT THE IMPROVEMENTS OR CONSTRUCTION CONTEMPLATED WITHIN THE PROPOSED RID IS FEASIBLE (2) THAT THE BENEFITS TO BE DERIVED FROM THE FORMATION OF THE RI BY THE ( N O PROPERTY INCLUDED THEREIN. TOGETHER WITH THE AMOUNT OF ANY COUNTY Ou► PARTICIPATION, EXCEEDS THE COST AND EXPENSE OF FORMATION OF THE RID. AND (3) EV 1 ZN THAT THE PROPERTY WITHIN THE PROPOSED RID IS SUFFICIENTLY DELOPED. PROVIDED, FURTHER, THE OWNER(S) OR SUCCESSOR(S) SHALT_ RETAIN THE RIGHT, AS I I ! I AUTHORIZED UNDER ROW 36.88.090, THE OBJECT TO ANY ASSESSMENT(S) ON THE PROPERTY AS A RESULT OF THE IMPROVEMENTS CALLED FOR IN CONJUNCTION WITH THE FORMATION OF A RID BY EITHER PETITION OR RESOLUTION METHOD UNDER CHAPTER 36.88 BEARIN AND DISTANCE FOR RCW, AND TO APPEAL TO THE SUPERIOR COURT THE DECISION OF THE BOARD OF THE COUNTY COMMISSIONERS AFFIRMING THE FINAL ASSESSMENT ROLL GL OF LO WIDE STRIPE EASMENT 11 12 FILE N0. 9011020293 �FND. BRASS CAP STATE OF WASHINGTON) THIS IS T CERTIFY THAT ON TH . . SEC. 12 $$ ME, E _°29_ DAY OF THE IMPROVEMENTS OR CONSTRUCTION CONTEMPLATED WITHIN THE PROPOSED RID W 1/2 COR � 19 BEFORE INCLUDE (A) CONSTRUCTION OF AN ADDITIONAL TRAFFIC LANE ALONG SULLIVAN RD. R.O.S. BK. 39 PG. 78 ) -- - - -' �j' FROM MARIETTA AVENUE NORTHWARD TO THE PROPOSED INTERSECTION OF EUCLID DIST. O COUNTY OF SPOKANE ) THE UN�ERSIGNE NOTA Y B IC, P RS NALLY (OU AVENUE REALIGNED. (B) RECONSTRUCTION OF THE T STING TRAFFIC SIGNAL SYSTEM APPEARED r ' - - - - - -� AT S ROAD AND THE PROPOSED INTERSE OF EUCLID AVENUE REALIGNED OI N 00°32'07. E 116.33 TO ME KNOWN TO BE THE OF THE PEN T 21711 DEV OPMENT CORPORATION AND THE CONSTRUCTION OF THE ENTIRE ADDITIONAL TRAFFIC LANE ON SULLIVAN ROAD. ALL IN CONJUNCTION WITH THE REALIGNMENT OF EUCLID AVENUE, (C) CONSTRUCTION O N 00° 41 46 W 227 SURVEYORS CERTIFICATE OF A NEW TRAFFIC S SYSTEM AT THE INTERSECTION OF SULLIVAN ROAD AND MARIETTA AVENUE, AND (D) THE PROPOSED REALIGNMENT OF EUCLID AVENUE AS SHOWN t� THIS MAP CORRECTLY REPRESENTS A SURVEY .MADE BY ME OR UNDER MY 'DIRECTION IN EXECUTED THE WITHIN AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED ON THE PRELIMINARY BINDING SITE PLAN 17 -87, SAID IMPROVEMENTS REFERRED MORE O N07 1 E 8065 THE SAID INSTRUMENT TO BE -. THE FREE AND :VOLUNTARY ACT AND DEED OF SAID CORPORATION PARTICULARLY IN THE "CONDITIONS OF APPROVAL' FOR BINDING SITE PLAN 17 -87. ON t 16 tt W (72.13 t CONFORMANCE WITH THE REQUIREMENTS OF THE SU VEY RECORDIN T. RECORD WITH SPOKANE COUNTY PLANNING DEPARTMENT NO FOR THE USES AND PURPOSES THEREIN MENTIONED AND ON OATH STATED THAT HE WAS AUTHORIZED ® G - • --��,, IT IS FURTHER AGREED THAT AT SUCH TIME AS AN RID IS CREATED OR ANY ROAD 5 S 86° 5751 ° E 98.77 TO EXECUTE THE SAID INSTRUMENT ON BEHALF OF SAID CORORATION. - IMPROVEMENT PROJECT IS SANCTIONED BY SPOKANE COUNTY, THE ABOVE REQUIRED tt LA WRENCE L. LEINWEBER IMPROVEMENTS WILL BE AT THE SOLE EXPENSE OF THE UNDERSIGNED OWNER, THEIR @) - N 89 °0615 t ' E 162.39 L.S. 13775 ( - 2 9 - ct HEIRS. GRANTEES AND ASSIGNS WITHOUT PARTICIPATION BY SPOKANE COUNTY. THE RID WAVER CONTAINED IN THIS AGREEMENT SHALL EXPIRE AFTER TEN (10) YEARS O N 89 °29'00 " W 30.00 COUNTY UTILITIES DEPARTMENT PENTZER DEV. LOPMENT CORPORATION DATE AGREE THAT RID WAIVER EXPIRES WITHOUT CONS RU of THECREQUIRED 8 N42°34 W 143.81' EXAMINED AND APPROVED THIS DAY OF � 1g WITNESS MY HAND AND OFFICI L SEAL HERETO AFFIXED THE DAY AND YEAR ABOVE WRITTEN. IMPROVEMENTS, THE OWNER(S) OR SUCCESSOR(S) AGREE TO CONSTRUCT THE REQUIRED t o t IMPROVEMENTS AT THEIR OWN EXPENSE; PAY TO SPOKANE COUNTY THE THEN ESTIMATED 9 N W 50.50 COST OF THE REQUIRED IMPROVEMENTS TO D4ABL.E THE COUNTY TO COMPLETE n t -- - - -- ---- - - - - -- -�-- < NO OR FURNISH A BOND OR OTHER SECURITY MEASURE SUITABLE TO THE COUNTY PROVIDING O SO ° 2O OO E 304.10 DIRECTOR, SPOKANE COUNTY UTILITIES �. � -- ' - FOR OR SECURING TO THE COUNTY THE ACTUAL CONSTRUCTION OF THE IMPROVEMENTS (a��� M/1 y PUBLIC: IN AND FOR THE STATE OF WASHINGTON, 1ENCLU0 rj� I'I S6 O dOI It E 70. COU ENGINEER RESIDING IN S ALL O F T REQUI OF THIS AGREEMENT SHALL RUN WITH THE LAND AND SHALL ExrUtwN 0 Avo' "� t tt t BE _,BINDING UPON THE OWNER(S), THEIR SUCCESSOR(S) OR ASSIGN(S). R tvAtlC -� A�R�c 1 \ N86 ° 27 00 E 113.27 EXAMINED AND APPROVED THIS DAY OF ___. - 19 *A PUBLIC SEWER SYSTEM WILL BE MADE AVAILABLE FOR THE PROJECT AND INDIVIDUAL J C SERVICE WILL BE PROVIDED TO EACH LOT PRIOR TO SALE USE OF INDIVIDUAL ON -SITE SEWAGE SYSTEM SHALL NOT BE AUTHORIZED.' - - - -- - v SPOKANE COUNTY ENGINEER "USE OF PRIVATE WELLS AND WAITER SYSTEMS IS PROHIBITED." 1NE PUBLIC WAFER SYSTEM AS APPROVED BY COUNTY AND STATE HEALTH AUTHORITIES COUNTY PLANNING DEPARTMENT lG AND THE LOCAL FIRE DISTRICT AND PURVEYOR WILL BE INSTALLED WITHIN THIS PLAT STATE OF WASHINGTON ) THIS IS TO CERTIFY THAT ON THE DAY OF AND THE SUBDIVIDER WILL PROVIDE FOR INDIVIDUAL DOMESTIC WATER-SERVICE AS WELL EXAMINED AND APPROVED THIS DAY OF�� 19 . ) - `IC:aL4�� F c I As FIRE PROTTcC710N TO EACH TAT PRIOR TO SALE OF EACH LOT. COUNTY OF SPOKANE THE UNDE:RS1 E D A NOTARY PUBLIC PERSONALLY C JI "THE OWNER(S) OR SUCCESSORS) IN INTEREST AGREE TO AUTHORIZE THE COUNTY TO __ APPEAI�EC _ !h'L, PLACE THEIR NAME(S) ON A PETITION FOR THE FORMATION OF UUD BY PETITION METHOD --- �'--- "---------- "--' -- _ PURSUANT TO ROW 36.94 WHICH THE PETITION INCLUDES THE OWNER(S) PROPERTY AND DIRECTOR, SPOKANE COUNTY PLANNING DEPT... TO ME KNOWN TO BE THE _ OF WASHINGTON TRUST BANK INC. - - FURTHER NOT TO OBJECT BY -THE SIGNING OF A PROTEST PETITION AGAINST THE,.n FORMATION OF A UUD BY RESOLUTION METHOD PURSUANT TO ROW CHAPTER 36.94 WHICH COUNTY HEALTH DISTRICT EXECUTED THE WITHIN AND FORE�Q,3`'�jJfi�IEI�T, AND ACKNOWLEDGED INCLUDES THE OWNER(S) PROPERTY. PROVIDED THIS CONDITION SHALL NOT PROHIBIT TFRNP3 THE OWNER(S) OR SUCCESSOR(S) FROM OBJECTION To ANY ASSESSMENT {s) ON THE EXAMINED AND APPROVED THIS DAY OF ��_._ 19 E EE A VOLI�TARY ACT AND DEED OF SAID CORPORATION PROPERTY AS A RESULT OF IMPROVEMENTS 'CALLED FOR IN CONJUNCTION WITH THE - THE SAID INSTRUMENT TO BE F{ FOR THE USES AND PURPC I ES J - H r T'IVNEM AND ON OATH STATED THAT HE WAS AUTHORIZED FORMATION of A uuD BY EITHER PETITION OR RESOUoN METHOD U NDER Rcw C HAPTER 36.94'. TO E CU E THE SAID INSTRUMENT ON BEHALF OF SAID CORORATION. DRAINAGE EASEMENTS, AS PLATTED AND SHOWN HEREON. WHICH ARE FOR THE PURPOSE OF SPOKANE COUNTY HEALTH OFFICER ° zq� / i j INSTALLING, T UST BA INSTALLING, OPERATING, AND MAINTAINING DRAINAGE SWALES AND DRAINAGE FACILITIES TO DISPOSE WASHINGTON C C; r =� w OF RUNOFF, ARE HEREBY GRANTED. THE COUNTY OF SPOKANE IS HEREBY GRANTED THE RIGK, OF COUNTY ASSESSOR °' DATE INGRESS AND EGRESS TO ALL DRAINAGE EASEMENTS ADJACENT TO THE PUBLIC RIGHT OF WAY. THE y PROPERTY OWNER SHAD. MAINTAIN THE DRAINAGE SWALE WITH A PERMANENT LIVE COVER OF LAWN WITNESS M Y HAND AND OFiUd ' ' > ` `! ETO AFFIX THE DAY A N YEAR D ABOVE WRITTEN . EXAMINED AND APPROVED THIS DAY OF 19 A, TURF, WITH OPTIONAL SHRUBBERY AND /OR TREES. WHICH DO NOT OBSTRUCT THE FLOW AND - - ---- -- F'� PERCOLATION OF STORM DRAINAGE WATO IN THE DRAINAGE SWALE AS INDICATED BY THE APPROVED PLANS. SPOKANE COUNTY ASSESSOR BY DEPUTY EACH INDIVIDUAL LOT WILL BE PERMITED ONE DRIVEWAY ACCESS ADDITIONAL ACCESSES -'--- - - ----- ARE SUBJECT TO APPROVAL BY SPOKANE COUNTY ON AN INDIVIDUAL BASIS NOTARY PUBLIC: IN AND FOR THE STATE OF WASHINGTON, COUNTY COMMISSIONERS RESIDING IN SPOKANE. INDIVIDUAL LOT DEVELOPERS SHALL INCREASE 208 DRAINAGE SWALE AREAS TO �C'� ""� � COMPENSATE FOR ANY SWALE AREAS' ENCROACHED UPON BY DRIVEWAYS, : ;UBJECT TO APPROVAL BY SPOKANE COUNTY THIS BINDING SITE PLAN WAS APPROVED AND ACCEPTED BY THE COUNTY COMMISSIONERS OF BE BINDING UPON THE OWNER, THEIR HEIRS. SUCCESSORS OR ASSIGNS INCLUDING THE ►- Q SEWER ' 6 M S �- \ �� �c , W ESMT. (TYP.) I aI � OBLIGATION TO PARTICIPATE IN THE MAINTENANCE OF THE PRIVATE ROAD AS PROVIDED U UTILITY & DRAINAGE l/ . .�j R > 2 / ( BUILDING l�ESMT. 5 u' Q o 0 o v �8 2 ,, I v� I 0't 3 7 SET BACK o- HEREIN. 1 �, I I 1 z O� ° OM M ^ , S9 \ p o ",NO MORE THAN ONE PRIMARY USE BE PLACED ON ANY LOT NOR SHALL ANY LOT BE , 1 130 0 11 / + /� ��� I N •� 6 2.60 ACS. 1 - N FURTHER SUBDIVIDED FOR THE PURPOSE OF CREATING ADDITIONAL LOT'S, OWNERSHIPS, /I� _ 85 2 ti � co � s N ti 7 T ED RIGHT- OF WAY 763 i t S, 303 OR `BUILDING STIES WITHOUT FIRST FILING A REPLAY.'\ �- _ - - _ _ _ _ _ _ - _ �� / / / p L - - X 79.35 _ _ _ _ _ _ _ D EDICA T ED c �c p 4MU I At3 �'t p 1-- - - - 6 33.52 - - - _ /� *SIDE YARD AND REAR Y ETBACK SBE DET�ED � SUILGDI N��tcall� = 00 2.'�3�►Cs•o3 - - -_ - -- RM THE TIME e FAIVIEW LANE 75 . 