Loading...
PE-1423-82SIdn- Permit Fee N Project Name ! t t Ge %n+. -n - a-&T2 a Address Sponsor's C,(x „/ , A ""l. Sponsor's Name Engineer/Surveyor's/Architect's- Name . 5irn hSe -,- Telephone 4 / 24 -' .72 2 Planning Contact Person Date Submitted 2 1l„ -° z t� -°) Descript 3 -/b - gi0 1,4n A Ud ci 0 1/,,tat -i/tA:4i4-42/ Ct ✓I.� ice.-- �'�..G . - 90 ` 64-K f Am.-J t , e, , 2-17 - 9 a F ! ^ i 7' 7 - 9 d 150-s4 LA.o )2 , , �.< ze 0 enj -I / -sc) 1.2 -zo qd (el, L dfrn„,-,ze Zfre— y 1l -9 0 = - 9-et •'e %"eb ,gco! Parcel No. Phone 7! Initials dt>i , A[l1Mfiele o a 1-ors _ e, r n ii ' Fret LA, C/fect %�� /�i".'o ri /e 4iea -..F �' A/,ng '44 44.. / X � . O � Lea SA Oi. • : - . S.G.Itti ,v6 s © k P%-.4r L / d l -. OFFu u . Seca/An, -- i . - - O 1 0 Ki ene u eke, S r.E.tr/P_q.re "e, a-O NA"' F=S ��G k_ 0 lc o W ,'. ,4 orffs b r--- ,40J4 ,c ena j F O Z07 ' /$i ,+c.e /Y UM' es ©C. /I /w mN Pea /cis Pfar,4ncU /U /n - 5; / FoorSr d 3 Al #3 i ..., 62o e evows •e, 4_ rc„f - /�// X A! jAi L or ,4ec ss 0 4-- RrA ir r' ate A d K CLosvee 49%. �'1 �✓ ne F -Ste Ft, oei 0 e___ l Fo.,7- -Tr' iPC 0 -.. - 1 O R / D - Cle P SrAr - F t » Mr /�.� /,4 Ye- . c F 3 Piro ,n r a n t% o_ )i< R/43 DED /Grey in N 0 C D.P L antA4a luaalAc.e G``e-e� Cie, oo D I,A,vice F& riw e N/A /ic. P2t( ,ar - F /€ Do 5 t#// Pe I v a r-F tee net) kale max,. ,(Y* 0i\ .3u eR S P.1 4 6 0-1-- A OwAceRes GPs �J / p'l 7 (OA-. irL.'4.V _ So , vD lij GSA Q K____ R 6qv Mies (MEw) D. 20 Mr.? 1... 4' A 5. c,8 Ac- KN 0 w.-e D 6 e m EA,rs D� S «,veD By EN61N6@� /4 --.96 P Joe /.4_2 3 FCF_%VED BEFORE SPOKANE COUNTY DIVISION OF PLANNIN (RECEIVED MAY 21 2002 IN THE MATTER OF AN EXTENSION ) OF TIME REQUEST FOR PE- 1423 -82, ) FINDINGS OF T 1, E CAUMYENGINEEfi RIDGEMONT ESTATES #4, AN ) CONCLUSIONS AND APPROVED PRELIMINARY PLAT ) DECISION THIS MATTER, a request for an extension of time from Grace Harvest Fellowship has been received and decided upon, pursuant to Spokane County Subdivision regulations (Section 12.100.118) and RCW 58.17.140. 5 -22 -i9a FINDINGS OF FACT 1. The individual signing below has been properly delegated the responsibility for rendering this decision by the Director of the Spokane County Division of Planning. 2. The original development proposal was to subdivide approximately 125 acres into 284 lots for single family residences. Originally, Ridgemont Estates 4' Addition encompassed all of what is now Ridgemont Estates North. The County requested the plat be split into Ridgemont Estates 4` Addition and Ridgemont Estates North to avoid confusion over the multiple phases of the original 284 lot development. The original proposal also included a zone reclassification from Agricultural (A) to Single Family Residential (R -1) under the now expired Spokane County Zoning Ordinance. 3. The subject preliminary plat was approved by the Board of County Commissioners on July 27, 1982. 4. The proposal is generally located adjacent to 16` Avenue, Sullivan Road and 24' Avenue in Section 25, Township 25 N., Range 44 EWM, Spokane County, Washington. 5. The existing zoning of the property described in the application is Urban Residential -3.5 (UR -3.5), established on January 1, 1991, consistent with the Program to Implement the Spokane County Zoning Code, and remains in place as result of the adoption of the Phase I Development Regulations by the Board of County Commissioners on January 15, 2002, Resolution #2 -0037. 6. The Comprehensive Plan originally designated the area of this preliminary plat as Urban (U). The new Comprehensive Plan designation for the subject site is Low Density Residential (LDR) as a result of the adoption of the Phase I Development Regulations to Implement the Comprehensive Plan by the Board of County Commissioners on January 15, 2002, Resolution #2 -0037. 7. The subject property is located inside of the Urban Growth Area (UGA). 8. Spokane County has established specific criteria for considering the extension of time for the expiration of preliminary subdivisions, specifically for regular subdivisions, and department policy for short subdivisions. These criteria are found in Section 12.100.118 (Extensions of Time) of the Spokane County Subdivision Ordinance and have been used as a basis for this decision. *Extension of Time Findings File No. PE- 1423 -82 Page 2 Section 12.100.118 states that "The Director may administratively approve an extension 'provided there are no significant changed conditions which render filing of the plat or binding site plan contrary to the public health, safety or general welfare, and further provided one or more of the following circumstances is found to apply." 1) That some portion of the existing preliminary plat has been finalized since the last extension was granted and the remaining lots would form a unified development consistent with the original approval; RESPONSE: Seven (7) phases of the preliminary plat have been finalized to date and recorded with the County Auditor. The remaining lots will form a unified development consistent with the original approval. 2) That the preliminary subdivision, short subdivision, or binding site plan remains generally consistent with the original plat or binding site plan that was approved, and the sponsor has taken substantial steps towards finalizing the plat or binding site plan, which shall include one, but is not limited to, the following: a. surveying the lots within the development; b. arranging for public services to the site; c. obtaining necessary financing for all or a portion of the preliminary subdivision, short subdivision, or binding site plan; d. the completion of studies or other requirements which were part of preliminary subdivision, short subdivision, or binding site plan approval. RESPONSE: The preliminary subdivision remains consistent with the original plat that was approved. In addition, the applicant has finalized 105 of the originally approved lots, with 26 lots remaining. Those 105 lots have been surveyed and connected to public sewer. 3) That at the time the preliminary plat approval was granted, development of the proposal was conditioned upon the extension of public services which are not yet available. This provision shall not apply to public utility extension which the project sponsor would normally fund. RESPONSE: Not applicable. 4) That administrative delays have caused the inability of the applicant to finalize the plat within the five (5) year time period. RESPONSE: Not applicable. 9. This is the eleventh request for a time extension. The total life of the preliminary plat has been approximately twenty (20) years. 10. The proposal has been circulated to all affected agencies and departments for comment. Additional and /or revised conditions of approval have been recommended by the Spokane County Division of Engineering and Roads. These recommended conditions of approval are included below. 4 Extension of Time Findings File No. PE- 1423 -82 Page 3 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 conclusion is made: The proponent has demonstrated progress toward completing the preliminary plat as evidenced in the above Findings of Fact and there are no significant changed conditions which would render filing of the plat contrary to the public health, safety or general welfare. Therefore, a one (1) year extension of time is warranted. DECISION BASED UPON THE ABOVE Findings of Fact and Conclusions, an extension of time request for application PE- 1423 -82, Ridgemont Estates #4, is hereby APPROVED until June 1, 2003. CONDITIONS OF APPROVAL SPOKANE COUNTY DIVISION OF PLANNING 1. The preliminary plat is given conditional approval for one (1) year, specifically to June 1, 2003. The applicant may request an extension of time by submitting a written request no later than thirty (30) days prior to the above expiration date. 2. The proposal shall comply with the Urban Residential -3.5 (UR -3.5) zone, as amended. 3. The final plat shall be designed substantially in conformance with the preliminary plat of record. No increase of density or number of lots shall occur without a change of condition application submittal and approval. 4. A final plat name /number shall be indicated before the final plat is filed, such name /number to be approved by the Planning Director /designee. 5. Appropriate road name(s) shall be indicated. 6. The Planning Director /designee shall review any proposed final plat to ensure compliance with these Findings and Conditions of approval. 7. Appropriate utility easements shall be indicated on copies of the proposed final plat. Written approval of utility easements by appropriate utility companies shall be received with the submittal of the final plat. 8. The final plat map shall indicate by a clear, dashed line the required yard setbacks from all private, "Tract X" or public roads. The dedication shall contain the following statement: "Side yard and rear yard setbacks shall be determined at the time building permits are requested unless these setbacks are specifically drafted on this final plat" Extension of Time Findings File No. PE- 1423 -82 Page 4 9. Three (3) current certificates of title shall be furnished to the Planning Department prior to filing the final plat. 10. Prior to filing all or a portion of a final plat, the applicant's surveyor shall submit one or more maps outlined in red of the area being finalized. The scale shall match the appropriate assessor's map scale. 