3 � ,2 / , PERMITS ARE REQUESTED. E SETBACKS INDICATED ON THIS BINDING SITE PLAN MAY SCALE: 1 M C 200# o i r 3 M 379.25 3 .N�9 OW (13 12 3_3 - - �03 4 ° BE VARIED FROM IF PROPER ZONING APPROVALS ARE OBTAINED. A - - - - - - - - - - - - - - - - - - - - - - - - THE PUBLIC WATER SYSTEM N ❑TEt PURSUANT THE WATER PLAN APPROVED BY COUNTY AND STATE Q i � - 419.OL 49. �i7 - + [� =1•_t° %'� 1'x'06 267.08 ❑ + `/ 40 , {rj '.46. I� 12 40 HEALTH AUTHORITIES, THE LOCAL FIRE DISTRICT CO U NTY BUILDING & SAFETY ) EUCLID AVE. TO BE VACATED tx' N - 88 49 58 r E 462.3 L =2 DEPARTMENT. AND WATER PURVEYOR, WILL BE INSTA WITHIN THIS BINDING SITE „ 3 1 ` � j n 1 O e 18 2.41 /p) UTILITY ESMT 05 W PLAN, AND THE SUBDIVIDER/SPONSOR WILL PROVIDE FOR INDIVIDUAL DOMESTIC WATER O = SET 5 / 8 REBAR AND CAP % m I (�) UPON COMPLIANCE WITH CONDITION o 2 / 10 2.81 ACS. N I , SERVICE AS WELL AS FIRE PROTECTION TO EACH LOT PRIOR TO SALE OF EACH LOT AND OR FND AS, NOTED z o I IN COUNTY COMMISSIONf*RS ,2 0l' 1 � f /M O 00 7 DEDICATED RIGHT - - WAY PRIOR TO ISSUANCE OF A BUILDIN PERMIT FOR EACH LOT I t STRIP ( RESOLUTION N 0. �-�U / 7 A�° 2 2.49 ACS. / �° z9, Nis - on ,4 ,. 1. . , 10 � co PARKING WILL BE PROHIBITED ALONG EUCLID AVENUE - T = SET 5/8" REBAR AND CAP H ° M I GL 10 Z 9 8 1 W 2 N 2..52 ACTS. N J O I o .� J I EASEMENT �'1 (� /� N84 / • •, z ( I 1 CT B •12' 34 W L x 186 33 _ -- '0x„/ Z ••' SPOKANE COUNTY MAY ENTER WITHIN ALL EASEMENTS FOR THE PURPOSE OF DRYWELL AND BASIS OF BEARING = NORTH LINE y I (TYR) �' \A / [ti 2 7 10 7' OD 6� 1r -- I SIGN MAINTENANCE SNOW REMOVED FROM THE PUBLIC ROADWAYS SHAM BE PERMITTED OF SEC I 430,29 L = 130 X 4 . 12 R.O.S. . BK. 39 PG. 78 � 3 .74 ACS. 0 4 29.20 WITHIN THE EASEMENT..'MAINTENANCE OF PATHWAYS, DRAINAGE SWAL ES AND LANDSCAPING -� 42' ( o l L - 3 0 / / AREAS SHALL BE THE RESPONSIBILIY OF THE APPLICANT i r o0 0 --» / / �. I I., SETBACK "THE PRIVATE ROADS AS SHOWN .HEREON ARE I N r ., EMENTS WHICH PROVIDE A MEANS OF 58' 12 0 t INGRESS AND EGRESS AND UTILJTY PATH FqR `THOSE LOTS WITHIN THE BINDING SITE PLAN , m N 35 II I I HAVI FRONTAGE THERON.. 1 35 BUILDING SETBACK --I I BUILDING 6 8° PRIVATE ROAD PLANS WITH CONNECTIONS TO A PUBLIC ROAD ARE THE RESPONSIBILITY OF TEQ UIRED PRIOR TO THE RELEASE OF A BUILDING PERMIT. I Z SETBACK I I 59 4 9'' THE DEVELOPER AND ARE R , 1 N89 °50'00'W 1011.00 T ( II! � � ��'ocFvs'v/z�S ST�C�rc -� t -- I I THE OWNER(S) OR SUCCESSOR(S) IN INTEREST AGREE TO AUTHORIZE THE COUNTY 1025.00 I I I OP TO PLACE THEIR NAME(S) ON A PETITION FOR THE FORMATION OF A ROAD IMPROVEMENT ENT 1 '•, '- ��` '✓ .r.. DISTRICT (RID) BY THE PETITION METHOD PURSUANT TO CHAPTER 36.88 RCW. WHICH PETITION INCLUDES THE OWNER (S) . _ SIGNING F aAl t T t: FORK PROPERTY AND FURTHER NOT TO OBJECT, BY THE ATION . F A RID BY YM1•It: P-00 i mnu ME a I I I I 1 a 1� k� `�' � T _T �IGNING O. A _ -0.. THE 0. .. _ . w_L..a.....ET! LLD _ L!l�UPNT TO CHAPTER 36.88 ROW, WHICH RESOLUTION INCLUDES THE OWNER(S) PROPERTY. IF A Q SPOKANE COUNTY TREASURER BY DEPUTY A ALL THAT CERTAIN REAL PROPERTY LOCATED IN THE S.W. 1/4 OF SECTION 1 & THE N. 1/4 OF SECTION 12, T.25N., R.44E., W.M., SPOKANE COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE N. 1/4 CORNER OF SAID SECTION 12; THENCE N.89'36'55 'E., ALONG THE NORTH LINE OF THE N.E. 1/4 OF SAID SECTION 12, A DISTANCE OF 70.88 FEET; THENCE S.0'21'00"W., A DISTANCE OF 47.00 FEET; TO THE TRUE POINT OF BEGINNING; THENCE S.89'36'55'W., PARALLEL WITH THE NORTH LINE OF THE N.E. 1/4 OF SAID SECTION 12, A DISTANCE OF 70.75 FEET; THENCE N.89'14'28"W., PARALLEL WITH THE NORTH LINE OF N.W. 1/4 OF SAID SECTION 12, A DISTANCE OF 1420.71 FEET, TO A POINT ON A CURVE TO THE LEFT, THE RADIUS OF WHICH BEARS S.24'30'26"W. A DISTANCE OF 992.00 FEET; THENCE ALONG SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 23'44'54% AN ARC DISTANCE OF 411.17 FEET TO A POINT OF TANGENCY; THENCE N.89'14'28"W., A DISTANCE OF 739.79 FEET, TO THE BEGINNING OF A CURVE TO THE RIGHT, THE RADIUS OF WHICH BEARS N.0'45'32'E. A DISTANCE OF 40.00 FEET; THENCE ALONG SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 88'38'58', AN ARC DISTANCE OF 61.89 FEET, TO A POINT ON THE EAST LINE OF DEEDED SULLIVAN ROAD; THENCE S.0'35'30' E., ALONG SAID EAST LINE A DISTANCE OF 75.12 FEET; THENCE S.0'31'OO ° E, ALONG SAID EAST LINE, A DISTANCE OF 1330.93 FEET; THENCE S.8750'00'E., 1025.00 FEET; THENCE N.0'31'00°W., 290.00 FEET; THENCE S.84'12'34 "E., 430.29 FEET, TO A POINT ON A CURVE TO THE RIGHT, THE RADIUS OF WHICH BEARS S.68'59'51 "E., A DISTANCE OF 600.00 FEET; THENCE ALONG SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 12'27'10 AN ARC DISTANCE OF 130.40 FEET TO A POINT OF TANGENCY; THENCE N.33'27'20"E., 29.98 FEET; THENCE S.75'00'41'E, 443.83 FEET; THENCE S.8633'07'E., 429.20 FEET; THENCE N.0'10'57"E., 282.00 FEET, THENCE S.89'49'03'E., 267.08 FEET; THENCE N.O'21'00'E., 724.10 FEET; TO THE TRUE POINT OF BEGINNING. AREA = 67.16 CONDITIONS THE RIGHT OF WAYS AND EASEMENTS SHOWN HEREON ARE HEREBY DEDICATED FOR PUBLIC USE IN PERPETUITY. WARNING: SPOKANE COUNTY HAS NO RESPONSIBILITY TO BUILD, IMPROVE, MAINTAIN OR OTHER WISE SERVICE THE PRIVATE ROADS CONTAINED WITHIN OR PROVIDING SERVICES 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, 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 OBLIGAMN TO PARTICIPATE IN THE MAINTENANCE OF THE PRIVATE ROAD AS PROVIDED HEREIN. "NO MORE THAN ONE PRIMARY USE BE PLACED ON ANY LOT NOR SHALL ANY LOT BE FURTHER SUBDIVIDED FOR THE PURPOSE OF CREATING ADDITIONAL LOTS, OWNERSHIPS, OR BUILDING SITES WITHOUT FIRST FILING A REPLAT! "SIDE YARD AND REAR YARD SETBACKS SHALL BE DETERMINED AT THE TIME BUILDING PERMITS ARE REQUESTED. THE SETBACKS INDICATED ON THIS BINDING SITE PLAN MAY BE VARIED FROM IF PROPER ZONING APPROVALS ARE OBTAINED." "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." "PARKING WILL BE PROHIBITED ALONG EUCLID AVENUE." SPOKANE COUNTY MAY ENTER WITHIN ALL EASEMENTS FOR THE PURPOSE OF DRYWELL AND SLQt� MAINTENANCE. SNOW REMOVED FROM THE PUBLIC ROADWAYS SHALL BE PERMITTED <2D THE EASEMENT. MAINTENANCE OF PATHWAYS, DRAINAGE SWALES AND LANDSCAPING AREAS SHALL BE THE RESPONSIBILITY OF THE APPLICANT. "THE PRIVATE ROADS AS SHOWN HEREON ARE EASEMENTS WHICH PROVIDE A MEANS OF INGRESS AND EGRESS FOR THOSE LOTS WITHIN THE BINDING SITE PLAN HAVING. FRONTAGE THERON." PRIVATE ROAD PLANS WITH CONNECTIONS TO A PUBLIC ROAD ARE THE RESPONSIBILITY OF THE DEVELOPER AND ARE REQUIRED PRIOR TO THE RELEASE OF A BUILDING PERMIT. "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 ROAD IMPROVEMENT DISTRICT (RID) BY THE PETITION METHOD PURSUANT TO CHAPTER 36.88 RCW, WHICH PETITION INCLUDES THE OWNER(S) PROPERTY, AND FURTHER NOT TO OBJECT, BY THE SIGNING OF A BALLOT, THE FORMATION OF A RID BY THE RESOLUTION METHOD PURSUANT TO CHAPTER 36.88 RCW, WHICH RESOLUTION INCLUDES THE OWNER(S) PROPERTY. IF A RID IS FORMED BY EITHER THE PETITION OR RESOLUTION METHOD, AS PROVIDED FOR IN CHAPTER 36.88 RCW, THE OWNER(S) OR SUCCESSOR(S) FURTHER AGREE: (1) THAT THE IMPROVEMENTS OR CONSTRUCTION CONTEMPLATED WITHIN THE PROPOSED RID IS FEASIBLE. (2) THAT THE BENEFITS TO BE DERIVED FROM THE FORMATION OF THE RID BY THE PROPERTY INCLUDED THEREIN, TOGETHER WITH THE AMOUNT OF ANY COUNTY PARTICIPATION, EXCEEDS THE COST AND EXPENSE OF FORMATION OF THE RID, AND (3) THAT THE PROPERTY WITHIN THE PROPOSED RID IS SUFFICIENTLY DEVELOPED. PROVIDED, FURTHER, THE OWNER(S) OR SUCCESSOR(S) SHALL RETAIN THE RIGHT, AS AUTHORIZED UNDER RCW 36.88.090, THE OBJECT TO ANY ASSESSMENT(S) ON THE PROPERTY AS A RESULT OF THE IMPROVEMENTS CALLED FOR IN CONJUNCTION WITH THE FORMATION OF A RID BY EITHER PETITION OR RESOLUTION METHOD UNDER CHAPTER 36.88 RCW, AND TO APPEAL TO THE SUPERIOR COURT THE DECISION OF THE BOARD OF THE COUNTY COMMISSIONERS AFFIRMING THE FINAL ASSESSMENT ROLL THE IMPROVEMENTS OR CONSTRUCTION CONTEMPLATED WITHIN THE PROPOSED RID INCLUDE (A) CONSTRUCTION OF AN ADDITIONAL TRAFFIC LANE ALONG SULLIVAN RD. FROM MARIETTA AVENUE NORTHWARD TO THE PROPOSED INTERSECTION OF EUCLID AVENUE REALIGNED, (B) RECONSTRUCT10N OF THE EXISTING TRAFFIC SIGNAL SYSTEM AT SULLIVAN ROAD AND THE PROPOSED INTERSECTION OF EUCLID AVENUE REALIGNED, AND THE CONSTRUCTION OF THE ENTIRE ADDITIONAL TRAFFIC LANE ON SULLIVAN ROAD, ALL IN CONJUNCTION WITH THE REALIGNMENT OF EUCLID AVENUE, (C) CONSTRUCTION OF A NEW TRAFFIC SIGNAL SYSTEM AT THE INTERSECTION OF SULLIVAN ROAD AND MARIETTA AVENUE, AND (D) THE PROPOSED REALIGNMENT OF EUCLID AVENUE AS SHOWN ON THE PRELIMINARY BINDING SITE PLAN 17 -87, SAID IMPROVEMENTS REFERRED MORE PARTICULARLY IN THE "CONDITIONS OF APPROVAL" FOR BINDING SITE PLAN 17 -87. ON RECORD WITH SPOKANE COUNTY PLANNING DEPARTMENT. IT IS FURTHER AGREED THAT AT SUCH TIME AS AN RID IS CREATED OR ANY ROAD IMPROVEMENT PROJECT IS SANCTIONED BY SPOKANE COUNTY, THE ABOVE REQUIRED IMPROVEMENTS WILL BE AT THE SOLE EXPENSE OF THE UNDERSIGNED OWNER, THEIR HEIRS, GRANTEES AND ASSIGNS WITHOUT PARTICIPATION BY SPOKANE COUNTY. THE RID WAVER CONTAINED IN THIS AGREEMENT SHALL EXPIRE AFTER TEN (10) YEARS FROM THE DATE OF EXECUTION BELOW. HOWEVER, THE OWNER(S) OR SUCCESSOR(S) AGREE THAT IF SAID RID WAIVER EXPIRES WITHOUT CONSTRUCTION OF THE REQUIRED IMPROVEMENTS, THE OWNER(S) OR SUCCESSOR(S) AGREE TO CONSTRUCT THE REQUIRED IMPROVEMENTS AT THEIR OWN