11. A survey is required prior to the filing of a final plat. 12. The final plat shall indicate yard setbacks are lengths on cul -de -sac lots which meet or exceed the minimum frontage of the underlying zone of the final plat. SPOKANE COUNTY DIVISION OF ENGINEERING AND ROADS 1. Conditional approval of the plat is given by the County Engineer, subject to dedication of right -of -way and approval of the road system as indicated in the preliminary plat of record. 2. 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. 3. 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. 4. 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. 5. Appropriate provision shall be made that the following- described property be held in trust until the continuation of the streets be dedicated or deeded: a one (1) -foot strip at the ends or edges of all streets that terminate or border the subdivision boundary. Temporary cul- de- sacs are required when streets terminate at the subdivision boundaries. 6. Individual driveway access permits are required prior to issuance of a building permit for driveway approaches to the county road system. 7. Dedication of 23 feet of additional right -of -way along Sullivan Road is required. 8. That the final plat boundary be depicted as the westerly section line of Section 25, Township 24 North, Range 44 EWM, and that the total right of way dedication from that line be shown as 43 feet. 9. A statement shall be placed in plat dedication that no direct access be allowed from residential lots to Sullivan Road 4 Extension of Time Findings File No. PE- 1423 -82 Page 5 10. Existing county roads providing direct access to the plat shall be paved and/or curbed -to Spokane County standards. 11. All public roads within the plat shall be designed and constructed to Spokane County standards. 12. Sidewalks are required along the arterials on Sullivan Road and 24 Avenue. 13. That Public Road Standard Typical Roadway Section be Section Number 2 for 16th Avenue with minimum paving width being the Access Standard, Section Number 2 for other public roads within the preliminary plat with minimum paving width being the Access Standard, and Section Number 2 for 24th Avenue with minimum paving width being the Collector Standard. 14. The proposed subdivision shall be improved to the standards set forth in Spokane County Board of Commissioners Resolution No.1 -0298, as amended, which resolution establishes regulations for roads, approaches, drainage and fees in new construction. 15. That Sullivan Road be improved to the Typical Roadway Cross Section designed by the Spokane County Engineer for the Sullivan Road Project CRP 1679. These improvements shall be made on the east half of Sullivan Road along the westerly plat boundary. 16. That the intersection of 20 Avenue as proposed shall be located so that it is compatible with the location of the entrances to the proposed Central Valley Educational Services complex. This shall be coordinated through the office of the County Engineer. 17. That the County Engineering Department shall review and approve, per the existing operation and maintenance agreement, any and all final Plat designs and Plat dedication to assure the continued operation and maintenance of drainage facilities affecting the proposed plat. 18. No direct access to 24th Avenue from Block 10 is allowed as shown on Revised Preliminary Plat of Record. 19. Access to 24th Avenue from Lot 7, Block 1, is prohibited. 20. That sidewalks are required along 16th Avenue adjacent to the plat. 21. That a 60 foot wide easement for ingress and egress to the retention pond shall be provided across Lot 45, Block 10. The location of this easement shall be approved by the County Engineer prior to filing of the plat. 22. "The applicant is advised that there may exist utilities either underground or overhead effecting the applicant's property, including property to be dedicated or set aside future acquisition. Spokane County will assume no financial obligation for adjustments or relocation regarding these utilities." "The applicant should contact the applicable utilities regarding responsibility for adjustment or relocation costs and to make arrangements for any necessary work." Extension of Time Findings File No. PE- 1423 -82 Page 6 23. A Professional Engineer, licensed in the State of Washington, shall submit final road and drainage plans, a drainage report and road and drainage calculations that conform to the April 3, 2001 edition of the Spokane County Standards for Road and Sewer Construction, and the current edition of the Spokane County Guidelines for Stormwater Management, and with all applicable state and federal laws. . Final road and drainage plans, related calculations and a drainage report shall receive the County Engineer's acceptance prior to release of a construction or building permit or approval of the final plat. Following plan acceptance by the Spokane County Engineer, drainage language will be drafted by Spokane County and provided to the Sponsor's Engineer or Surveyor for inclusion with the final plat document. may be performed. A homeowners association or acceptable County-will-review the plans -for acceptance. nance access roads shall have a minimum of six inches of gravel, or other type of all weather driveable surface acceptable to- the - County Engineer. The maintenance access road shall be designed to accommodate the turning I! feet in length, measured from the connecting public roadway or paved private ro then, then a tion and study conducted bye qualified Geoteshnical Engineer-prior-to-final submittal of road and drainage plans. The study shall evaluate -the ability of any proposed drywells to function according-to-the Spokane County Guidelines for Stormwater Management. • 1 Extension of Time Findings File No. PE- 1423 -82 Page 7 governmental authority. The stormwater management systems and roads for this plat shall be constructed and certified to be constructed in accordance with the accepted road and Spokane County regulations, prior to the recordin 28. Erosion Control: A Temporary Erosion and Sedimentation Control (TESC) plan is to be prepared by a WA State licensed Professional Engineer , and implemented throughout the duration of construction. The TESC plan is to be prepared using best management practices (BMP's) currently accepted within the Civil Engineering profession, _ not-been-gabilize4. The TESC plan is to include, as a minimum, a grading plan, location and details of silt control structures, and street cleaning program. Runoff from exposed areas must be filtered prior to discharging into a detention pond, 208 swale, or infiltration facility. The TESC plan is to be included in the road and drainage plans. The applicant's Engineer is to submit the TESC plan and supporting calculations to Spokane County for review, and shall receive acceptance as part of the plan review process prior to site disturbance. The TESC major structures (such as silt ponds, silt traps) are to be installed prior to other site work and the TESC measures are to be implemented and maintained throughout the duration of construction, including house construction. are bonded and not built. 31. Any new drainage system outside of the public right -of -way will neither be maintained nor operated by Spokane County forces. Prior to plan acceptance by the County Engineer, the Sponsor shall provide a mechanism, acceptable to the County Engineer, for the perpetual maintenance of the stormwater drainage system. This mechanism shall also provide for the funding of routine maintenance and the replacement of the various components of the drainage system at the end of the service life of the respective components, and any other improvements that may be legally required in the future. An Operations and Maintenance Manual for the stormwater management system shall be prepared by the Sponsor's Engineer, and included in the project documents submitted to the County Engineer for acceptance, along with a discussion of the design life of the various components, a calculated annual cost for repair and maintenance, and a calculated replacement cost. A Homeowners Association or other entity that is acceptable to the Spokane County must be proposed and accepted by the Spokane County Engineer for perpetual maintenance. Extension of Time Findings File No. PE- 1423 -82 Page 8 I!I road eaeement-in connection with the actions enumerated in Section 9.11440-vathaut-eut . . to plan acceptance. 