EXPENSE; PAY TO SPOKANE COUNTY THE THEN ESTIMATED COST OF THE REQUIRED IMPROVEMENTS TO ENABLE THE COUNTY TO COMPLETE THE SAME; OR FURNISH A BOND OR OTHER SECURITY MEASURE 'SUITABLE TO THE COUNTY, PROVIDING FOR OR SECURING TO THE COUNTY THE ACTUAL CONSTRUCTION OF THE IMPROVEMENTS. ALL OF THE REQUIREMENTS OF THIS AGREEMENT SHALL RUN WITH THE LAND ANS SHALL BE BINDING UPON THE OWNER(S), THEIR SUCCESSOR(S) OR ASSIGN(S). "A PUBLIC SEWER SYSTEM WILL BE MADE AVAILABLE FOR THE PROJECT AND INDIVIDUAL SERVICE WILL BE PROVIDED TO EACH LOT PRIOR TO SALE. USE OF INDIVIDUAL ON -SITE SEWAGE SYSTEM SHALL NOT BE AUTHORIZED." "USE OF PRIVATE WELLS AND WATER SYSTEMS IS PROHIBITED." "THE PUBLIC WATER SYSTEM AS APPROVED BY COUNTY AND STATE HEALTH AUTHORITIES AND THE LOCAL FIRE DISTRICT AND PURVEYOR WILL BE INSTALLED WITHIN THIS PLAT, AND THE SUBDIVIDER WILL PROVIDE FOR INDIVIDUAL DOMESTIC WATER SERVICE AS WELL AS FIRE PROTECTION TO EACH LOT PRIOR TO SALE OF EACH LOT." "THE OWNER(S) OR SUCCESSOR(S) IN INTEREST AGREE TO AUTHORIZE THE COUNTY TO PLACE THEIR NAME(S) ON A PETITION FOR THE FORMATION OF ULID BY PETITION METHOD PURSUANT TO RCW 36.94 WHICH THE PETITION INCLUDES THE OWNER(S) PROPERTY AND FURTHER NOT TO OBJECT BY THE SIGNING OF A PROTEST PETITION AGAINST THE FORMATION OF A ULID BY RESOLUTION METHOD PURSUANT TO RCW CHAPTER 36.94 WHICH INCLUDES THE OWNER(S) PROPERTY. PROVIDED, THIS CONDITION SHALL NOT PROHIBIT THE OWNER(S) OR SUCCESSOR(S) FROM OBJECTION TO ANY ASSESSMENT(S) ON THE PROPERTY AS A RESULT OF IMPROVEMENTS CAI ED FOR IN CONJUNCTION WITH THE FORMATION OF A ULID BY EITHER PETITION OR RESOLUTION METHOD UNDER RCW CHAPTER 36.94!'. DRAINAGE EASEMENTS, AS PLATTED AND SHOWN HEREON, WHICH ARE FOR THE PURPOSE OF INSTALLING, OPERATING; AND MAINTAINING DRAINAGE SWALES AND DRAINAGE FACILITIES TO DISPOSE OF RUNOFF, ARE HEREBY GRANTED. THE COUNTY OF SPOKANE IS HEREBY GRANTED THE RIGHT OF INGRESS AND EGRESS TO ALL DRAINAGE EASEMENTS ADJACENT TO THE PUBLIC RIGHT OF WAY. THE PROPERTY OWNER SHALL MAINTAIN THE DRAINAGE SWALE WITH A PERMANENT LIVE COVER OF LAWN TURF, WITH OPTIONAL SHRUBBERY AND /OR TREES, WHICH DO NOT OBSTRUCT THE FLOW AND PERCOLATION OF STORM DRAINAGE WATER IN THE DRAINAGE SWALE AS INDICATED BY THE APPROVED PLANS. EACH INDIVIDUAL LOT WILL BE PERMITED ONE DRIVEWAY ACCESS - ADDITIONAL ACCESSES ARE SUBJECT TO APPROVAL BY SPOKANE COUNTY ON AN INDIVIDUAL BASIS. INDIVIDUAL LOT DEVELOPERS SHALL INCREASE 208 DRAINAGE SWALE AREAS TO COMPENSATE FOR ANY SWALE AREAS ENCROACHED UPON BY DRIVEWAYS, SUBJECT TO APPROVAL BY SPOKANE COUNTY. THE OWNERS HEREBY DEDICATE FOREVER TO SPOKANE COUNTY THE RIGHT - OF - WAY AS SHOWN HEREON FOR PUBLIC ROAD PURPOSES. SUBJECT TO DECLARATION OF COVENENTS RECORDED�� UNDER ( DATE) AUDITOR'S DOCUMENT NUMBER WHICH BY REFERENCE IS MADE A PART HEREOF. 11 12 'RF' �FND. BRASS CAP W. 1/2 COR. SEC. 12 R.O.S. BK. 39 PG. 78 I ( I f I I I SURVEYOROS CERTIFICATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE 3Y ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SU a VEY RE T. WFENCE L. LEINWEBER L.S. 13775 COUNTY UTIUTIES DEPARTMENT EXAMINED AND APPROVED THIS ___ DAY OF 1 19 --- DIRECTOR, SPOKANE COUNTY UTILITIES COUNTY ENGINEER EXAMINED AND APPROVED THIS _ DAY OF ------ 19 -- SPOKANE COUNTY ENGINEER C OUNTY .,;., FXAMINED AND ....• DAY O F COUNTY HEfiLTH DISTRICT EXAMINED AND APPROVED THIS ____ DAY OF COUNTY ASSESS EXAMINED AND ....• DAY • 19___. DIRECTOR, SPOKANE COUNTY PLANNING DEPT. SPOKANE COUNTY HEALTH OFFICER 19___ . SPOKANE COUNTY ASSESSOR BY DEPUTY COUNTY COMMISSIONERS THIS BINDING SITE PLAN WAS APPROVED AND ACCEPTED BY THE COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON, ON THIS - -__ DAY OF ------- 19_ COUNTY TREASURE CHAIRMAN, SPOKANE COUNTY COMMISSIONERS I DO HEREBY CERTIFY THAT ALL TAXES WHICH HAVE BEEN LEVIED AND BECOME CHARGEABLE AGAINST THE LAND SHOWN WITHIN THIS MAP HAVE BEEN FULLY PAID THIS -_ -- DAY OF ------------- - - - - -- 1 19 --- SRO:ANE COUNTY TREASURER BY DEPUTY AREA-927.87 1�' ST18 u AREA =78 x28 l AREA- 701.55 z t$ AREA =843 00 £8 N AREA=840.81 l 4 � n✓ /,J � �o ?j J zr► Ai�A =17472 LS't£ _ 89 b£ _ _ _ __ 8£'S£ cn ,Or4l l w AREA-18& = _ _ £6'BZ _ _ _ w 34.7T w N AREA +177. � -72 AFtEA�212 AREA -= 198.95 � AREA -alas .BZ REGION NO. STATE. FED. AID PROJECT NO. SHEET NO. 10 WASH �- I OF Z 0 NOTE: 1.) CONTRACTOR SHALL RESTORE ALL LANDSCAPING TO PRECONSTRUCTION CONDITION. THIS INCLUDES ADDING TO OR ADJUSTING EXISTING SPRINKLER SYSTEMS TO PROPER OPERATION & COVERAGE. 2.) CONTRACTOR SHALL HAVE GAS LINES FIELD VERIFIED BEFORE EXCAVATING. 3.) ALL REMOVED CB/DWs a GRATES TO BE SALVAGED 0 RETURNED TO COUNTY YARD. 4.) SWALE DIMENSIONS SHOWN ARE BOTTOM OF POND. LENGTHS AND WIDTHS SHOWN ARE AVERAGE FOR EACH SWALE. W Z I*-- 00 0 %'o 0 0 0 4- 0 0 0 \ � ° ° -t' C) z 0 \ \\ 006-----�2001— � 0 0 18 0 0 100 2008 < 0 0 O p 6 W �-- \ � � \ �� �__ __ ___ — 2 Q-- C.D.STA.6+90 -- – – – – – – – – – – – – – A NO*31 00"W 5 !Z(� 6'C.D-STA5+9O 8" H.P.G. — SULLIVAN ROAD 8"H.RG: - ) _6 J%-I CL 6 C.D STA. 4 + 90 BOTTOM OF SWALE 6 C.D. STA. 1+00 6 C.D. STA. 2+00 C.D. STA. 3+00 CL 6 C.D. STA. 4+00 0 BOTTOM OF S BOTTOM OF SWALE 0 0 W W C0 CL 6 SECTION LINE tLE-V 2.004.90 EL 7V EL EV 2005.7 EL V 2004.20 u) - -0 -- 7tTC -0073X:- B- 5 -0) 61 -� X-1-:�T iOO�97 mil - ---TC.2009. TC.2009.4 2008.71 TC.2008.03 TC. 200734 2006.66 TC-2005.29 2004-60 z 2010 105-7 gi 21- ;;�- ��- -A 2012— - SEE NOjEj -.-z - - 9T- - T 10.3 8.5 7.6 2011 TC. 201032 EXIST 20 EASEMENT 0 DRYWELL PATHWAY jj,� 11, \__ (RELOCATED IN PHASE 1[ k EXIST C. B. D.W. ABANDON t 0 0 MATCH CURB FROM PHASE II BANDON ABANDON EXIST D.W. 0 . , - BOTTOM OF SWALE SEE NO 3. S EE NOT a. '0, STA. 7+ 00 ELEV.'2003.50 TRACT B SWALE BERM 0 \_ _ Zooa, > 0) + STA.6+00 STA. T+96 SWALE BERM NEW 208 SWALES SWALE BERM SEE NOTE 4. < in S TA. 5400 SWALE BERM NOTE: CURBS INSTALLED AT GRADES LESS THAN 0.8% SHALL REOUIRE W WRITTEN CERTIFICATION BY AN INDEPENDANT SURVEYOR AS TO PAR THE ACCURACY OF THE CURB FORM-PRIOR TO CONCRETE POUR SPOKANE INDUSTRIAL FORMS SHALL BE CHECKED AT 25' STATIONS. CERTIFICATION SHALL BE SUBMITTED TO THE SPOKANE COUNTY ENGINEER. MN100 CALL BEFORE YOU DIG 1-456-8000 LEGEND e � NEW ELEVATION X, 2012.19 EXISTING ELEVATION — ?-DID — EXISTING CONTOURS 208 SWALES NEW CURBS EXISTING EDGE OF ASPHALT Drawn B Date b, Des,9neb NEW DRYWELLS T- C. Approved: 2012 TOP OF CURB ELEVATION 0 EXIST. CATCH BASINV DRYWE! L CL C. D. CENTERLINE CURB DROP SEE NO 3. S EE NOT a. '0, STA. 7+ 00 ELEV.'2003.50 TRACT B SWALE BERM 0 \_ _ Zooa, > 0) + STA.6+00 STA. T+96 SWALE BERM NEW 208 SWALES SWALE BERM SEE NOTE 4. < in S TA. 5400 SWALE BERM NOTE: CURBS INSTALLED AT GRADES LESS THAN 0.8% SHALL REOUIRE W WRITTEN CERTIFICATION BY AN INDEPENDANT SURVEYOR AS TO PAR THE ACCURACY OF THE CURB FORM-PRIOR TO CONCRETE POUR SPOKANE INDUSTRIAL FORMS SHALL BE CHECKED AT 25' STATIONS. CERTIFICATION SHALL BE SUBMITTED TO THE SPOKANE COUNTY ENGINEER. MN100 CALL BEFORE YOU DIG 1-456-8000 m Drawn B Date b, Des,9neb SCALE OFFICE OF SPOKANE COUNTY ENGINEER Approved: BSP NO. 88-22 SHEET 2 [No. 5✓95 JT By: REVISED AS SHOWN ABOVE "ABANDON" HORIZONTAL 1112501. N. 811 Jefferson St. COUNTY ENGINEER SULLIVAN RD. 2o i b jqllpm�l I I CHANGED "REMOVE" TO EXIST D.W. Chocked By: A 1 1 1 Spokane Wa. 99260 Date: STA. 0+00 TO ST A. 8+00 Date I By I Ckd. I Appr. Revision , VERTICAL — 456-3600 m - LEGEND 2013.00 NEW ELEVATION 2012.19 EXISTING ELEVATION _2010 EXISTING CONTOURS 12+90 208 SWALES 11+63 NEW CURBS Ld INSTALL 8" EXISTING EID&E OF ASPHALT 0 NEW DRYWELLS T_ . 201 TOP OF CURB ELEVATION 0 EXIST CATCH BASIN/ DRYWELL CL C.D. CENTERLINE CURB DROP B.O.S. BOTTOM OF SWALE S REGION NO. I STATE 10 1 WASH TYPE "B" DRYWELL STA. 13 + 00 INLET EL.2007.45 TYPE "B" DRYWELL U j STA. 14+75 > INLET EL.2009.45 < L) :D uj MW STA. 17+05.40 SULLIVAN RD.= STA. 0+00 EUCLID AVE. E) SEE DWG-4 FED. AID PROJECT NO. I SHEET N OF —2009- TRAFFIC LOOPS. SEE NOTE 3, DWG. 4 ( -2010— 200 8 MATCH TO EXIST CURB - - - - - - - - - - - - - - = -------- SULL RDON EXIST. B/DW SEE NOTE 5. 1 If SECTION SULL 5' CURB rDROPS' (TYP) 12 1 CLINE ROAD An WCURB DROPS (TYR) bLL UNAK OtLuw Lo I- — TO CENT 1 8" H - INSTALL TYPE 2 INLET AT LOW POINT 1, -SEE CHART BELOW 71 �p TYPE A DRYWELL u w. ) C 6'C.D.STA.8+80 ul . �R OF NEW RADIUS GRATE STA.8+50 OF CURB. ELT a_ � —/ZT ELEV. .67 BELOW TO z: f rC. 20 T C. 20 0 1 2_010. 47 2011.43 TC-20 C. io 1�1 4 1 1� Tc. E ".2004.1� Tc Rp; E L. 2003.80 PHONE SEE NOTE 4 NOTES: 2 A_ BOX RELOCATE TRAFFIC if J A i -z 06 —1— - o INSTALL 8" CONNECTION PIPE AT 1% GRADE 1.) CONTRACTOR SHALL RESTORE ALL LANDSCAPING TO f amml - 1 11 FROM INLET TO EXIST. DRYWELL PRECONSTRUCTION CONDITION. THIS INCLUDES ADDING I TO OR ADJUSTING EXISTING SPRINKLER SYSTEM TO All C4 euu2004.41 2004.41 (0) 0 U U-) REMOVE 81 PROPER OPERATION a COVERAGE. 0 ul 2 Lo U) (% 0 n I co T( OD 0 �t co 2 co CD 7 7 7 i t C4 x SIGNAL POLES TO COUNTY Ld o j PATHWAY crf 10 2.) THIS NOTE NOT USED x x to w cr t 0 x d 0 cr 0 w W 0 0 w 0 Cj w 0 W r - 0 W CO 8 m (D 0 0 W 0 STANDARD. COORDINATE WITH 3.) CONTRACTOR SHALL HAVE GAS LINES FIELD w CD 0 m d o i K 0 CD OD 0 im 0 M 0) 0 M 0 0 25 It 1+ o w o m o m co 0 — + SPOKANE COUNTY TRAFFIC DEPT. N CD V C\l + c'i w t cm w + N + (V + N + C\l cli + cQ cli + cQ VERIFIED BEFORE EXCAVATING. BOTTOM OF _j + I _j _. i -i w C\J _j w rf) -i W ri) it W _j UJ _j W U) _j W _J (D w -i w 0 -j -1 - 7 W w -i - -7 W IA 4 _j2 W w _j w _j .7 w _j — -i W. ACE OF CURB < < cn 10 y 4 < W _ W -J l 0 cn cn 0 C6 < < uj < cn. i-m us. 4) DRYWELL GRATES TO BE CENTERED 0.96' OFF F I ui d SWALE cts uj i < - RELOCATE POWER POLE. Co. co cn w g :'3: 1,- og c �:: 0 3: 0 U) U) w C5 P o 3.: 9 g U) U) 0 Q cn M co U) m cn cn 2 COORDINATE WITH UTILITY 5.) ALL REMOVED CB/DWs a GRATES TO BE (f ) EL. 2003.40 cd co in al cn cn m cn co cn cn cn U) in + I I alAL_vA\jr_u q.A R ETURNED C- • +o — 6.) SWALE DIMENSIONS SHOWN ARE TO BOTTOM OF POND. LIMITS OF NEW ASPHALT - I TYPE 2 INLET 60' TYPE 2 GRATE NOTE:. CURBS INSTALLED AT GRADES LESS THAN 0.8%' SHALL REQUIRE AT LOW POINT A 3: TOP OF GRATE WR17EN CERTIFICATION BY AN INDEPENDANT SURVEYOR AS TO W w EL. 2003 44 THE ACCURACY OF THE CURB FORM PRIOR TO CONCRETE POUR. 5; z SEE NOTE 4 FORMS SHALL BE CHECKED AT 25' STATIONS. CERTIFICATION Ix < SHALL BE SbaMITTED TO THE SPOKANE COUNTY ENGINEER 7.; - a CENTER LINE 5' CURB DROP STATIONING STA. STA. STA TYPE "B" DRYWELL 11+25 12+90 10+40 11+63 STA-10+25 Ld INSTALL 8" CONNECTION 10+87 INLET EL 2004.35 Z 0 PIPE AT 1% GRADE FROM 0 INLET TO EXIST. DRYWELL + STA.9+45.40 SULLIVAN RD.= co 00.00 FAIRVIEW LN. Q -�� '"1 I STALL SOLID FRAME & COVER ON EXIST. i I . -2002 DRYWELLS _2007— 7 --2001- 200 8"H.RG. — — — — — — 4 LINE 10 TYPE "B" DRYWELL STA. 13 + 00 INLET EL.2007.45 TYPE "B" DRYWELL U j STA. 14+75 > INLET EL.2009.45 < L) :D uj MW STA. 17+05.40 SULLIVAN RD.= STA. 0+00 EUCLID AVE. E) SEE DWG-4 FED. AID PROJECT NO. I SHEET N OF —2009- TRAFFIC LOOPS. SEE NOTE 3, DWG. 4 ( -2010— 200 8 MATCH TO EXIST CURB - - - - - - - - - - - - - - = -------- SULL RDON EXIST. B/DW SEE NOTE 5. 1 If SECTION SULL 5' CURB rDROPS' (TYP) 12 1 CLINE ROAD An WCURB DROPS (TYR) bLL UNAK OtLuw Lo I- — TO CENT 1 8" H - INSTALL TYPE 2 INLET AT LOW POINT 1, -SEE CHART BELOW 71 �p TYPE A DRYWELL u w. ) C 6'C.D.STA.8+80 ul . �R OF NEW RADIUS GRATE STA.8+50 OF CURB. ELT a_ � —/ZT ELEV. .67 BELOW TO z: f rC. 20 T C. 20 0 1 2_010. 47 2011.43 TC-20 C. io 1�1 4 1 1� Tc. E ".2004.1� Tc Rp; E L. 2003.80 PHONE SEE NOTE 4 NOTES: 2 A_ BOX RELOCATE TRAFFIC if J A i -z 06 —1— - o INSTALL 8" CONNECTION PIPE AT 1% GRADE 1.) CONTRACTOR SHALL RESTORE ALL LANDSCAPING TO f amml - 1 11 FROM INLET TO EXIST. DRYWELL PRECONSTRUCTION CONDITION. THIS INCLUDES ADDING I TO OR ADJUSTING EXISTING SPRINKLER SYSTEM TO All C4 euu2004.41 2004.41 (0) 0 U U-) REMOVE 81 PROPER OPERATION a COVERAGE. 0 ul 2 Lo U) (% 0 n I co T( OD 0 �t co 2 co CD 7 7 7 i t C4 x SIGNAL POLES TO COUNTY Ld o j PATHWAY crf 10 2.) THIS NOTE NOT USED x x to w cr t 0 x d 0 cr 0 w W 0 0 w 0 Cj w 0 W r - 0 W CO 8 m (D 0 0 W 0 STANDARD. COORDINATE WITH 3.) CONTRACTOR SHALL HAVE GAS LINES FIELD w CD 0 m d o i K 0 CD OD 0 im 0 M 0) 0 M 0 0 25 It 1+ o w o m o m co 0 — + SPOKANE COUNTY TRAFFIC DEPT. N CD V C\l + c'i w t cm w + N + (V + N + C\l cli + cQ cli + cQ VERIFIED BEFORE EXCAVATING. BOTTOM OF _j + I _j _. i -i w C\J _j w rf) -i W ri) it W _j UJ _j W U) _j W _J (D w -i w 0 -j -1 - 7 W w -i - -7 W IA 4 _j2 W w _j w _j .7 w _j — -i W. ACE OF CURB < < cn 10 y 4 < W _ W -J l 0 cn cn 0 C6 < < uj < cn. i-m us. 4) DRYWELL GRATES TO BE CENTERED 0.96' OFF F I ui d SWALE cts uj i < - RELOCATE POWER POLE. Co. co cn w g :'3: 1,- og c �:: 0 3: 0 U) U) w C5 P o 3.: 9 g U) U) 0 Q cn M co U) m cn cn 2 COORDINATE WITH UTILITY 5.) ALL REMOVED CB/DWs a GRATES TO BE (f ) EL. 2003.40 cd co in al cn cn m cn co cn cn cn U) in + I I alAL_vA\jr_u q.A R ETURNED C- • +o — 6.) SWALE DIMENSIONS SHOWN ARE TO BOTTOM OF POND. LIMITS OF NEW ASPHALT - I TYPE 2 INLET 60' TYPE 2 GRATE NOTE:. CURBS INSTALLED AT GRADES LESS THAN 0.8%' SHALL REQUIRE AT LOW POINT A 3: TOP OF GRATE WR17EN CERTIFICATION BY AN INDEPENDANT SURVEYOR AS TO W w EL. 2003 44 THE ACCURACY OF THE CURB FORM PRIOR TO CONCRETE POUR. 5; z SEE NOTE 4 FORMS SHALL BE CHECKED AT 25' STATIONS. CERTIFICATION Ix < SHALL BE SbaMITTED TO THE SPOKANE COUNTY ENGINEER 7.; - a CENTER LINE 5' CURB DROP STATIONING STA. STA. STA 10105 11+25 12+90 10+40 11+63 13+20 10+55 12+35 13+55 10+87 12+75 13+87 SAW CUT ALL ASPHALT TO BE REMOVED. CENTER LINE 5' CURB DROP STATIONING STA. STA. STA. 14+10 15+00 16+25 14+60 15+43 14+90 15+85 INSTALL SOLID FRAME AND COVER ON EXISTING DRYWELL 70' 20' 74! 1 .0 owl SWALE DIMENSION REF NO. CALL C3rrVMr. YOU UlU qpnKaNF= wntIRTRIAl PARK qFF TARI F IN PPnFll F I—Ar-%CZ—Q0f)0 I RECEIVED MAY 3 0 1995 SPOKANE COUNTY ENGINEER NOTES: 1. THE TOP COURSE FOR ALL BASE SECTIONS SHALL BE 4" OF 5/8" MINUS CRUSHED SURFACEING. THE REMAINING BASE COURSE SECTION SHALL BE 1 -1/4" MINUS CRUSHED SURFACING. BASE SHALL CONFORM TO ALL W.S.D.O.T. SPECS. 2. ALL A.C.P. SHALL BE CLASS B W.S.D.O.T. SPEC. WITH ASPHALT CONTENT OF 5 -3/4% TO 6 -1/4 %. 3 PATHWAY SYSTEM CAN MEANDER IN EASEMENT OUTSIDE OF THE DITCH EXCEPT ALONG THE 208 DRAINAGE SWALES WHERE PATHWAY WILL BORDER THE PROPERTY SIDE OF THE 20' EASEMENT. PATHWAY SHALL BE OPEN TO THE PUBLIC. 4 ALL CURBS INSTALLED SHALL BE TYPE'V CURBS 4KXANE COUNTY STANDARD. 5. ALL PATHWAYS SHALL 211 ACP AND 4 BASE. 6. SPOKANE COUNTY STANDARD WHEELCHAIR RAMPS SHALL BE INSTALLED AT ALL INTERSECTIONS. R/W 20' 35' 6' , 2' 2' I 14 1 12 1 7' 7' Irlc.Hiw�..n�rvv PATHWAY 20' MEANDERING PATHWAY r z 0 H W cn . :+ a yr#—" L_nw111w M% jf11ML1 ROADWAY 2' 2' 14' lip j ul�ll III v,•ov :y:; lu i�I m 4 "ACP — INSTALL SWALE OR DITCH AS CALLED OUT ON PLANS. ( TYP. FOR BOTH SIDES) 42' EXISTING R/W 36'. • EXISTING 35' 12' r SLOPE m n 2' 2' a• i .a. s � � uP,u _ • y - IL . 10 TOTAL INSTALL SWALE OR DITCH AS CALLED OUT ON PLANS. (TYP. FOR BOTH SIDES) R/W 10 TOTAL VARIES 20' MEANDERING PATHWAY GRADE AS NECESSARY TO MATCH ROADWAY OR 20' EASEMENT LINE TOP of CURB 3 6' BOTTOM OF SWALE SHOWN ON PLANS ' DW. LID 6 „ ELEV. 1I 3 \ g p �►Q TO BE GRASS SODDED (TYP,) p•p. -q 6' TYPICAL 208 SECTION NO SCALE ELV. PER PLANS I � 1 � 3 :1 SLOPE "t MEANDERING 757 ELV. PER PLANS - PATHWAY _�, .,� ►t BOTTOM OF SWALE " TYPICAL SWALE BERM NO SCALE VARIES MAX. SLOPE = 3: 1— 3' TO I I' — 6' PATHWAY WITH MIN. 2% / / D : - a.' 'd CROSS — SLOPE FOR DRAINAGE MAX DEPTH = I.O, TO DITCH OR 208 AREA. TYPICAL DITCH SECTION SCALE • I 2 BOTTOM OF .5 MIN. DRIVEWAY DROP DRIVEWAY DROP SLOPE VARIES is � t... ''• ... , DRIVEWAY CURB DROP ASPHALT OR GRAVEL l.— SURFACE TYPICAL SWALE DRIVEWAY APPROACH CROSS SECTION AA NO SCALE A 17.5' (_ 17.5 12 6" ►' 9 : d - A a -' � '. p e a ° 4 : ;.:`GUTTER LIPS 0.5 (SEE TYPE" B" SHEET S-6 OF COUNTY STANDARDS) * 2.0'UNLESS OTHERWISE SPECIFIED ON THE PLANS. TYPICAL CURB DROP SCALE: I "= I' A.C.P. PAVEMENT SECTIO NO SCALE EUCLID AVE. STA. 24 +00 TO STA, 29 +00 74' 1 _ 7' 7' 6' il /' -MIN. 2 % SLOPE TO 2 A.C.P DITCH OR 208 AREA GRADE DRAINAGE II(1= AWAY. FROM PATHWAY ( BOTH SIDES ) 4" BASE TYPICAL PATHWAY SECTION NO SCALE - 35 1 12' 4 A.C.P. 3 A.C.P. OVER EXISTING ASPHALT ROADWAY 12' - 2 % S LOPE 20' 35 1 2' 1 2' 1 o�•'R,..e;e. iI I��IIs A.C.P. PAVEMENT SECTION 3 NO SCALE �,® � EUCLID AVE. STA. 8+00 TO STA. 24+00 141 R/W 20' MIN. NEW R/W EASEMENT DEDICATION PATHWAY, DRAINAGE, LANDSCAPE 14' 2 4' 6 NEW ASPHALT PATHWAY 4 "ACP _ - 6" BASE REMOVE EXISTING CURB ,.A.C.R PAVEMENT SEGT1O,N____,,`A N SCALE L 1 �, -w "° 4' .b. , d' , P .A _p /''., p• .w'.1► :i o.: d �•.. p :a r • p , I „ 12 3 1 GUTTER LINE 611 INSTALL SWALE OR DITCH AS SPUVPE CUuwfy INc TYPICAL DRIVEWAY CURB DROP CALLED OUT ON PLANS. 0Y ti (TYP. FOR BOTH SIDES) �` ��� SCALE 1 ,3 20 ftiL EASEMENT 30' PERMIT REQU; `,�'LD UTILITY 15 1 NOTIFY THE PERi:nr r_ I....,vrt : +; EASEMENT 2' p•56.3�0 � - 24 HRS. PRIOR TO cor.l r' - - 2.5% MIN. rTT R/W 74' RAW SHOULDER ( TYP.) 2 5.5' 35' 35 1 20' 2' 2' 14' 12' L 7' 7' 12' 14' 2' VARIES NEW 2 -I/2" ASPHALT OVERLAY VARIES (-E XISTING ASPHALT - % SLOPE - 2 % 7 SLOPE EXISTING ASPHALT II lU 15 DG V ' ' EE EDGE ' TO I I I - Is`III f . • .��7rTTl7T /I - 2" A.C.P. 4 BASE 2' 20' UTILITY EASEMENT MAX. 3:1 (TYP) PRIVATE ROAD NO SCALE 3 O. ► ... ... • 'O.• 6 p o LO' 0 R ECEIVED ft II �Ul it 11 a1Y1 _ TrI' 4 EXIST, CRUSHED SURFACING TOP COURSE. -:.— SUBJECT TO INSPECTION & it APPROVAL OF CONDITION — �3 -I/2 EXIST. CLASS B 11 ASPHALT �U �I�fi� MEANDERING MAY 3 0 BY COUNTY PRIOR TO CONSTRUCTION. TO BE REMOVED PATHWAY 1995 S REPLACED IF NOT IN ACCEPTABLE CONDITION OR DEPTH. SPOKANE COUMY ENGINEER INSTALL 6" CRUSHED SURFACING CONC. SIDEWALK TOP COURSE AND 4" ACP. INSTALL SWALE OR DITCH REVISIONS mw SCALE INSTALLED PER AS CALLED OUT ON PLANS P,. Al 0 ®Taylor Engineering SPOKANE COUNTY (TYP. FOR BOTH SIDES) •.•.