31. This preliminary plat is located within the Aquifer Sensitive Area. Drainage plans and • viation must be submitted to Spokane County for any non provision for the perpetual maintenance of any drainage facilities '" -Add' ^ The --7 ane County Standards for Road and Sewer Construction-(Spokane granted, the 7 six months from the time of granting of the extension et. te Additi has no t Cled County Standards for Road a 37. The County Engineer has determined that this project permit is exempt under the Phase I Development Regulations — Section IV (B) (2b). Future time extensions will (1 Extension of Time Findings File No. PE- 1423 -82 Page 9 require review by the Spokane County Division of Engineering for concurrency with the Spokane County Comprehensive Plan. SPOKANE COUNTY DIVISION OF UTILITES 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 RCW 36.94, which petition includes the owner(s)' property; and further not to object by the signing of a protest petition against the formation of a ULID by resolution method pursuant to RCW Chapter 36.94 which includes the owner(s)' property. PROVIDED, this condition shall not prohibit the owner(s) or successor(s) from objecting to any assessment(s) on the property as a result of improvements called for in conjunction with the formation of a ULID by either petition or resolution method under RCW Chapter 36.94." 2. Any water service for this project shall be provided in accordance with the Coordinated Water System Plan for Spokane County, as amended. 3. Applicant shall make connection to the public sewer system. Sewer connection permit is required. Plans and specifications are to be reviewed and approved by the Division of Utilities. SPOKANE REGIONAL HEALTH DISTRICT 1. A combined surface water and sewage disposal detailed plan shall be approved by the Spokane County Engineer and Spokane County Health District prior to the issuance of any on -site sewage disposal permit or building permit for the project. 2. Water service shall be by an existing public water supply when approved by the Regional Engineer (Spokane), State Department of Health. 3. 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. 4. The dedicatory language on the plat shall state: "Use of private wells and water systems is prohibited." 5. Disposal of sewage effluent beneath paved surfaces is currently prohibited. Extension of Time Findings DATED THIS 22nd DAY OF MAY, 2002. Tammy Jo s Associate P ann File No. PE- 1423 -82 Page 10 Under state law and county ordinance, you have the right to appeal this decision to the Spokane County Hearing Examiner. Upon receipt of an appeal, a public hearing will be scheduled. To file such an appeal, you must submit a letter along with a processing fee, payable to the Spokane County Division of Planning, within ten (14) calendar days from the date this decision is signed. If you have any questions, please call the Spokane County Division of Planning at 477 -7200. c: Spokane County Division of Engineering and Roads Spokane County Division of Utilities Spokane Regional Health District Stanley R. Schultz, 422 W. Riverside, Suite 1100, Spokane, WA 99201 Steve Valkenaar, 15601 E. 24' Ave., Spokane, WA 99037 IN THE MATTER OF AN EXTENSION OF TIME REQUEST FOR PE- 1423- 82/ZE- 32 -82; RIDGEMONT ESTATES #4, AN APPROVED PRELIMINARY PLAT BEFORE SPOKANE COUNTY DIVISION OF PLANNING FINDINGS OF FACT FINDINGS OF FACT, CONCLUSIONS AND DECISION THIS MATTER, a request for an extension of time from Kenneth Tupper has been received and decided upon, pursuant to Spokane County Subdivision regulations (Section 12.100.118) and RCW 58.17.140. 1. The individual signing.below has been properly delegated the responsibility for rendering this decision by the Director of the Spokane County Division of Planning. 2. The original development proposal was to subdivide approximately 125 acres into 284 lots for single family residences. Originally, Ridgemont Estates 4'" Addition encompassed all of what is now Ridgemont Estates North. The County requested that the plat be split into Ridgemont Estates 4'h Addition and Ridgemont Estates North to avoid confusion over the multiple phases of the original 285 lot development. The original proposal also included a zone reclassification from Agricultural (A) to Single Family Residential (R -1) under the now expired Spokane County Zoning Ordinance. 3. The subject preliminary plat was approved by the Board of County Commissioners on July 27, 1982. 4. The proposal is generally located adjacent to 16 Avenue, Sullivan Road and 24 Avenue in Section 25, Township 25 N, Range 44 EWM, Spokane County, Washington. 5. The existing zoning of the property described in the application is Urban Residential -3.5 (UR -3.5), established on January 1, 1991, consistent with the Program to Implement the Spokane County Zoning Code. Pursuant to RCW 58.17.195 the proposal does conform to the requirements of the existing Urban Residential -3.5 (UR -3.5) zone. 6. The Comprehensive Plan designates this area of the preliminary plat as Urban (U) and the location is inside the Priority Sewer Service Area (PSSA). The Comprehensive Plan designation remains the same since the original preliminary plat approval. 7. The subject property is located inside of the Interim Urban Growth Area (IUGA) adopted by the Board of County Commissioners (BOCC) Resolution #97 -0321. 8. Spokane County has established specific criteria for considering the extension of time for the expiration of preliminary subdivisions, specifically for regular subdivisions, and department policy for short subdivisions. These criteria are found in Section 12.100.118 (Extensions of Time) of the Spokane County Subdivision Ordinance and have been used as a basis for this decision. Section 12.100.118 states that "The Director may administratively approve an extension provided there are no significant changed conditions which would render filing of the plat or binding site plan contrary to the public health, safety or general welfare, and further provided one or more of the following circumstances is found to apply." Extension of Time Findings L , File No. PE- 1423 -82 Page 4 12. A survey is required prior to the filing of the final plat. 13. Prior to approval of road and drainage plans, you are required to coordinate with the United State Postal Service to determine type and location of central mail delivery facilities which may include easements for developments of three or more homes. 14. The applicant shall contact the Division of Building and Code Enforcement at the earliest possible stage in order to be informed of code requirements administered /enforced as authorized by the State Building Code Act. Design /development concerns include: addressing; fire apparatus access road; fire hydrant/flow; approved water systems; building accessibility; construction type; occupancy classification; exiting; exterior wall protection; and energy code regulations. SPOKANE COUNTY DIVISION OF ENGINEERING AND ROADS (UPDATED) 1. Conditional approval of the plat is given by the County Engineer, subject to dedication of right -of -way and approval of the road system as indicated in the preliminary plat of record. Enginoor for approval prior to construction and /or the filing of ach final plat; road 4. Construction within the proposed public streets and easements shall be performed under the direct supervision of a licensed engineer /surveyor, who shall furnish the County Engineer with "as- built" plans and a certificate in writing that all improvements were installed to the lines and grades shown on the approved construction plans and that all disturbed monuments have been replaced. 5. No construction work is to be performed within the existing or proposed public right -of -way until a permit has been issued by the County Engineer. All work is subject to inspection and approval by the County Engineer. 6. AO construction within the existing or proposed public right -of -way is to be completed prior to filing each final plat, or a bond in the amount estimated by the County Engineer to cover the cost of construction of improvements, construction certification, "as- built" plans and monumenting the street centerlines shall be filed with the County Engineer. 7. Appropriate provision shall be made that the following- described property be held in trust until the continuation of the streets be dedicated or deeded: a one (1) -foot strip at the ends or edges of all streets that terminate or border the subdivision boundary. Temporary culde -sacs are required when streets terminate at the subdivision boundaries. Extension of Time Findings File No. PE- 1423 -82 Page 5 8. Individual driveway access permits are required prior to issuance of a building permit for driveway approaches to the county road system. 9. Dedication of 23 feet of additional right -of -way along Sullivan Road is required. 10. That the final plat boundary be depicted as the westerly section line of Section 25, Township 24 North, Range 44 EWM, and that the total right of way dedication from that line be shown as 43 feet. 11. A statement shall be placed in plat dedication that no direct access be allowed from residential lots to Sullivan Road 12. Existing county roads providing direct access to the plat shall be paved and /or curbed to Spokane County standards. 13. All public roads within the plat shall be designed and constructed to Spokane County standards. 14. Sidewalks are required along the arterials on Sullivan Road and 24' Avenue. 15. That Public Road Standard Typical Roadway Section be Section Number 2 for 16th Avenue with minimum paving width being the Access Standard, Section Number 2 for other public roads within the preliminary plat with minimum paving width being the Access Standard, and Section Number 2 for 24th Avenue with minimum paving width being the Collector Standard. 16. The proposed subdivision shall be improved to the standards set forth in Spokane County Board of Commissioners Resolution No. 80 1502 1 -0298, as amended, which resolution establishes regulations for roads, approaches, drainage and fees in new construction. 17. That Sullivan Road be improved to the Typical Roadway Cross Section designed by the Spokane County Engineer for the Sullivan Road Project CRP 1679. These improvements shall be made on the east half of Sullivan Road along the westerly plat boundary. 18. That the intersection of 20 Avenue as proposed shall be located so that it is compatible with the location of the entrances to the proposed Cental Valley Educational Services complex. This shall be coordinated through the office of the County Engineer. 19. That the County Engineering Department shall review and approve, per the existing operation and maintenance agreement, any and all final Plat designs and Plat dedication to assure the continued operation and maintenance of drainage facilities affecting the proposed plat. 20. No direct access to 24th Avenue from Block 10 as shown on Revised Preliminary Plat of Record. 21. Access to 24th Avenue from Lot 7, Block 1, is prohibited. Extension of Time Findings File No. PE- 1423 -82 Page 6 22. That sidewalks are required along 16th Avenue adjacent to the plat. 23. That a 60 foot wide easement for ingress and egress to the retention pond shall be provided across Lot 45, Block 10. The location of this easement shall be approved by the County Engineer prior to filing of the plat. 24. The applicant is advised that there may exist utilities either underground or overhead effecting the applicant's property, including property to be dedicated or set aside future acquisition. Spokane County will assume no financial obligation for adjustments or relocation regarding these utilities." "The applicant should contact the applicable utilities regarding responsibility for adjustment or relocation costs and to make arrangements for any necessary work." 25. A Professional Engineer, licensed in the State of Washington, shall submit final road and drainage plans, a drainage report and road and drainage calculations that conform to the April 3, 2001 edition of the Spokane County Standards for Road and Sewer Construction and the current edition of the Spokane County Guidelines for Stormwater Management and the revised conditions of approval. Final road and drainage plans shall also comply with all applicable state and federal laws that may be applicable to this project. Final road and drainage plans, related calculations and a drainage report shall receive the County Engineer's acceptance prior to release of a construction or building permit or approval of the final plat. Following plan acceptance by the Spokane County Engineer, drainage language will be drafted by Spokane County and provided to the Sponsor's Engineer or Surveyor for inclusion with the final plat document. 26. Adequate drainage easements, granted to Spokane County and /or an acceptable maintenance entity, must be provided for all elements of the drainage plan, in order that proper maintenance may be performed. A homeowners association or acceptable alternative maintenance entity has been proposed for this development. Easements for drainage ditches and natural drainage channels shall be wide enough to contain within the easement the runoff from a 50 year, 24 hour storm event for the contributing basin, plus a 30% freeboard. The easement shall also include an adequate width for maintenance access to be able to conduct proper maintenance of natural drainages and an adequate width access road for man made drainage facilities. Any easements and agreements for acceptance, conveyance, treatment, and disposal of stormwater that lie outside of the proposed plat being submitted, must be submitted with the project plans before Spokane County will review the plans for acceptance. 27. Maintenance access roads of sufficient width shall be provided to all man made ditches, ponds, drainage control structures, and any element of the system that may require replacement or maintenance in the future. Easements for drainage ditches shall be a minimum of 20 ft. in width. All maintenance access roads shall have a minimum of six inches of gravel, or other type of all- weather driveable surface acceptable to the County Engineer. The maintenance access road shall be designed to accommodate the turning movements of a Bus as defined by AASHTO. If the maintenance road is greater than 300 feet in length, measured from the connecting public roadway or paved private road, then a turn - around shall be provided at its terminus. 28. If the drainage disposal system includes infiltration of stormwater as an element in design, there shall be a site investigation and study conducted by a qualified Geotechnical Engineer prior to final submittal of road and drainage plans. The study shall evaluate the potential impacts on surrounding properties, foundations, basements, and structures, due to injecting and infiltrating stormwater. The study shall also evaluate Extension of Time Findings File No. PE- 1423 -82 Page 7 the effects of imported water, such as septic system effluent and water used for lawn irrigation. If it is determined that negative impacts are probable, then mitigative measures shall be recommended by the geotechnical engineer and implemented by the applicant. The geotechnical report shall cover all sites where drywells or infiltration may be proposed. The report shall draw conclusions about the ability of any proposed drywells to function according to the Spokane County Guidelines for Stormwater Management. The site investigation shall also verify if the soils can infiltrate the stormwater at the minimum rate of 0.5 inches per hour for any proposed grassed percolation areas. If the minimum requirement can not be met, an alternative stormwater design will need to be submitted that meets the requirements of the Spokane County Guidelines for Stormwater Management. 29. If the project is developed in phases, a phased road and drainage plan shall be prepared by a licensed Professional Engineer, which clearly shows the phasing of the development. The plan must demonstrate that each phase of the development is in conformance with the applicable Spokane County road and drainage standards, and the Conditions of Approval for the plat as well as any applicable regulations that may apply to this project from other governmental authority. The stormwater management systems and roads for this plat shall be constructed and certified to be constructed in accordance with the accepted road and drainage plans, or all the required improvements must be bonded for in accordance with Spokane County regulations, prior to the recording of the final plat. Record drawings and all construction documentation • shall be submitted with the proper certification statement. 30. Erosion Control: A Temporary Erosion and Sedimentation Control (TESC) plan is to be prepared by a WA State licensed Professional Engineer or Landscape Architect, and implemented throughout the duration of construction. The TESC plan is to be prepared using best management practices (BMP's) currently accepted within the Civil Engineering profession, and shall address limits on amount and duration of disturbed 'areas which have not been stabilized. The TESC plan is to include, as a minimum, a grading plan, location and details of silt control structures, and street cleaning program. Runoff from exposed areas must be filtered prior to discharging into a detention pond, 208 swale, or infiltration facility. The TESC plan is to be included in the road and drainage plans. The applicant's Engineer is to submit the TESC plan and supporting calculations to Spokane County for review, and shall receive acceptance as part of the plan review process prior to site disturbance. The TESC major structures (such as silt ponds, silt traps) are to be installed prior to other site work and the TESC measures are to be implemented and maintained throughout the duration of construction, including house construction. 