• , / {�� d EUCLID AVE. 2 Civil Design and Land Planning OWNERS .APPROVAL STA. 0 +00 TO STA. 8+00 4 e , B.S.P. NO 88 - PLA NUMBER �a NO SCALE ^° SPOKANE INDUSTRIAL PARK DWN: _ DATE It �v - APP SIGNATURE DATE C KC O w. DATE ia- z3- DETAIL SHEET APP. B.S.P. N 88 -22 SITE DRAINAGE PLAN $WALE E (13' x 296) '� g • L / / �• ; . r .� ••�•�.• •�..• N N •i• •i• !� S N N •fe N� •N N NAM •••• •a •.�•- � — — ~� / / �.� • •►r - 2012 - ttft. TD A� - .•.•����•'•• - — —. ..—.. — — . — -�- � - . � � - . -. —. — _ . - — ••• •f• / ) / -- - - -- - -- _ _. - 08 \ 20 _ • ii S WA L E D ` I ; t � SWALE F .�00 \� ,,. , (Zp\ •� 0 leb cc i I ` ! C� s I . 0 cQ I I r SCALE: 1" =100' 1 � • _ BASIN I • I I � I � t r te. ;. = --,�� � ,, , ;' , I � � • SWALE B I >> 1 �, . e l ► / \ , • eT --► 2092 C.F. �� I I l �` �' r •'�• / I I I I ••�•• 0 0 Z •. g --1 , I i J I y e t �• • I I I I I • . r •�n m Oi • ps Q T �� T A 0 • • • I • ! I I. T T • w �I �I t \� '.. �, BASING�� \ - 0 I I �I W 0 v v 1 . �. , •20041( � I I � -� • 1 _ ; III � U)I I 1 (L,O� S I , ) �� SWAL — ® / �II I — ) 6" (13X 119) _J 2004 :(1 8 I j -1�9 • . + -�- — / I I I , • i �- N 01 �2008 � •r , I ��b �i JY U • \ ,. _ �. BASIN J • :' -� �-- — —� _ ��_ --� �- 201 �• _ _ — — — _' ••• ,� — - --- -- - - -- _-- -- -- - --- �.�..� ----- 2608 -1. -- ® - - - EI� -V�W LANE — ._ -- - -- - - -- 2016- . -- -= 0, o • SWALE H� _ - (13'X162) - -- .I 01 -SWALE G v vJ 9= SWALE I --�� (13'X 325 1 ) I� �✓ • (13X83) •• -__ __�_ (SEE. PH t BAS — -_ �- I � 2006 ---- � --._ ____ •- t - �- -• - - -• - -- - -- - -- •�,� • - -- .___. -_ .lRq�•y��•�e.•N Q • L . 2002 • I ,� -20 l / // i I �� / � �r f r �/ / SWALE J ,� ✓� f (I3 X 79) — SWALE N •!�" a 'i . i (13 9 � v _ l 6 / -- E4 C � I-P '"' -A`,� ,C 2010 ,S L 0' LL: c\1 O$+ 061 typo __ t 0 f LEGEND IN O --- - - - - -- ! SWALE A �� ti° / I \ i / \ o ff /� BASIN DESIGNATION - -- — -- t ee•••••. i 2039 C.F ... - - - =' i / ( • Q ! n � - __- J ( ! i f I / , •_. / I PHASE III BOUNDARY , 2006 •' ` / Y W l r V I 208 SWALES - - - -- -- - - - - -- i � �� / DR Q � I X ! YWELLS - - -- - v I � - M :I ! f -J to ; .......... e ( • e f V•••••� MARIETTA AVE. co N FLOW DIRECTION -• EXISTING CONTOURS -- 201 0 — / ,�•� --- UTILITY EASEMENTS - - - -- �._ Q) .A PROPERTY LINE C., �,,,., ---- �._ �-- . .. I �-- ---_ _--• - , � � � ELEVATION DATUM SPO! E cbuwTy, G .....;.. 1 /-, / ) INTERSECTION q FLORA & EUCLID �► \rte ��3� RECEIVED PK. ELEV. 2009.75 r�t�C; CONTOURS SHOWN WERE EXTRACTED MAY 3 1995 - u FROM WALKER AERIAL PHOTO 1•�EI'�M1�7 �� •��.��..s 1,;��,.�J `• \ NOTES: SEE ROAD DWGS. FOR STATIONING l --- (� . TOPOGRAPHY MAPS watIFY r) •` SPOKANE COUNTY ENGINEER I AND FINISH GRADES. 4 - HIS I ALL DRYWELLS SHALL BE COUNTY f STANDARD TYPE "A" OR "B" AS CALLED / I OUT ON THE PLANS W/ TYPE 3 INLET. / R EVISIONS SCALE htr,v. t y QI REVISED TO SHOW SWALE VOL. Taylor Engineering 14;1; 722.26' •oS' 8 8 �_ - - - --- 566.46' -_ --' - -- - zz���- - - - - -- 4- 50.04' 225.02' 145.06' 230.00' SEC. 12 -25 -44 L - 0.82 I I -3g � 9' �� , 400.00' - 318.00' 581.62' 213.44' ( (------ - - - - -- -- - - - - -- - - - - -- 4------------------- 42' 8.4 �� 10 UTILITY ESM T o 0 y' 20' ESM'T �JI I 4' �� 9p' a? a? 70.75' -"1 5 SEWER ESM T ( I EASEMENT 1 TYP.(I ° ° I I �i 35 w 1 3j RAILROAD 00 Z 56, ( ) \ 9S \ 4 o C'4 N 7 o I i UTILITY o w 0 1 I 1 p , co 5 2.58 ACS. M - I i to �l ! I ESM'T o I _� _ Z oI (¢ .) 1 ° \ 2.77 ACS. R =60' I I I� ( r o o i ( ( �� \ C 1 4 2.60 ACS i `� o0 6 (l lo= (� No 1 01 °,� z o I i ¢ I B RA \ N.89'49'03" W. oo l I � o I w p I- F-I N S \ 524.98. ° _ I _ _ _ TRACT A ( S8 \ \���� w N.89 w. !� �o TRACT o "' I l Z 1'- ! 1 z o U ,� i, I \ I I- I( I Z o! I �, 12.59 ACS. o ! o ( TRACT C \ 0 399.99 o 0 / o co co 87 ACS N Y N' o ESM'T ( N A I, Iz ( in \ \`' 1 - ( O w II ( � 2.97 ACS. o - 1 5.91 ACS. ° v� \ N ° �I I 8 0 9 10 ° 1( N ¢ I 5 � cv 4 ,, I `° ° E w o ( 10 2.65 ACS. o " o n_) 2 0 z I ( I o; S \ o M o! N 4.76 ACS. N.89'49 03 W.,� ( 6.46 ACS: co o . 5.94 ACS. Cv I Z 1 0 ¢ 1 ( I( cv \\ `'A \� z a, 1 Q l° c� w 8.76 ACS. N _j Z 1 00 i 3 ° 0 3 0. _ 1 I° " _ _ 213.42 a I 3.46 ACS. 2.88 ACS. ao N.89'49 03 W. o 0 0 Z I _° I ° �` \\ �' °° \ 2:72�ACS tn 1 o o ° o I I : �� I I I �,° �I I M 3.48 ACS u� �\ ' , I V I 524.98' N N z o I I �� (� N.8949'03 "W. I 3 Co I . I o (00 0 0 0 1 I I� 0 225.00 o i of ( 'y n M I °O ) ��, �� \� g I j � O o O CV I! N z O_ I 0' A ,- ui Lo W 1 20' UTILITY I Io rI ( R =60' z „h n �� 8 �j �3 ?g� • 0e I = I6 g t. Z Z 1 1 I I 0 3 0( `° M � srs ,- o 1 ESM'T I z ( o M 2 / 89. I F (o I 20 DRAINAGE & `� ° 0 :97 ACS. , "' 9 s h' N 2.60 ACS. N 1.38 ACSj. ( ( UTILITY ESM'T (TYP.) o I N '� �� �3 0 0 SM T (( o ( o N ( 0 0 1 \ _ / j �' 3 L L= 146.22' 379.35 317.97 TYP. . I i -W 0.47 ,- �` Z X30 2 .33 ACS. ' ' 58158' , �; / ��3 R, S 0 - ---- - - - - -- --- - - - - -- - -------- - - - - -- - - 3 L- -- 420.03 - -- - z 225.0 0 ( 225 . 00 214.73 z 763.85, 140.53 FAI RVi EW M 375.00, 1 ' `�,/ ' - - O �� 8.0 " - - - - - LAN N W. 1 138. 8 5' _^ 00' __ 337_39' -__ / �� ^ / 03.��� N:8949 03 W. - N.00'21 "E. N89 49'03 "W i• " _ » - b b �, N.89'49 03 W, b b 920 N.8 W. _ ---�� N - - - - -- 85.66 536.69 - _ _ _ ''' a c EUCLID AVENUE 0 --� L - - - - -- - - - - -- ' - -- -- - - - - -- - - -- ; - - - -- 0 0 - - -- - - - -- ------ - - - - -- N.45'04'59 "W I N.88'49'58" E. 462.39' 7 : / �� 40' UTILITY `' 24 6.05' 112.06 230.00 338.96 269.03 206.85 ( - - - - - - - -� - - -, �o ( w 290.72 111.95 �i _ 180.00 426.76 i� 144.44 39.78' / / /"� ESM'T 3 d , I R= 30.00' I to m o I EUCLID AVE. TO BE VACATED UPON „� 10' 182.41 ,� 3 11 K - o R =3D.00 18..48' I _ 1 ! o 20' ESM'T I COMPLIANCE WITH CONDITIONS IN O 1 / M o O ,'`� / O o 12 I I ° o - o o„ I .Cv 2.4.9. ACS. o 1 I- I MID.) N 17 N w COUNTY COMMISSIONERS RESOLUTION o �, / 2.81 ACS. N ^ N w / Io o o ( 15o N N N N 3 I ^� o, 0 / N. �S•0 a rn 10 10 / m / ^• 2.65 ACS. ( I I N o ° o N0. _ .� M ti� ��- p�Fsy�, / 0 41 "W ` 2.52 ACS. �i / / /� 11 N I lc� l o z 0.91 ACS. 0 18 " �./ / 29.98' z ° g - 2:91 ACS. p / rr N f z 180.00 �, ao I N.84'12 34 W 2 .96 ACS w i 2 $ // W N89 49'03 "W .> Q ' TRACT B N / / / N. '' // / v .56 ACS. I 0.72 ACS. 16 N.89-49 0 3 W. o .��.h�` V) i TRACT B o - � 1 130.00 a 4.86 ACS. 00 430.29 / . 429.20' 0 2.47 ACS. o . / O b ( " � 13.74 ACS. / co / ^ o N o , / �! O I ° - z r sp• 420.06' I N.89'49 03 W. (RAILROAD z _. , 0 I L0 o ,y 00 O �� / �O �o� /� 0 N I I I 9.45 ACS °° . EASEMENT} 30 Z oo o / c� 6 0 cp z 4� / O� 99 � 0 1 lin ( \h ��, 2.81 ACS. 00 41 0 1 , I cv o ro 0 5 ) ! 1I 1!; g2. i� ��, 2 0 13 I IN 1 153 61 �ti�,o °° N cv I N N.89'49'03" W. 00 p w 8 32' %!� z N z ( 2.41 ACS. II C 540.81' i� �`' 2 w �� 6 2.70 ACS. I N I j z r i - I 2.84 ACS. tt�I w J I N.89 50'00"W. 1011.00' N.88' 10'04" E. R co I _ 3.04 ACS. c ° p1' ! _ o g 308.50' 386.12' 1 1 rn 7 0r0 0o q�4 �� 58' 0 14' e 0). 12 5 �0' - �4'S 'S0 �. 44' p _ w o co 43 3g. U_ N ( I ( ( 315.00 3i 1 1 1 m 20' ESM'T z -, ,' „ 164 2� L= 166.16' <o 3.29 ACS. "E. w 40' UTILITY = N I ,50 E• o g 50 x-75' UTILITY & ( (� ESM'T o o 0?l 1 N (TYP.) 59 p0 in 4 5 o 0 0 0 2.65 ACS. c �l =° _ 11� 01' N 7 35 o gg N o r I LANDSCAPE ESM'TI (o_ o M 4 �` oa , `` � 1,5�� a 13 2 401 ` - ! _ 1 1 ° 0 2 0 3 ° N� ,n w - b ,I ° o N 2.53 ACS. o Lo N ( 2.99 ACS. . �, M z , �. _ , 2.39 ACS. 2.43 ACS. 6 I R- 40.00• o . z � $q.' � � � . � �' `o °�; 2 .49 ACS. z 33 26.3g' Z � �,� pF 56, ( = I I z . 35 ,. o �. 14 xG i 15 ° 14 oP O R 42 _ 1 _ 347.97'- - - - 1 - - 308.50'- - - 202.72' L= 112.58' 1� _ o in D0, CS • i� - ---- - - - - -- - 0 2.49 ACS. � 363.. g� P � V ICINITY. MAP - ,)N. 89' 50'00 W. M M - 9 54.36' _ _ =211 5 ' �'3g6.26 16 �1. _ TY MARIETTA AVE M R -79 13 L I o o •` , -- - - I o 2.49 ACS. 2 363.00 0 0 5 1 ��, 361.50' I I - .0� - - -- 210.49' - -- ° ! ° 13 E• I �n 3. ° s'N N " ( L= 219.78' 5.58 . I _ 17 's' N 'o ° A'59 ,50 u- 001 1 r 2 3 in 40 PRIVATE f I 3 N :- 0 2.6 7 ROAD ESM'T �! ACS. (`- 2 (i ® (--- 20' ESM'T o to ao � o ( 430.9 o W. 1/4 COR -y SEC. 12 ii0 - ( a I I 19 r g z po 18 3.38 ACS. of U) ,� ' 1 o a5 41 3 2 -f P I I LL' .45 ACS. 2 4� S• f% 5 AC ' Taylor Engineering, Inc. Civil Design and Land Plannin 1 SPOKANE INDUSTRIAL PK. DWN: DM DATt:: 1 0/30/90 APP: SOUTH EXPANSION CK'D: DATE: APP: CADD ACCESS NAME: SIP -S rr S POKA NE ASSESSOR - zs i 1 j �. 11 7 ;'ArER co RR Rj / 'YA .1 �1 l! �. Z � So I o f ( 'i G - 588 °SW - 2640. Ile I Y _ I • S • 11 - � � Q� 1 Y® the h ivy l r 1 i9 iu UCL /O )R0.4a,, EUCL /D ROAD ! + .• 4 , • %' . -rte'' �' "`.{ Ito I � !30' 1 IS 7r 3 it •• $ �s ' I� X02 12 \v! �E� -�`• �. �,• is ®'; 11 0 5Co o I' CLIETT.D AVENt.1E 14 �1 Y7 I S � T 17 L ol 1 I l ��1 r9 ► ,jiso 84+00 � d i hX i t !' i (:' V BR 450 ` C.R.P. ' W - 6 70-75 " `SPur + 19.0 A• -'/g. Co r. I _ .0C 0 _ Zyb P O' Id Rt. 1 I Y • I � j l,� Gg ;.. I 1 0 I 74 +00 V o V Lol 2 lit 13 �+ it I 1 i j' � � I • +J /!,N (ylCl;n rJf f ;rc .:� / rl- (I o I, f , r i a!d w/n FLO -A Z ! / � O j Pve � ► C R• /V�/ ca 2 ' lc' aA 31 Q i f ! / 4 cv LL Ga Vr I SEE TIT C 11,t i� Lof 5 oai-_D j r- ,L o iw, R 1 A .. G.R.P. NQ / /6.5) I r ti > �• / / U t.r' • f 1 f'1' ,e�• -_ 239, m J�•� o: r r+ p� ZL \\ � ,� �'` __— = .