31. If the project is phased and one phase depends on another phase for access and /or drainage treatment and disposal, the prior phase shall be completed and certified prior to the submittal of plans for the dependent phase of the development. One foot no access strips on public roads will not be released until the subject phase is completed, certified and accepted by Spokane County for maintenance. 32. A bond for the anticipated engineering inspection and certification portion of the project shall be posted with the County Engineer prior to final plat if construction improvements are bonded and not built. 33. Any new drainage system outside of the public right -of -way will neither be maintained nor operated by Spokane County forces. Prior to plan acceptance by the County Engineer, the Sponsor shall provide a mechanism, acceptable to the County Engineer, for the perpetual maintenance of the stormwater drainage system. This mechanism shall also provide for the funding of routine maintenance and the replacement of the Extension of Time Findings File No. PE- 1423 -82 Page 8 various components of the drainage system at the end of the service life of the respective components, and any other improvements that may be legally required in the future. An Operations and Maintenance Manual for the stormwater management system shall be prepared by the Sponsor's Engineer, and included in the project documents submitted to the County Engineer for acceptance, along with a discussion of the design life of the various components, a calculated annual cost for repair and maintenance, and a calculated replacement cost. A Homeowners Association or other entity that is acceptable to the Spokane County must be proposed and accepted by the Spokane County Engineer for perpetual maintenance. 34. As per Section 9.14.080 of the Spokane County Code, no person shall construct a road or other facilities within the existing proposed, or future public right -of -way, or the private road easement in connection with the actions enumerated in Section 9.14.020 without out first having received a permit as specified in Section 9.14.070(1) for such facilities from the County Engineer. Said permit will not be granted until the plans for the development have been accepted by the County Engineer. If this provision is violated, the County Engineer may require the project plans be revised to show the construction that was done and specify how the construction that was done will meet Spokane County Standards prior to plan acceptance. 35. This proposed subdivision or development proposal is located within a drainage basin which has been identified by the Spokane County Engineer's and Utilities offices as having stormwater runoff problems. Since this proposed subdivision or development proposal is affected by or is a contributor to stormwater flows, property owners should participate in the planning and implementation of a future basin wide stormwater management system. The following statement shall be placed in the plat dedication: "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." 36. This preliminary plat is located within the Aquifer Sensitive Area. Drainage plans and calculations shall demonstrate how Water Quality Treatment Requirements are met, as outlined in the Spokane County Guidelines for Stormwater Management. 37. Before the road and drainage plans are submitted to Spokane County for review and acceptance, a Design Deviation must be submitted to Spokane County for any non- standard elements of the project plans. The sponsor shall acquire approval of the Design Deviation from the County Engineer before construction plans are submitted for review. The Design Deviation request must include adequate engineering justification and drainage calculations, and any other agency approvals that may be necessary. The Design Deviation request shall include a description of maintenance responsibilities. The applicant shall make provision for the perpetual maintenance of any drainage facilities located outside of the public right -of -way. The Spokane County Engineer may deny a Design Deviation may impose conditions of approval on the Design Deviation. In this proposal, the County Engineer may impose a condition of approval that requires the drainage treatment and disposal facilities be built and certified prior to any final plat. 38. At the time of review for this Extension of Time the applicant has submitted a final plat for Ridgemont Estates No. 4, 7' Addition. The 7' Addition was reviewed per the 1995 edition of the Spokane County Standards for Road and Sewer Construction (Spokane Board of Commissioners Resolution No. 95- 0498). Should a Extension of Time be granted, the 7' Addition shall have six months from the time of granting of the extension to file a final plat under the 1995 edition of the Spokane County Standards for Road and Extension of Time Findings File No. PE- 1423 -82 Page 9 Sewer Construction. After the six month time period, if the 7`" Addition has not filed a final plat, then it is required to comply with the most current edition of the Spokane County Standards for Road and Sewer Construction. SPOKANE COUNTY DIVISION OF UTILITIES (UPDATED) 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 RCW 36.94, which petition includes the owner(s)' property; and further not to object by the signing of a protest petition against the formation of a ULID by resolution method pursuant to RCW Chapter 36.94 which includes the owner(s)' property. PROVIDED, this condition shall not prohibit the owner(s) or successor(s) from objecting to any assessment(s) on the property as a result of improvements called for in conjunction with the formation of a ULID by either petition or resolution method under RCW Chapter 36.94." 2. Any water service for this project shall be provided in accordance with the Coordinated Water System Plan for Spokane County, as amended. 3. Applicant shall make connection to public sewer system. Sewer connection permit is required. Plans and specifications are to be reviewed and approved by the Division of Utilities. SPOKANE COUNTY REGIONAL HEALTH (UPDATED) 1. 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 the project. 2. Water service shall be by an existing public water supply when approved by the Regional Engineer (Spokane), State Department of Health. 3. Prior to the filing of 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. 4. The dedicatory language on the plat shall state: "Use of private wells and water systems is prohibited. 5. Disposal of sewage effluent beneath paved surfaces is currently prohibited. DATED THIS 11th DAY OF JUNE, 2001. • � ILILA LL A Tammy Jon:. Associate Plann -r Extension of Time Findings File No. PE- 1423 -82 Page 10 Under state law and county ordinance, you have the right to appeal this decision to the Spokane County Hearing Examiner. Upon receipt of an appeal, a public hearing will be scheduled. To file such an appeal, you must submit a letter along with a processing fee, payable to the Spokane County Division of Planning, within fourteen (14) calendar days from the date this decision is signed. If you have any questions, please call the Spokane County Division of Planning at 477 -7225. c: Spokane County Division of Engineering and Roads Spokane County Division of Utilities Spokane Regional Health District Ken Tupper, 12929 E. Sprague Ave., Spokane, WA 99216 Stanley R. Schultz, 422 W. Riverside #1100, Spokane, WA 99201 File RECEIVED MAY 31 2000 5 -3? -00 BEFORE SPOKANE COUNTY DIVISION OF PLANNING SPOKANE COUNTY ENGINEER IN THE MATTER OF AN EXTENSION OF TIME REQUEST FOR PE- 1423 -82; RIDGEMONT ESTATES #4, AN APPROVED PRELIMINARY PLAT FINDINGS OF FACT, CONCLUSIONS AND DECISION THIS MATTER, a request for an extension of time from Kenneth Tupper has been received and decided upon, pursuant to Spokane County Subdivision regulations (Section 12.100.118) 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 Director of the Spokane County Division of Planning. 2. The original development proposal was to subdivide approximately 125 acres into 284 lots for single family residences. Originally, Ridgemont Estates 4 Addition encompassed all of what is now Ridgemont Estates North. The County requested that the plat be split into Ridgemont Estates 4 Addition and Ridgemont Estates North to avoid confusion over the multiple phases of the original 285 lot plat and to insure that phases of the plat adjacent to the existing county roads would be developed along with phases on the interior of the plat. The preliminary Ridgemont Estates 4 Addition includes 131 lots. The original proposal also included a zone reclassification from Agricultural (A) to Single Family Residential (R -1) under the now expired Spokane County Zoning Ordinance. 3. The subject preliminary plat was approved by the Board of County Commissioners on July 27, 1982. 4. The proposal is generally located adjacent to 16` Avenue, Sullivan Road and 24 Avenue in Section 25, Township 25 N, Range 44 EWM, Spokane County, Washington. 