• 37 .3./ 'y 3,9?_ (,'3 „ � NO �J - �p Q/ t7 /Y / ra ! i TI 4 / 2i t Yom' r 8 n y e7o n 89 Sr<.'W IC 12- . FILE No• ZCo24 __.._. _._.... - ----- ----- I I' i _' A -71 7Z 0 E y \DR VEW R I 7G 0 37' 1 EXISTING PARKING o 2007 - ------ D 0 0 2 '012.00 \ // 20��`� IT BLDG. 0 EXTEND EXIST 0- (D 0 18 C.M.P 5 + 0 0 ® I II EXIST I E 2005 1 r� "' �„ // 20 ` 6 0-1 0 0 + INSTALL CONC. SIDEWALK AS PER a SPOKANE COUNTY STANDARDS -. Z) TRAFFIC LOOPS STA.Ot37 TO STA.1+00 U) SEE NOTE 3, 0 SAWCUTREMOVE & REPLACE EXISTASPHALT & BASE < TO NEW SECTION. RELOCATE CHAIN LINK FENCES 0 LEGEND TO EASEMENT LINE BOTTOM OF 0: TRACT "W' 2013-00 NEW ELEVATION EL-2006.*00 z 2.012.19 EXISTING ELEVATION INSTALL STORM WATER I<, r__vje_11?_1k1,e% lrl%&- PIPING AS PER SPOKANE :)WALE X D ' ned' By: I F iyP4FAi gyp" LF GOWNTY ENGINEER PREL11WHINARY %,n i mi E l, BSP NO. 88-22 �A 919 Appo"eved HORIZONTAL 1 50 N. 811 Jef f erson St. NOT FOR CONSTRUCTION Checked By: COUNTY ENGINEER Spokane Wa. 99260 EUCLID AVE. 1 10 ' AL 9 VERTIC 1 Date: 456 3600 N EW I E. 2005.44 I 24 5 , I Q , � MAINTAIN EXIST 20 6 0' 12d 0 2013.01 Co DRAINAGE TO SOUTH' 2 4 0 8 4 / 00 0 X ,( x I W O co TYPE "W'DRYWEL Xe, /< TYPE DRYWELL 0 STA. 10+10 < STA. 6+20 + 2015.71 <) 10- I­_ 00 —BOTTOM OF SWALE INLET EL.2009.50 INLET EL. 2006.5 w 40 1 . I C. ; 0 Pi Pnnq.nn /_� _>� A ,4� e� 'D, UL_ "vm& -P , J188 -6.1 VHIV P'( U. / SAWCUT ASPHALT INSTALL 25 L.F OF 8 PVC PIPE TO TO FIRST ST., AS SHOWN. FILL & COMPACT TO GRADE „ DRYWELL. MIN. SLOPE =2% OF EXIST. CURB. 6 BEHIND FENCE. MITER END TO CONFORM � _____ TO SLOPE. `'9� INSTALL SPOKANE COUNTY RELOCATE FENCE TO -�- ` STANDARD WHEEL CHAIR D NORTH of 208 A E.. ... ... _ - - - RAMP AT EXIST. cURB DROI? '`�s.5 —� MAINTAIN DRAINAGE TO CULVERT. — 97 - 9 8" I.E. / (� o 96.4 7 " ) �i�cS'T S7 0A)611) / �` F '� 11� '� ®� POND 96.9 \ +/ I LAWN --z� BOTT 6.4 i 9 7, DETAIL x K_ x x —�C z� X x x I r -- - -- -- _ -- - - -- -- — _ O I Dw w 1 MATCH EXIST SIDEWALK \-- INSTALL(3) SIDEWALK .IN- W p I �" I ( EXISTING 5.5 ,� SAWCUT ASPHALT 6" co U � ®� B IE 96.4 LETS AT EXIST. LOWPOINT. I O I LAWN SIDEWALK SAWCUT CURD � RE- BEHIND FENCE. I ( A area, AT DRYWELL �E� W LLd REMOVE EXIST GRATE MOVE AS NECESSARY REMOVE AND DIS- , Ty.�i� /,�r�.esE�7� GWd'o 94 WA E U CL I D AV E N UE REMOVE EXIST. FAME FOR INSTALLATION. POSE OF ASPHALT ��,g -,,U� �,,,,� I ®I �® �� � .. AND INSTALL SOLID TRAFFIC AND GRATE FR LOW EE E �I T � � � Ella � RATED FETAL LID. S NOT 8 O wls n (/) < �, __ . _ _ _ POINT f)RYWFI I _ ' C-rA r I CY7 Co CIO On a A i JVLIU l,VVB:K ' I I!� NEW SIDEWALK RELOCATED 10.5' 20' CHAIN LINK I EUCLID FENCE AVE. 7 BOTTOM OF SWALE I o _ II VARIES i y�os¢�a c h�y�r ,, °D° ° —GE.= 96.4 I.E. -96.3 /^ /�_ �i� = I' MIN. I /cas�iii�� ��r-iPg ;:'•a: �;' ;5• Z X4 EaWO� tD�O O 3 2 'T 7r• . ', +. G�.a� /44 14,S R6,.. ° O' ❑:0 EXIST.. DRYWELL HYDRO-SEED 208 POND DETAIL 22 A D' O C. 6 "MIN. N.T.S. I I ' MAX. ScE /yf' /C'.4G �N C77oAI PLAUT Ld `� Ri� _ c OFY S0/w. L C0000k) IV41W6 6Q1710 4�1,5 S /zv z_fz A L /,rlb5A) Ti /A C'E,,e rs '�'.e s.�r,�' / 3 / 4 " /Z < 2 /.&,gnoo (2wcs;Re Aevuvs V�=,Do6,ks /s /Z E 6oc4t5wu Pyee5wlo 4ZeOve U1715J�F _;�_b9 5�8 F r&z> 6 611 s '�,�'�TZE.f'9.t1•9 �' v� Z �a�G . 30 PoT��TlGGA �27��7'7ZZA ��J� �Cos�9 Zo v619CA66 30 A/ C-aWyAiVS i�r. 779 �I.Wv9CrX ' Z eot. 2� 20 0 LAWN NOTES= I. FLAG OR STAKE PROPOSED LOCATIONS OF ALL TREES PRIOR TO INSTALLATION. PLANT ONLY AFTER INSPECTION BY OWNER. 2. TREES ARE TO DE PLANTED. 5' FROM ASPHALT PATHWAY, EXCEPT AS RIOTED. 3. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATIONS OF UTILITIES PRIOR TO DIGGING. 4. PROVIDE MINIMUM OF - I" SANDY LOAD TOPSOIL OVER ALL PLANTING AREAS PRIOR TO HYDROSEEDING AND. PLANTING. REMOVE ALL ROCKS AND BRANCHES 2 "0. 5. STREET TREES ARE TO BE PLANTED 40' O.C., EXCEPT WHERE NOTED. CONTRACTOR IS TO PLANT THE QUANTITY OF TREES INDICATED ON THE PLANS. IF LESS TREES ARE ACTUALLY REQUIRED TO MAINTAIN 40' SPACING, CONTRACTOR IS TO INSTALL EXCESS TREES AS DIRECTED BY THE OWNER. 6. ALL PLANT MATERIAL IS TO BE INSTALLED AS PER DETAILS, SHEET L -13, AND - SPECIFICATIONS. 3 U) cv , � y f�.l - i cJ v C/) \1 7. MAINTAIN DRAINAGE CHANNELS BETWEEN ALL CURB DROPS AND "208" AREAS. SAID CHANNELS AND 0 208" AREAS SHALL REMAIN SHAPED AS E� 8. PER EWALK SH ALL BE SPOKANE WILER°i VAULT PRODUCT JUL 1992 NO. 1840 OR APPROVED EQUAL. 30 0 o 60 i i I 1 1 O - O I V 0 ► 0� I O 0. tx C) I I — — — — -- �— � I Z U = I _I 0 J Z I I 0 U) I ` Z W I i i ■ 2 (C ) �:. >� F/ie�ittr-;S .~ �r - 4"G- - - - -- - - -- (NOT COUNTY DATUM)-- - - - -4' - -� -- co EN 0 rRIMVZ� aeZ> _j Z x x x �uc� ��swsr�,vG �'rc✓s s,� Q I I I I i VARIES 1 t * 22 A �O o r✓. 6 "MIN. ' 'MAX. TYPICAL DRAINAGE CHANNEL N.T.S. t t L + + t `r LAWN & � �'� r. �r�<�n <✓ t r��, x'f ' .fw U E 9/ 1 apem he_*ee+i curb acre pafhwa 208 AREA - - - LAWN ST 0 4 � ✓[.: sue/ g � y � f 4r % fsY ✓ �Sx% y ,�, LT $ if d x u I s7 n EDGE OF- EXIST. ASPHALT ALIGN BOTTOM EDGE WITH LOW POINT DRYWELL. � ��' INSTALL 275 L.F. 5 CONC. SIDEWALK, SULLIVAN RD. ti -< INSTALL 25 L: OF 8 " PVC PIPE TO TO FIRST ST. AS SHOWN. FILL ek COMPACT TO GRADE S1"BEHIND CUT ASPHALT. OF EXIST. CURB. 6 FENCE. DRYWELL. MIN. SLOPE= 2% _ tO T SLOPE� � CONFORM INSTALL SPOKANE COUNTY RELOCATE FENCE TO 98 `� �. STANDARD WHEEL CHAIR jo D, C . NORTH OF 1208 A — _—� ... -• • --s ... _ RAMP AT EXIST. CURS DROP. MAINTAIN DRAINAGE 98.5 8 TO CULVERT. OAA- 9 8` I.E. �.S't/�Giv.4,cl 7a FA OA T L5/ &G ,) X II? -z -� 208 POND 96.4 96.9 9 \ +� / O LAWN BOTTOM EL. 96.4 7-, N SEE DETAIL r Dw -MATCH EXIST. SIDEWALK \- INSTALL(3) SIDEWALK ,IN­ W EXISTING 5.5 SAWCUT ASPHALT 6 O.1 LAWN SIDEWALK 8 IE .96.4 LETS AT EXIST. LOWPOIRIT. BEHIND FENCE. Uj area, �� AT DRYWELL MOVE AS NECESSARY ARY y W REMOVE EXIST. GRATE REMOVE AND DIS- .S'E:� T.a� e i 9 G /.ur�.PsFs'end�cJ W . �trh acrd Paf�rwi� EUCLID AVENUE ® REMOVE EX i ST. FRAME FOR INSTALLATION; POSE OF ASPHALT. ,� �°,9 0 }r AND INSTALL SOLI RAfFIC AND GRATE FROM LOW SEE NOTE 8.' 11 ' A .S' f/ EET � RATED METAL LID.' POINT DRYWELL. � STA:5 +97 EL 98:80= • - , INSTALL SOLID FRAME STA. 6 -I.00 EL. 98 7$ I.E. � N 18 CULVERT AND COVER. STA.'6 + 00• STA.6 +03 EL. 98:79 Ace I Arn ci 9,91 + F" wu u, wvcrc RELOCATED NEW SIDEWALK ' CHAIN LINK EUCLID 10.5 20 FENCE AVE. BOTTOM OF SWALE N P�ODo \L 96.4 1'r- . =96.19 =� /� //-= / _ Z x¢ �Ea�D 4,P �� /_ I MIN. 4d 6 /�',�lj AS 1p� •l' .O O EX L DBYW.ELL HYDRO -SEED S . '208 POND DETAIL N.T.S. LAWN y F AU CtW7FR o F- )7/Jq PAT r, WAY X fi p1, J f T� ,n V " cp �� U? d 0 YIFf Yw "` /�fij y� 1� /.r/7Z= PLAU.IT I..ISiRA_T C MAINTAIN DRAINAGE. CHANNEL TO "208° SWALE C. TREES ARE TO BE PLANTED . 5 FROM ASPH LT PATHWAY, EXCEPT /1 AS NOTED. , 3. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATIONS OF UTILITIES PRIOR TO DIGGING. 4. PROVIDE MINIMUM OF]* SANDY LOAM TOPSOIL. OVER PLANTING AREAS PRIOR TO HYDROSEEDING - AND. PLANTING. REMOVE ALL ROCKS AND BRANCHES 2"O. 5. STREET TREES ARE TO BE PLANTED 40' O.E., EXCEPT WHERE NOTED. CONTRACTOR IS TO PLANT THE QUANTITY OF TREES INDICATED ON + + 4 + .L — + 20 A �, D C LAWN NOTES= 1. FLAG OR STAKE PROPOSED LOCATIONS OF A�L TREES PRIOR TO INSTALLATION. PLANT ONLY AFTER INSPECTION BY OWNER:: 3 Qry sy� CO OAf OA) L97710 -40�C16 sizes Z4Q A 4?e'.�tJSaiee5 ¢9 ,8 .8�aAR>-ea P6191e Pyevs 09u,� YAVq & .e19.DAbw ' / F¢ Z4 D ��c�.e ✓u.�J�P ✓iJ,v�P�,��s �•v�vs�s /�sr�Gc ' 3 � � , /Z r� e6w4 �Urr Tv ✓h► ��r J��lus 'f��rr�e�EV�is' S its F OG�D �OG (7 .Jv v im .,(J� /P G(S 0V1 1 () Cx1f0S/S %7Z:5 ie4 .L9 (� 044r 0 C194. 3 0 Lo. Ac,� >�orE- 'vrrc.c� � vri �v� ��os,9 004)6.vC4,c : Z a&6. 4. 'JWA9c7;9 4 wY G{/ /,�h' z� . i ..a► ` THE PLANS. IF LESS TREES ARE ACTUALLY 1 ,REOUIRED TO MAINTAIN 40' SPACING, CONTRACTOR IS TO INSTALL EXCESS TREES AS DIRECTED BY THE OWNER. 6. ALL PLANT MATERIAL IS TO BE INSTALLED AS PER DET, ILS, SHEET L -13 AND ` SPECIFICATIONS. 7. MAINTAIN DRAINAGE CHANNELS BETWEEN ALL CURB DROPS AND "208" AREAS. SAID CHANNELS AND 0 208" AREAS SMALL REMAIN SHAPED AS PER DETAIL 'JHIS , PAGE. 8. SIDEWALK INLET SHALL BE SPOKANE WILERT VAULT PRODUCT NO. 1840 OR APPROVED EQUAL. 30 0 30 60 F= VIS IONS SCALr_� AWA Ir Taylor Engineering, Inc. I" ° 30 ' 2 / — Civil I esigi, and Lain Manning / - - ---- Spokane Industrial Park, r-LAN 111 UMBf.- Ii EXPANSION LANDSCAPE DY. _ DATE APP.' EUC A E C _ DAT c_: APP.: STA. ' 0+00 TO STA. 16 +88.29. 00 -093. RELOCATE ALL FENCES TO 8' NORTH OF CURB- EXTEND EXIST 1811 C.mp 10 MATCH TO EXIST ASPHALT SIDES REGION NO. STATE FED. AID PROJECT NO. SHEET NO. STA.0+00 EUCLID AVE. (E)= REMOVE a RELOCATE TRAFFIC EXIST. IE2006.73.NEW I E2006-83 STA 8+00 10 WASH OF %'_')'TA.I7+O5-4O SULLIVAN11 RD. TYPE "A" DRYWELL W/ TYPE "B" DRYWEL TY-Pt"7115 "DRYWEL,' SAWCUT a REMOVE —RELOCATE SIGNAL POLES TO COUNTY SOLID GRADE DITCH TO FLOW TO PIPE TYPE "Y' DRYWELL SEE DWG. 3 TYPE I GRATE TYPE I GRATE EXIST ASPHALT a STREET LIGHT STA.9+ STANDARD. COORDINATE WITH STA.5+70 z "0 SPOKANE COUNTY TRAFFIC STA. 4+00 TOP OF GRAT 2 4 BASE. REPLACE TO TO BACK OF STA-IO+?8 CALL BEFORE YOU DIG TOP OF GRATE"' IEL.