5. The existing zoning of the property described in the application is Urban Residential -3.5 (UR -3.5), established on January 1, 1991, consistent with the Program to Implement the Spokane County Zoning Code. Pursuant to RCW 58.17.195 the proposal does conform to the requirements of the existing Urban Residential -3.5 (UR -3.5) zone. 6. The Comprehensive Plan designates this area of the preliminary plat as Urban (U) and the location is inside the Priority Sewer Service Area (PSSA). The Comprehensive Plan designation remains the same since the original preliminary plat approval. 7. The subject property is located inside of the Interim Urban Growth Area (IUGA) adopted by the Board of County Commissioners (BOCC) Resolution #97 -0321. 8. Spokane County has established specific criteria for considering the extension of time for the expiration of preliminary subdivisions, specifically for regular subdivisions, and department policy for short subdivisions. These criteria are found in Section 12.100.118 Extension of Time Findings REPSONSE: Not applicable. File No. PE- 1423 -82 Page 2 (Extensions of Time) of the Spokane County Subdivision Ordinance and have been used as a basis for this decision. Section 12.100.118 states that "The Director may administratively approve an extension provided there are no significant changed conditions which would render filing of the plat or binding site plan contrary to the public health, safety or general welfare, and further provided one or more of the following circumstances is found to apply." 1) That some portion of the existing preliminary plat has been finalized since the last extension was granted and the remaining lots would form a unified development consistent with the original approval; RESPONSE: Six (6) phases of the preliminary plat have been finalized to date and recorded with the County Auditor. The engineering for the 7 Addition has been completed and submitted to the County for review. The proposed final plat of Ridgemont Estates 4th Addition, 7 Addition has also been submitted for County review. The remaining lots will form a unified development consistent with the original approval. 2) That the preliminary subdivision, short subdivision, or binding site plan remains generally consistent with the original plat or binding site plan that was approved, and the sponsor has taken substantial steps towards finalizing the plat or binding site plan, which shall include one, but is not limited to, the following: a. surveying the lots within the development; b. arranging for public services to the site; c. obtaining necessary financing for all or a portion of the preliminary subdivision, short subdivision, or binding site plan; d. the completion of studies or other requirements which were part of preliminary subdivision, short subdivision, or binding site plan approval. RESPONSE: The preliminary subdivision remains consistent with the original plat that was approved. In addition, the applicant has finalized 91 of the originally approved lots, with 40 lots on 18 acres remaining. Those 91 lots have been surveyed and connected to public sewer. 3) That at the time the preliminary plat approval was granted, development of the proposal was conditioned upon the extension of public services which are not yet available. This provision shall not apply to public utility extension which the project sponsor would normally fund. RESPONSE: Not applicable. 4) That administrative delays have caused the inability of the applicant to finalize the plat within the five (5) year time period. Extension of Time Findings File No. PE- 1423 -82 9. This is the ninth request for a time extension. The total life of the preliminary plat has been approximately eighteen (18) years. 10. The proposal has been circulated to all affected agencies and departments for comment. Additional conditions of approval have been recommended by the Spokane County Division of Engineering and Roads. The recommended conditions of approval are included below. CONCLUSIONS Page 3 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 conclusion is made: The proponent has demonstrated progress toward completing the preliminary plat as evidenced in the above Findings of Fact and there are no significant changed conditions which would render filing of the plat contrary to the public health, safety or general welfare. Therefore, a one (1) year extension of time is warranted. DECISION BASED UPON THE ABOVE Findings of Fact and Conclusions, an extension of time request for application PE- 1423 -82, Ridgemont Estates #4, is hereby APPROVED effective until June 1, 2001. CONDITIONS.OF APPROVAL Those previous Conditions of Approval specified in the Board of County Commissioners Findings of Fact, Conclusions and Order, dated July 27, 1982, together with the following updated conditions: SPOKANE COUNTY DIVISION OF PLANNING (UPDATED) 1. The preliminary plat is given conditional approval for one (1) year, specifically to June 1, 2001. The applicant may request an extension of time by submitting a written request not less than thirty (30) days prior to the above expiration date. Submission of a time extension request following said date will not be accepted. 2. The applicant shall contact the Division of Building and Code Enforcement at the earliest possible stage in order to be informed of code requirements administered /enforced as . authorized by the State Building Code Act. Design /development concerns include: addressing; fire apparatus access roads; fire hydrant/flow; approved water systems; building accessibility; construction type; occupancy classification; exiting; exterior wall protection; and energy code regulations. Extension of Time Findings File No. PE- 1423 -82 Page 4 1. A Professional Engineer, licensed in the State of Washington, shall submit final road and drainage plans, a drainage report and road and drainage calculations. Road plans shall comply with the original standards applied to this plat for roads except that the submittal, inspection and certifications sections of the latest Spokane County Standards for Road and Sewer Construction shall apply. The current edition of the Spokane County Guidelines for Stormwater Management shall apply to the design of any stormwater improvements. Final road and drainage plans shall also comply with all applicable state and federal laws that may be applicable to this project. Final road and drainage plans, related calculations and a drainage report shall receive the County Engineer's acceptance prior to release of a construction or building permit or approval of the final plat. Following plan acceptance by the Spokane County Engineer, drainage language will be drafted by Spokane County and provided to the Sponsor's Engineer or Surveyor for inclusion within the final plat document. 2. The stormwater management systems and roads for this plat shall be constructed and certified to be constructed in accordance with the accepted road and drainage plans, or all the required improvements must be bonded for in accordance with Spokane County regulations, prior to the recording of the final plat. Record drawings and.all construction documentation shall be submitted with the proper certification statement. 3. As per Section 9.14.080 of the Spokane County Code, no person shall construct a road or other facilities within the existing proposed, or future public right -of -way, or the private road easement in connection with the actions enumerated in Section 9.14.020 without first having received a permit as specified in Section 9.14.070(1) for such facilities from the County Engineer. Said permit will not be granted until the plans for the development have been accepted by the County Engineer. If this provision is violated, the County Engineer may decide to not accept a bond for the improvements and may require the project sponsor to build and certify the facilities prior to final plat. 4. This preliminary subdivision is located within a drainage basin which has been identified by the Spokane County Engineer's and Utilities offices as having stormwater runoff problems. Since this proposed subdivision is affected by or is a contributor to stormwater flows, property owners in the remaining phases should participate in the planning and implementation of a future basinwide stormwater management system. The following statement shall be placed in the plat dedication: "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." 5. Except as noted above, the Spokane County Engineer requires that the preliminary plat shall be improved to the standards set forth in Spokane County Board of Commissioners Resolution No. 95 -0498, as amended, which establishes regulations for roads, approaches, drainage and fees in new construction. Extension of Time Findings File No.