�20' #',7 ": \ NEW SPECIFICATIONS. CURB. STA-10+35 C) 1-456-8000 w DEPT EL. 2010.70 E L. 2009.8 5 1 8 r. zvvr 02 BOTTOM OF -- 7 INLET �1_20?P•50 SEE NOTE 2 zoos 3 BOT OM 0 SWALE �z SWALE EL. 2007 32 R R=40' EXIST TRAFFIC LOOPS. - SEE NOTE 2 1EL GRATE STA _OO 4 8 32PR= 3 *0 Il W o 0 EL.2009-00 (n R 286' / A NOTE 37 lit qrm�;h- 4 - -4- ......... m '41 N CE19) SIDEWA LK 7 SPO�ANE ®USTR�AL PARK - PVC PIPF SLOPE* IE 2007 70 .0.02 �INLETS AT EXfS � EXIST GATE & FENCE 8 1 E 9'��_� OT n'll A-A Ont I A r% m iri in 5 W111 as; ­�. I I LINE / 2° A Z 2013.01 2015. C O ASPHALT BOTH SIDES L = 680.00 3 R=955.00' a /-z O.Q/ 2 0 6 - a q .. . C, 3 QV r4v N N CURBS INSTALLED AT GRADES LESS THAN 0.8% SHALL REQUIRE WRITTEN CERTIFICATION BY. AN INDEPENDANT SURVEYOR AS TO THE ACCURACY OF THE CURB FORM PRIOR TO CON POUR FORMS SHALL BE CHECKED AT 25' STATIONS. CERTIFICATION SHALL BE SUBMITTED TO THE SPOKANE COUNTe ENGINEER r z l 10 11 12 13 7 =T ­1______+_____-___1 ____ 1 In r. P- 11Z.-I 0 LE I I I I No. Date I By I C L_ - L-1 Date OWNER'S APPmOVAL wr Taylor Eugmee.` Inc. J to, . .... . N. A,90 7:J !gL,. and Lu . --------------- . . .... . ...... . CiA Des SIGNATURE DATE 1 D Date 0 , rji D rawn 1jy: OFFICE OF E SCALE De si n d By I ' SPOKANE COUNTY ENGINEER Approved: 1 = 50' N. 811 Jefferson St. ENGINEER ran' I HORIZONTAL Spokane Wa. 99260 COUNTY Chocked BY: VERTICAL = 10 1 0 , Date: VERTICAL 456-3600 6S NO, 88-22 EUCLID AVE. STA. 0+00 TO STA.15+00 .1m 15 um lopej 2015 � r 138 U 3 ,4 � O o f rvB; 34'w goo G A Af A 6s7.a R IV - 45 ® 7 76� I I a, :585 =29vY 473 0 0 0 f t o, o N I %j I 0 0 V) 130 M O %o Q h z V Q N tl� � �N 12-io ti 2 Jrz 1(.3 � \ \ -AV a 2 V 1R A N I�IWI ti O Im M I -t V to 5202.86 to ml °o 1 a. - lyl�l 4 ICI At a3_ 58 W V es2 0 _ - o 633.(9 O Q � 24 "' ° O 628'�- O 0i5`�!o'z9o9� (4� B UN C HE D W ITH PzN of Sec. 1 i 8/3.07 Y' T • N I 0) I _ pROPERTY" OF S POKANE COU 25 4-4- ASSESS a 4 I G �areR co RR Ry ..' ri. *:5. :, ." / .}., :. "i'r ., d• ,. k } s iy i f k f T� 4 " ..4.3 "fa -'--1 - _ . _ • � .� /- ,, ^•� i � fi.- ( 9 ,�, f 4 f R SEA. 7 Scoffe I 400' 01 105 +88 T. - - - - t2 7 c 9 uJ tt - -- - - - -- - -- , -- - - -- - - _ f- _L is l7 , .i Q. S -. - • r r� -- -" � - ' � ,� � D - CO o _. 14 � o kc d _ g i I I d Govt, o• •.; I 131 -' � � Z LL Lol o 134 +o0 ! d� ri <AJFP,f'OX 3/• 4 /I) 3S.:9• DL N IV ..,+' ISO So _i • - +c N > 9 y p , ` , •p S . _.,.. 1 v' � T "I+ r`9 - A '/q C'nr, O° 10' Rt. - -- — ._. - - - - -- — -- -- - - - - -- -- - — -- " sa • 74+00 So so' 1 2 !�> Loft rr 13 O 74 0 Gr /VA VIE- N r G o V'f I /`'�� 31 i" 3 pp 90' G o 114. ate' 8 .32 /� 4 A.1'. do .Cor 5?�tU2 - er 6 A / 0 !� 0" - 13 - - ) ; i� i - 1 _. ,� _. .; ,,; "� `�' �! M� `' �`'i {,, � � 4 r,� � �` �' '`��t �; � �: i � �' " t r �.� s �. �.:^ � � Y � �! �' `� �.:. -�{ s } �: yet .� IZ 3G C 0 S E C. 1 E ENG PER SPOKANE COUN 7 T 2,5, IN. R 4 4 BY ( I" 70C)' P-47 -q ZG 131 0 {( , ,• � � /� EN r. �. /�>;" bear• g) - _ -- � -- - HE 6 g o t , 4z 7�i No. . --- F I r a �•�� (� T� I I r:. +- - -- •'` /• 0 2 Nj :z 1 . "o J H , so �1- ONG EL - :. T *.- K); 7- I I H °23 60 ' z L! 60. 0 Z r x - 41 ,-1 C7 o 4 3 2' .5 -5rpok r nel 7 4A. .5fa Q BI I R I 'Llv "l 0. 23 Sta: `+1 r0 ?-� f�Q ^�x � �,�. �, ^�. � NOT 2 n �¢ — 101 LIC No-Z 'p Lo+9 81-3 1 C, f - r,-,T F- 15.03. '30.07�. ED PLATT ECD VjC)AR`Y' q7 - 7 R F- IJ R 0A N. 65' K) C Cl'� C-- 7 F . F 4 . 35 IM 8LIRLINGTON NORTH EHN H. R. 0 2 ------ Conn. p-j ? )gi A.�'-35 L �,a 13n'i An' L 0 1 0 L 5to-34*00-__ m vx Sbl S C. C3 0 19 i I DATE (-c 2 80.0 0 IV IVEtV TD '- I Q 1 �0 it I ? 7 a0 i u 11 -0 ON IL N1 0i N to J N n M 1 %9 11 11 M 11 �� U� 11 11 �! x tt m M d. tt t4 d ti M tn `r t, IL IL ' v VP it N t) IN N 11 1 . I1 11 ��.. �• � J M N x M x N x -- �U x N X x X, r M X N _ r� It k 1� 1 � o ,� x to �o -A vi r x x N n " ti ao o` X �� X �; a- t ` t4) �' �ti 1 � I N �\n I� N l` 0 �J ~ T 11 11 1 aC o J '. `! :1 11 t1 J j1 �1�• i 1 11 6o Il <t SC J V1 i r\ m � n\ Imo' N � 11 d'• �• vi tl tt t t� j Ii o� 1 J Ii 0 � 1 �1 J J 11 w v / tgor4, 9 I $�r% 3,�' � SG 75 . 5.z5 �h ,J Ii m .... g / 8 1 1R 88 ea N � B � j s 8 N 5 p a 8 � Is p 8 8 pp^ N N t. t7 S N N N N� N N I[ v O O p O N f7 Q N I" $ O S N W V 00 0 W tD m tD 00 O O O ° N O �_ N 1 O O g �p p p� �y S v t7r Wv+ L N v § a _" Ot7 J CO o � 91 _- w Cm = w� _ y LA N °° .IJJ a r 1:10 W 1 O v w. mC� Sw J N a m o a 852007.7 �- 7 009. O1Q7d85 CO 842003.8 2004 200 005 74 BS2007.. 842008 8x2009. �� 6 1 852004) 76 � 2005.5 842006. 009.5 x2009.8084 x x 85x2005.59 84x2004.91 10MM:06 x2003 33 44BS 8x2003.3 85 2003 51 852 . 005.96 1383 2185 00385PW PW2004. 2 006.3 PW2007.6 010. 011.41 FPwzuucw PW2006 007 3 � 9 003.9" 11 005. 5Px 008 42Px Px2010.13 10.2:SPM PW2009. V � PM 20047 006.35PM 2007.7 007.48PW 006.34 004.03px _ � �• �S S N N �$ pN $ �8. �� �8 og �o S �� �� �� �., � � �S �_� =AO/ Y' :� : P w "UFO O j m ' p J N' O N mI g ,�` W O \ N' N O !� CS 3 OC f0 N 0 N w g o y. ' " ��' " z° Z V OL, =61, z e.t= �� °` v $� �� ex �� p_7 P= 69,b `15(0.8 J P= 79.6' 1P= 21(0,2 ct= 7`1 cF, �/ot.•► -77, z �F von, = 77. b �� n~n _ ¢ F I V IXIX - -z�.4 tlot,.. S3 yo`� 59 6 ,�, 30. z YO L. = 8 Z. z_ MR. -Z 84.9 vnf,� = tt P = 7g 6 , z , a - 75 P 45 , �v ,4 P =7 a . . 1,5 jtp6stople vm.= v2 (5 1,5= .38 a %' Zak Wi. i�kovlp� x lro�l. S + 377.9 = Zo39,¢ GI: . ° 28.5 1/ot. 3t, p x 299 2�7 K- G O N J K o � W N m p N Zo8 v�otu,vr►� pR.o�t t�D3.3 t489 ,5 = X092.8 C� �. • v w -- ir (,w w II , I� 1 �8 II PXQ p •e,!�Er - sm -to.oS 7 4v.17to&+ = 7�. o P #Y64bJR�r 7a SW") z (77 -5 sr' _ ��s.� '= Ilk G 44 19 D 3 F X6 3 � � U OK d• ��� N 208 VOL, 43(A7/ + '38 40) x' z ; % (P 63 G; F L Zo9Z,8 PRO V1b" •• N B II II 6 ��. A. ( XV II a � � is O 7� Z45�� s� x (I K s � II 5� 0 wait � i fete t0 REMSIONS i i T aylor Engineering, Inc. SCALE: Civil Design and Land Planning W. 108 Mission Ave. 1a = 50' _.. Spokane, Washington 99201 (509) 328 -5371 FAX (509) P28 -8224 88 ° am c c c N DWN: DATE: N J Q s o CK'D: DATE: J �� CAW ACCESS NAME. SIP -swAL vaZ r • - t 0 2� 20100 PW2009.97 _ BS2009.29 ) Z Cf 09 2009.47 2010. --- - a3 °osso Z, SGi� C 6 S Ns.44 t 3 0 2009 .86� 010.72Pw O 2 9.43 13 BS 009.43 BS 2011. x 2009.44 BS 2010. -iF2009.24 BS BS 2009.0 ._ - .-- •x2009.50Pw 832009.34 ! C , 09.91 2009.28 Pw PW2010.21 BS " 2009.03 • 2010 � , ,p ?00 9.48 \ * \ 2009 00 8.06. 11.52 010.56 .50 � 0.72 �010.q)' 2 2010 Vim= Zlo� -6 5�x o,4 r /- S755r� 1 G 1Z • o 4 -S 0.00 G �"�'•lG / r + t /0 6 - � 75 k � °l'S 2 • � UbL - 7_oGS sF � S • VoL = - �5z -�S � Q 39 7.74 � 852015.5 017.40Pw 852015.5 Pw2017. �jeOU 7 t7� t Z��_ 43 '�--/ PW2016.28 � j ��-^• C rr y _ - 2018 1 \ 2016..% 2016.99 rt�-C o ,S - ��(• G � O Qo(✓� , + Z� p. 3 S • -76 CPS �1 ��� �2016.42CD \ 0� ••� O� (!OZ- � y�ac..^� "� C6�4 � � 00 �}2o0DED ¢ �7 R G 015 .16 8S 015.3785 111 I�C /� �. • �i Z C"r O 018 02P 2D 2015.84Pw 16.12 x 0.00 - PT513 16.26 \ $S+e 201715 \ ?0 /4. 2016.0885 O. t -S 77 S Lod �`�7'` tZ 852014.69 iK$�"7t'ST'P� � se 2o,5szes �$ y= �j Z r^ 822014.89 2� 15.56 �'2018.54TC ,y 4 b l,S� Pw2015.3 \�Nm 2015 �(` w 1�11t.� � 1 c{- 8� S� GF G•-� 8 7 3 9 � • � C7 � � -J �j,�. � / (7 � • � � 15.85 \ r �� . 16.51 `- v 2014.9185 q 015 05BS V X 7 (9 4r_ ol '331- Pt7 • l6 . S - ( r{- � rf No a -- � � - = ' ��4 t S�" r`�w t�C� � � ��s , Z o 9 a - - REVISIONS _ i i Taylor Engineering, Inc. S CALE: ' Civil Design and land Planning W. 108 Mission Ave. 1 " =50' Spokane, Washington 99201 (509) 328 -3371 FAX (509) 328 - 8394 wx •1[• J10 fun i e: 0 ey Ckd. Ap ANt GVL ;T. TRAF >EE"NO' onvc o v.v. w,..v.. - V GVII.VJ LVII.YV ' _ 8 BACK OF CURB —� 2011.0 2012.15 _ 5 820.00' 2011.66 41IG— �� I N _ -- - _ i- 4!'G 0, � —� x -- =30 I I� R — DR VEWAY o� =1 1. _ �,.. EXISTING PARKING 2007 — --- D �l I °' � EXTEND EXIST. - I 3 R o o �• I CMP 2•2� oo 8 5 I I a F BLDG. I o o EXIST. I E 2005.49 I 24 �° .� �. o m+ NEW I E.2005.44 1 o 0 0 IN�TALL CONC. SIDEWALK AS PER � � _ � tO. � MAIN TAI N EXIST ' 20 2d' m +° 'A.Ot3? TO STA. i +00 SPOKANE COUNTY STANDARDS c� 'r' �' U d DRAINAGE TO SOUTH 1 ° ; j 2 WCUT,REMOVE 81 REPLACE EXISTASPHALT & BASE" RELOCAT Cn NEW SECTION. E CHAIN LINK FENCES J � N .:i U � co TYPE "A" DRYWE LEGEND �� �� TO EASEMENT LINE ITTOM OF SWALE 3.00 TRACT 'W EL .2009.00 � TYPE W DRYWELL- Q STA.10 +10 NEW ELEVATION . STA 6 +20 INLET EL 2009 �12.IS MAX. 2:1 SIDESLOPE INSTALL STORM WATER WIDTH= s5 INLET EL. 2009.5 � W B OF EXISTING ELEVATION FROM TOP OF CURB PIPING AS PER SPOKANE N W _ o- -- EXISTING CONTOURS TO EXIST GRADE TYPE B DRYWELL ,J W I DTH = 8 .5 STA. 0 +91.5 TO EXIST COUNTY STANDARDS. STA. 5 +53 Q 208 SWALES DRIVEWAY INLET EL. 2009.5 STA. EUCLID AVE.= . �. CURVE DATA NEW CURBS i— MATCH TO EXIST. A= 40 0 47'49" EXISTING EDGE OF ASPHALT FIRST ST.. �, ASPHALT. BOTH SIDES L =680.00 NEW DRYWELLS CONST. NOTES (REVISE) _ R= 955:00' C. TOP OF CURB ELEVATIONS Q REMOVE EXIST. GRATE AND INSTALL SOLID TRAFFIC Z RELOCATE RATED METAL LID. — I ' j ' NEW SIDEWALK CHAIN LINT 112.00 FENCE — STORM WATER OV Ep ® INSTALL (3) SIDEWALK INLETS AT EXIST. LOWPOINT. 