•PE- 1423 -82 DATED THIS 31st DAY OF MAY, 2000. Falk, AICP Associate Planner Page 5 Under state law and county ordinance, you have the right to appeal this decision to the Spokane County Hearing Examiner. Upon receipt of an appeal, a public hearing will be scheduled. To file such an appeal, you must submit a letter along with a processing fee, payable to the Spokane County Division of Planning, within ten (10) calendar days from the date this decision is signed. If you have any questions, please call the Spokane County Division of Planning at 477 -7200. c: Spokane County Division of Engineering and Roads Spokane County Division of Utilities Spokane County Stormwater Utility Spokane Regional Health District Ken Tupper, 12929 E. Sprague Ave., Spokane, WA 99216 Charles Simpson, 909 N. Argonne, Spokane, WA 99212 File jf RECEIVED BEFORE SPOKANE COUNTY DIVISION OF BUILDING AND PLAN NING1 8 1999 SPOKANE COUNTY ENGINEER IN THE MATTER OF AN EXTENSION ) OF TIME REQUEST FOR PE- 1423- 82/ZE- 32 -82;) FINDINGS OF FACT, RIDGEMONT ESTATES #4, AN ) CONCLUSIONS AND APPROVED PRELIMINARY PLAT ) DECISION AND ZONE RECLASSIFICATION ) THIS MATTER, a request for an extension of time from Kenneth Tupper has been received and decided upon, pursuant to Spokane County Subdivision regulations (Section 12.100.118) 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 Director of the Spokane County Division of Building and Planning. 2. The original development proposal was to subdivide approximately 125 acres into 284 lots for single family residences. The original proposal also included a zone reclassification from Agricultural (A) to Single Family Residential (R -1) under the now expired Spokane County Zoning Ordinance. 3. The subject preliminary plat was approved by the Board of County Commissioners on July 27, 1982. 4. The proposal is generally located adjacent to 16` Avenue, Sullivan Road and 24 Avenue in Section 25, Township 25 N, Range 44 EWM, Spokane County, Washington. 5. The existing zoning of the property described in the application is Urban Residential -3.5 (UR -3.5), established on January 1, 1991, consistent with the Program to Implement the Spokane County Zoning Code. Pursuant to RCW 58.17.195 the proposal does conform to the requirements of the existing Urban Residential -3.5 (UR -3.5) zone. 6. The Comprehensive Plan designates this area of the preliminary plat as Urban (U) and the location is inside the Priority Sewer Service Area (PSSA). The Comprehensive Plan designation remains the same since the original preliminary plat approval. 7. The subject property is located inside of the Interim Urban Growth Area (IUGA) adopted by the Board of County Commissioners (BOCC) Resolution #97 -0321. 8. Spokane County has established specific criteria for considering the extension of time for the expiration of preliminary subdivisions, specifically for regular subdivisions, and department policy for short subdivisions. These criteria are found in Section 12.100.118 (Extensions of Time) of the Spokane County Subdivision Ordinance and have been used as a basis for this decision. Section 12.100.118 states that "The Director may administratively approve an extension provided there are no significant changed conditions which would render filing of the plat or binding site plan contrary to the public health, safety or general welfare and further provided one or more of the following circumstances is found to apply." Extension of Time Findings File No. PE- 1423 -82 Page 2 1) That some portion of the existing preliminary plat has been finalized since the last extension was granted and the remaining lots would form a unified development consistent with the original approval; RESPONSE: Six (6) phases of the preliminary plat have been finalized to date and recorded with the County Auditor. 2) That the preliminary subdivision, short subdivision, or binding site plan remains generally consistent with the original plat or binding site plan that was approved, and the sponsor has taken substantial steps towards finalizing the plat or binding site plan, which shall include one, but is not limited to, the following: a. surveying the lots within the development; b. arranging for public services to the site; c. obtaining necessary financing for all or a portion of the preliminary subdivision, short subdivision, or binding site plan; d. the completion of studies or other requirements which were part ofpreliminary subdivision, short subdivision, or binding site plan approval. RESPONSE: The preliminary subdivision remains consistent with the original plat that was approved. In addition, the applicant has finalized 91 of the originally approved lots, with 45 lots on 18 acres remaining. Those 91 lots have been surveyed and connected to public sewer. 3) That at the time the preliminary plat approval was granted, development of the proposal was conditioned upon the extension of public services which are not yet available. This provision shall not apply to public utility extension which the project sponsor would normally fund. RESPONSE: Not applicable. 4) That administrative delays have caused the inability of the applicant to finalize the plat within the five (5) year time period REPSONSE: Not applicable. 9. This is the eighth request for a time extension. The total life of the preliminary plat has been approximately seventeen (17) years. 10. The proposal has been circulated to all affected agencies and departments for comment. An additional condition of approval has been recommended by the Spokane County Division of Engineering and Roads. The recommended condition of approval is included below. 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 conclusion is made: i Extension of Time Findings File No. PE- 1423 -82 The proponent has demonstrated progress toward completing the preliminary plat as evidenced in the above Findings of Fact and there are no significant changed conditions which would render filing of the plat contrary to the public health, safety or general welfare. Therefore, a one (1) year extension of time is warranted. BASED UPON THE ABOVE Findings of Fact and Conclusions, an extension of time request for application PE- 1423 -82, Ridgemont Estates 44, is hereby APPROVED until June I, 2000. Those previous Conditions of Approval specified in the Board of County Commissioners Findings of Fact, Conclusions and Order, dated July 27, 1982, together with the following updated conditions: SPOKANE COUNTY DIVISION OF BUILDING AND PLANNING (UPDATED) 1. The preliminary plat is given conditional approval for one (I) year, specifically to June 1, 2000. The applicant may request an extension of time by submitting a written request thirty (30) days prior to the above expiration date. 2. The applicant shall contact the Division of Building and Planning at the earliest possible stage in order to be informed of code requirements administered/enforced as authorized by the State Building Code Act. Design/development concerns include: addressing; fire apparatus access roads; fire hydrant/flow; approved water systems; building accessibility; construction type; occupancy classification; exiting; exterior wall protection; and energy code regulations. SPOKANE COUNTY DIVISION OF ENGINEERING AND ROADS (UPDATED) 1. The Spokane County Engineer has reviewed the extension of time and will require that the proposed plat shall be improved to the standards set forth in Spokane County Board of Commissioners Resolution No. 95 -0498, as amended, which establishes regulations for roads, approaches, drainage and fees in new construction and the Spokane County Guidelines for Stormwater Drainage. DATED THIS 18` DAY OF JUNE, 1999. Tammy JoneW v Associate Planner DECISION CONDITIONS OF APPROVAL Page 3 Under state law and county ordinance, you have the right to appeal this decision to the Spokane County Hearing Examiner. Upon receipt of an appeal, a public hearing will be scheduled. To Extension of Time Findings file such an appeal, you must submit a letter along with a processing fee, payable to the Spokane County Division of Building and Planning, within ten (10) calendar days from the date this decision is signed. If you have any questions, please call the Spokane County Division of Building and Planning at 477 -3675. c: Spokane County Division of Engineering and Roads Spokane County Division of Utilities Spokane County Stormwater Utility Spokane Regional Health District Ken Tupper, 12929 E. Sprague Ave., Spokane, WA 99216 Charles Simpson, 909 N. Argonne, Spokane, WA 99212 File File No. PE- 1423 -82 Page 4 9- ifelk BEFORE SPOKANE COUNTY DIVISION OF BUILDING AND PLANNING HECEIVED SEP 08 1998 IN THE MATTER OF AN EXTENSION OF TIME REQUEST FOR PE- 1423 -82 / ZE- 32 -82, RIDGEMONT ESTATES #4, AN APPROVED PRELIMINARY PLAT, AND ZONE RECLASSIFICATION ) ) ) ) ) FINDINGS OF FACT FINDINGS O M£OUNIYENGINEER CONCLUSIO DECISION THIS MATTER, a request for an extension of time from T. D. C., Inc. Sullivan South has been received and decided upon, pursuant to the Spokane County Subdivision Ordinance (Section 12.100.118) and RCW 58.17.140. I. The individual signing below has been properly delegated the responsibility for rendering this decision by the Spokane County Director of Building and Planning. 