3 SOLID BE SPOKANE COUNTY STANDARD. PP QAp SAWCUT CURB 8i REMOVE AS NECESSARY FOR INSTALLATION. o EUCLID COVER 10 5 20 SPO NE COUN E SIDEWALK INLET SHALL BE SPOKANE WILBERT VAULT o A VE . BOTTOM SWALE - :PRODUCT NO. 1840 OR .APPROVED EQUAL. M 3 TO BE CENTERED 0.96 OFF FACE OF CURB. STA 5+ 97 EL. 2009.72 COORDINATE TRAFFIC LOOP STA +03 EL. 0 .70 z • °o' O� ✓f , o � a • a o I.E =96.4 I.E. =96.9 ' �" 6" I WITH TRAFFIC SIGNAL CONTRACTOR. °d'o Q REMOVE EXIST. FRAME AND GRATE FRbM LOW. POINT bRYWELL• ,.,. \—HYDRO-SEI PERMIT REQUIRED 1 INSTALL SOLID FRAME AND COVER STA. 6 +00. EXIST DRYWELL (TYP. ) NOTIFY THE PERMIT ENGINEER 456.3600 SPOKANE INDUSTRIAL PARK '2-08' POND DETAIL 24 HRS. PRIOR TO CONSTRUCTION N.T. S. 2 ._ .. 4 - 5 6 8 9 10 I'D NGT T.E. _. C RR - � AT GRADES LESS 1 Jim" I = - -- _ «— - _ - - -- = -- __ -- -- - - - 11�RITTEN CERTII=1CAMON SY AN _If4DEP - THE ACCURACY -- OF THE .CURB FORM - -- .._ - -- --- .._..------ _ -__�. _ _ -- -- _ -- — FORMS SHALL .BE CH ECKE'D AT 25' __. - SHALL. BE+... SUSM _ D S t - - - -- - ..__ _ EE L , _ ...— - - -- -. _._ - -- - — - - - -_ .._ ..... - ---- ......._ __.. -- _ - - - ----- -- - - - -- -. -.. .- ..._.__ IRA ft _.._.._..... - - -- - - * - -- A -- -- _ J- �- _ - - -- _ h^• �G F -- - -- - — - _ _ _ -- -- - ry R _- - - - - - - - �a�iii 1��r•� . O �n � -Iry� . 7 �t •���•i 1i�w - f�ttl►`i i.Z�l���tii [ 1.1:1• . wQKAivE c av N7 - r N. 811 Jefferson Qnwknn_ Wn ne . ���ttr.��w�� -■raw � n�oe���wrarzn ��c u w����we■r�� � ■■���Jl� w��■■wsww�rASa wa ■� R*i!� GJt � Approved. COUNTY ENGINEER Date: •r AIM _ • moo IN!► REGION NO. STATE FED. AID OR ECT N0. SHEET N 10 MASH or - 4LL BEFORE YOU DIG 1- 456 --8000 INMISTRIAI - -- PAPK %V ! z.fln !� w�wt� *� w■w r_ :: i r 0 �i ■ r, REM...1It. a Ar�omw t ■eRSw i►•� O r.l•■sww �I l� •wOww L A4 Li...w�rd.lwwwl��w Ir r � wn■wwlr� r wewelw tl .>A i..�wt>71 � n w��■■Iw c • ww.ir�r,...L�� w l!. w �wr•1 �� r• w �wl►1 �ww !,i ', wwwww� a r.�Iwwl► -) 1rT zd r•I � ] �►�wt•1 !�` s3 � � ww �a ►_ ^�w��J L.� ��.awa�w�r.• ■wwI■� w ��lc��wn�a�swle• I w pm e w■!w1 wll :�o � wwwwf>� r►rtwwww�.:� wII � l - 4 - 1 `"* �_ 33P NO. 88 -22 EU CLI D AVE. • 00 TO STA_ 15 +.n ulc ri11m Y OU - - 800 REGION N0. STATE FED. AID PROJECT N0. SHEET N0. CALL BEFORE Y DIG 1 456 0 IO WASH o 140TE: CURBS INSTALLED AT GRADES LESS THAN SHALL REQUIRE O P" WRITTEN CERTIFICATION BY' AN INDEPENDANT SURVEYOR AS TO `'� S POKANE IN P THE ACCURACY OF THE CURB FORM PRIOR TO CONCRETE POUR I '� CURVE DATA % 4 FORMS SHALL BE CHECKED AT 25' STATIONS. CERTIFICATION V� oQ .ta � � ,o SHALL BE :SUBMITTED TO THE SPOKANE COUNTY ENGINEER A = 45 58'03" R = 955.00' 1 � v� O'� STA.20 +11.59 EUCLID= 2018 I �/ • L 766 .18' LEGEND ti� STA. 10 +71.32 SECOND ST A. . TYPE „' D W .. 20 3 0 SEE DWG.6 STA. 20 +56 Y r-� ELEV w � NEW a TYPE 'A" D.W. x INLET EL. 2015.30 Q 2012-19 EXISTING ELEVATION H STA. 19 +00 _ INLET EL. 2015.50 e' Q�0 a- W a6 ---- --2010 EXISTING CONTOURS N o J W � 208 SWALES Q TYPE "B" D.W. Q cn = 1. � 201762 �- ` STA.21 +45 J NEW CURBS a BOTTOM OF SWALE 8 cJ�Q � � a � EXIST1f�!G F1 OF' ASPHALT N EL. 2014.80 c� INLET EL.2015.30 3 p WIDTH= 8 (n 0 U) NEW DRYWELLS Z Q :D O .T. C. 0 F- \ �p� �O Q 1 6 p = _ 201? TOP OF CURB ELEVA`f°ION � (j) Z V OD �.�Q' C GJ Q A � 2016.93 i . 2016.85 .. . 0 �_ a �'� � C2016. / \ (D Ii W Z p W BOTTOM OF N 60' i N �- to J O Z rn CURVE DATA Z SWALE tole R! 3o IL N ♦I) Q Q L= 4.5' vj 0' 3C 20' �' u Z = C7 N 0 EL.201b.00 O ° n , TC 2016.41 Q. Z 4. 3 3 CD R = 6 42 08 J 0 WIDTH 6. x C TC2016,26 2016.38 \ °' - cn 0 �- = to 0 (0 R = 955.00 + �, _ ( ( I 2018 4 Z V -'; 4 �� L= 111.71' U Q Q 20 UTILITY EASEMENT Q OQ ?0� �� Tc2o17s5_ STA.24 +19.90 EUCLID D Q` TC X017.91 I 2 7 / W U1 ' UrYR)� Q �' 2016.9 4 ST .0 +00 THIRD ST. -� ols J�� ` p 3 p• TC 201641. \ T 201720 "�0� a EE DWG- 6 2 / Gv �Q'� �' . / 8 -2017 - .iZO / �� � 2017.14 TC 2017.58 .__._ - y. \ 1 2018.00 2 0 V - 2017 -- 2017.59 T it ®i 2 Z Q m mmmmmw well &:AW Wi, .WT.l 1 iidF `n L- -� - - I0 ��d.11 � ��Si- ����rl�- ��■Il �■�� AL i • • c m, '• G� - iJC7��� �a %�.t � 1 � _ �_�_�_�_ ® ■■����/� � . ■L'_!li ®■ " i Iry , �������� � � l a��� � `JA •s ���� a ® 1���� OWNER'S APPROVAL r Taylor ]W+ inc. SIGNATUR�E DA s, t� Drawn y: Date �$ Designed By: B� Checked B y: � 9 SCAL I 'I e 50 HORIZONTAL , - I VERTICAL I - 1 o OFFICE OF SPOKANE CrOUNT Y ENGINEER N. 811 Jefferson St. Spokane Wa. 99260 456 -3600 Approved:' COUNTY ENGINEER Date: , n >�•. ,' , �, �" °, `'• °' • =,a,.,.•► #��16YI 216��1 BS P NO. 88 -22 EUCLID AVE. STA. 15 +00 TO STA. 29 +00 S HEET 5 T O/. 2/96 REVISED AS SHOWN ABOVE No. Date By Ckd. Appr. Revision t� REGION NO. STATE FED. AID PROJECT NO. SHEET NO. 10 WASH OF LEGEND 20 3 0 I . NEW ELEVATION! „ 2012.19 EXISI TYPE ., B- DRYWELL li! T�N ELEVATI ®N TYPE ��B�� DRYWELL STA: 14 +75 2010 -- EXISTING CONTOURS ® TYPE B DRYWELL STA.12 +50 INLET EL 2009.62 Q 208 SWALES W STA-10+25 `INLET EL 2006.92 NEW CURBS INSTALL 8" CONNECTION I N LET EL 2004.29 Z O PIPE AT 1% GRADE FROM J E,�CIST°1NIG EDIGE OF ASPHALT' J O INLET TO EXIST. DRYWELL V NEW DRY1r'ELLS -F STA. 9.1-45.40 SULLIVAN RD.= STA. 17 +05.40 SULLIVAN RD.= T C. � U OD STA. 0 +00.00 SOUTH COURT PK. W STA. 0 +00 EUCLID AVE. (E 20i2.Oo TOP OF C.UJ B :ELEVATION SEE DWG.4 INSTALL SOLID FRAME 8 0 EXIST CATCH Q �� \ II . DRYWELL © � COVER ON EXIST. I � / DRYWELLS ? -200 / TRAFFIC LOOPS. SEE NOTE 3, DWG. 4 C.D. CLNTERLI.NE CURB DROP 20 00 ) 7 - _ ___ -� _..--20.09 ---� - -2002 2 3 2004 0 �- _ _ _____- .--� 2008 _ ___ --- -.- L -2010 _ B.O.S. BOTTOM OF SWALE -_--- �. -2005 _ r _ MATCH TO EXIST. CURB - - - 8 "H.P.G. - - - - - - - - - ip�- ABANDON EXIST. CB /DW, SEE NOTE 5. I -- ' ( 2 SECTION SULLIVAN SECTION LINE _ - - - - i - I2 I C LINE ROAD 5. CURB DROPS (TYP) .n ti 5 CURB DROPS (TYP) SEE CHART BELOW REMOVE EXIST. CURB I - _ - _ _ _ _ _ _ _ - 8" H.P.G. �M SEE CHART BELOW (TYP) INSTALL TYPE 2INLET AT LOW POINT TYPE A DRYWELL �, �, 6 CD.STA.8 +80 _ -\ _ _ _ _ - _ -_ _ - - _ _ _ _ _ _ _ - -_� STA.8 +50 - - - - - _ - _ - - _ - _ - _ - _ _ _ - - _ _ _ - - _ _ _ _ _ _ - TO CENTER OF NEW RADIUS GRATE r" - - �_ T g T - TC 2010.47 TC. 2011.43 72.200460 TG2004.12 ( - � Tc.20 510 TC.200 TC.20 r "722009 1 \ ELEV..67 BELOW TO OF CURB. E L. 2003.32 _ \\ ' % PHONE SEE NOTE 4 NOTES: - \ 0 4 G O s -:42 �2 Q INSTALL 8" CONNECTION PIPE AT I% GRADE L) CONTRACTOR SHALL RESTORE ALL LANDSCAPING TO cv 81° R =40' - . , od` _ 185 FROM INLET TO EXIST. DRYWELL 1 5 6 5 T 08 1 ' �I I� PRECONSTRUCTION CONDITION. THIS INCLUDES ADDING "g -2" " EXISTING SPRINKLER SYSTEM TO A TC 2o04.4I B TO OR ADJUST _ I PROPER OPERATION &COVERAGE. TOTAL -466. _ REMOVE &RELOCATE TRAFFIC f i 0 I I I m O N ° 0) 0) N 0 O O 2.) THIS NOTE NOT USED J � ' TC 2004. ti rn L a , w r� d o p N a , �, �' + I rri d m w o tr ti it r• to rn rn of w N o ,) I SIGNAL POLES TO COUNTY O Q_ M w' O. O m ul ro O m - d FIELD o) ' o w c.0 ° m Co O m N O °o ao + o �'' �`' ° m �_° ° O m ° ° m : o + + o m rn ° o m r i ° o °-o °D - o ' STANDARD COORDINATE WITH 3.) CONTRACTOR SHALL HAVE GAS LINES ® Q I I I+ �, m ct N + No N w ± N + N N 0o °0 N + N +- 0 c\j + N + � cv + N + N + N + N + � � � SPOKANE COUNTY TRAFFIC DEPT. VERIFIED BEFORE EXCAVATING. BOTTOM OF F- -' + w w o -1 w - J J - J - - -i w + -1 w -� w -1 w M -� - J w � w m -� c� -� co w m w (� w w ow w -� - w a a- _ a w N w -i n w w M w w w Q Q w w d w w- w '� -. w a a t a rl .I I RELOCATE POWER POLE. 4.) DRYWELL GRATES TO BE CENTERED 0.96 OFF FACE OF CURB W - SWALE I a d a a ui a a �' �- �' a �- `i vi a a cri a a vi a a v; a a vi. 1- �- 0 a a uj. a a v? a a u; W ~ 5.) ALL REMOVED CB /DWs & GRATES TO BE 0 3 1- o 1- o ° ° 1- 0 3: 1-- o.' cn cn o: (n 1-- o. F-- o.. - o cn 1- o. 3: 1-- o cn w o c F" o' a r COORDINATE WITH UTILITY EL. 2002.82 m cncnrm �,� m �� m m cn m cncn m �� m �N m �� m m �� m �� m �� m �m SALVAGED & RETURNED TO COUNTY YARD. 48 W 5' CURB DROP CENTER LINE 5' CURB DROP ( ' INSTALL SOLID FRAME AND LIMITS OF NEW ASPHALT TYPE 2 INLET / CENTER LINE SAW CUT ALL ASPHALT TO BE /I COVER ON EXISTING DRYWELL 20' 60' 20 TYPE 2 GRATE STATIONING REMOVED. REMOVE DRIVE I.O' BACK STATIONING AT LOW POINT STA. STA. STA OF CURB. REBUILD TO FIT NEW STA. STA. STA. 70' NOTE CURBS INSTALLED AT GRADES LESS THAN 0 .8% SHALL REQUIRE TOP OF GRATE ® 10 11 +25 12 +90 CURB WITH 4 "TOP COURSE AND 14 +10 15 +00 16 +25 WRITTEN CERTIFICATION BY AN INDEPENDANT SURVEYOR AS TO W w EL. 2003.44 10 +40 1 I +63 13 +20 3 A.C.P.. 14 +60 15 +43 20' 74' THE ACCURACY OF THE CURB FORM PRIOR TO CONCRETE POUR. � SEE NOTE 4 10 +55 12 +35 13 +55 14+gp 15 +85 FORMS SHALL BE CHECKED AT 25 STATIONS. CERTIFICATION 10 +87 12 +75 13 +87 , CALL BEF'*RE YOU DIG SHALL BE SUBMITTED TO THE SPOKANE COUNTY ENGINEER < Z) u r\ A N HNUUSTRIAL FAHM -456-8000 9 U " 10 I I 13 14 15 16 l i' b: C� 2 BSP N0. 88 -22 saEEr SULLIVAN ROAD 3 STA. 8100 TO STA. 17+05.40 7