2. The original development proposal was to subdivide approximately 125 acres into 284 lots for single family residences. The original proposal also included a zone reclassification from Agricultural (A) to Single Family Residential (R -1) under the now expired Spokane County Zoning Ordinance. 3. The subject preliminary plat and zone reclassification were approved by the Board of County Commissioners on July 27, 1982. 4. The existing zoning of the property described in the application is Urban Residential -3.5 (UR- 3.5) previously established as Agricultural (A) zoning in 1942 (ZE- 60 -42) and redesignated to Urban Residential -3.5 (UR -3.5) on January 1, 1991 pursuant to the Program to Implement the Spokane County Zoning Code. Pursuant to RCW 58.17.195 the proposal does conform to the requirements of the existing Urban Residential -3.5 (UR -3.5) zone. 5. Spokane County has established specific criteria for considering the extension of time for the expiration of preliminary subdivisions. These criteria are found in Section 12.100.118 of the Spokane County Subdivision Ordinance and have been used as a basis for this decision. Section 12.100.116 states, "Approval of a preliminary subdivision, large lot subdivisions, short subdivisions, and binding site plans shall automatically expire five years after preliminary approval is granted unless a time extension is approved for the project." and Section 12.100.118 follows with "The Director may administratively approve an extension provided there are no significant changed conditions which would render filing of the plat or binding site plan contrary to the public health, safety or general welfare, and further provided one or more of the following circumstances is found to apply:" The following are the relevant sections of Section 12.100.1 18 and the Divisionrof Building & Planning response: 1. That some portion of the existing preliminary subdivision or binding site plan has been finalized since the project was approved and the remaining lots would form a unified development consistent with the original approval; RESPONSE: Six phases of the preliminary plat have been finalized and recorded. Phase9 S w2 3t '1t 0122ate Approyediti k i l o Y •1 - .a:# o Lots; 1 ddition:x —. 5 -8 -90 13 211, Addttton . 9 5: .ter, ° s I -25 -91 13 $ 3 AddittonI4 4 -11 -9I 11 s 4t!hAdditton a1 6 -24 -92 23 Stet Addition,~ 6 -24 -92 22 6i ri." Et 1I -17 -93 5 rota! r E- 87 Extension of Time Findings PE- 1423 -82 / ZE -32 -82 RESPONSE: NA Page 2 The last extension of time was approved May 1, 1996 and per Finding #8, the extension of time approval was based'on past progress. It was stated that continued "progress toward finalizing should be shown or future extensions will likely not be granted ". No new phases of the preliminary plat have been finalized since the last approval of an Extension of Time. 2. That the preliminary subdivision, short subdivision, or binding site plan remains generally consistent with original plat or binding site plan that was approved, and the sponsor has taken substantial steps toward finalizing the plat or binding site plan, which shall include one, but is not limited to, the following: a) surveying the lots within the development; b) arranging for public services to the site; c) obtaining necessary financing for all or a portion of the preliminary subdivision, short subdivision, or binding site plan; d) the completion of studies or other requirements which were part of preliminary subdivision, short subdivision, or binding site plan approval; RESPONSE: The proposed preliminary plat remains consistent with the original preliminary plat that was approved. The applicant states that 6 phases have been finalized to date and that 35 lots remain to be finalized. The applicant explained that development of Ridgemont Estates #4 has been in conjunction with Ridgemont Estates North and that development has been coordinated with Spokane County Division of Engineering and Roads and the Division of Building and Planning. Specifically, the owner modified phasing of the two developments at the request of the County Engineer to address runoff and transportation concerns and to coordinate the provision of access to Sullivan Road. 3. That at the time preliminary approval was granted, development of the proposal was conditioned upon the extension of public services which are not yet available. This provision shall not apply to public utility extensions which the project sponsor would normally fund. 4. That administrative delays have caused the inability of the applicant to finalize the plat within the five (5) year time period. Extension of Time Findings RESPONSE: NA 6. The Comprehensive Plan designates the area of the preliminary plat as Urban. The Comprehensive Plan designation remains the same since the original preliminary plat approval. 7. No additional conditions have been recommended by reviewing agencies, including the Spokane County Division of Engineering and Roads, the Spokane Regional Health District, Spokane County Division of Utilities, and the Spokane County Division of Building and Planning. 8. This is the seventh (7th) request for a time extension. The total life of the preliminary plat has been approximately sixteen years. 9. The subject property is located inside the Interim Urban Growth Area (IUGA). 10. The applicant has finalized and recorded six phases of the preliminary plat for a total of 87 lots and no phases have been recorded since November 1993. 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, an extension of time request for application PE- 1423 -82 / ZE- 32 -82, Ridgemont Estates #4, is hereby APPROVED for one year to June 1, 1999. DATED THIS 4th DAY OF SEPTEMBER, 1998 Louis Webster, AICP Associate Planner PE 1423 - 82 / ZE - 32 - 82 Page 3 DECISION Under state law and county ordinance, you have the right to appeal this decision to the Spokane County Hearing Examiner. Upon receipt of an appeal, a public hearing will be scheduled. To file such an appeal, you must submit a letter along with the appropriate processing fee to the Spokane County Division of Building and Planning, within fourteen (14) calendar days from the date this decision is signed. If you have any questions, please call the Spokane County Division of Building and Planning at 477- 3675. c: C ounty Engineer County Utilities Regional Health District File Sullivan South. Enterprises, c/o Ken Tupper, E. 12929 Sprague Avenue, Spokane. WA 99216 Simpson Engineering, N. 909 Argonne Road, Spokane, WA 99212 BEFORE SPOKANE COUNTY IN THE MATTER OF AN EXTENSION OF TIME REQUEST FOR RIDGEMONT ESTATES NO. 4, PE- 1423 -82, AN APPROVED PRELIMINARY PLAT RfCrne PLANNING DEPARTMW.. () 1986 e tistati FINDINGS OF FACT CONCLUSIONS AND DECISION THIS MATTER, a request for an extension of time from Ken Tupper 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 Division of Building and Planning. 2. The subject preliminary plat was approved by the Hearing Examiner Committee/Division of Building and Planning/Board of County Commissioners on July 27, 1982. 3. Spokane County has established specific criteria for considering the extension of time for the expiration of preliminary subdivisions, specifically for regular subdivisions and department policy for short subdivisions. These criteria are found in Chapter III, Section G of the Spokane County Subdivision Ordinance and have been used as a basis for this decision. 4. The Comprehensive Plan designates this area of the preliminary plat as Urban, and the location is within the Priority Sewer Service area. The Comprehensive Plan designation has changed from Suburban to Urban since the original preliminary plat approval. 5. 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 and Safety. 6. This is the sixth request for a time extension. Time extensions have been granted on: August 22, 1985 for a period of one year December 1, 1986 for a period of one year. December 1, 1988 for a period of one year. December 1, 1990 for a period of one year. June 3, 1993 for a period of three years. The total life of the preliminary plat has been approximately 13 years. 7. The following facts are also relevant. a. The preliminary plat was approved for 284 lots. Ninety -one (91) lots have been finalized in six (6) phases. b. A portion of this preliminary plat has received approval as a preliminary plat known as Ridgemont Estates North (PE- 1684 -92) and is therefore, no longer included within this time extension. Approval is for the area as shown on the preliminary plat of record dated February 3, 1993. c. A parcel of approximately 6.02 acres included in this preliminary plat, has been developed with a church. This parcel was created through the Certificate of Exemption process (see CE- 201 -91). This parcel is no longer included within this approval as shown on the preliminary plat of record dated February 3, 1993. d. Although there has been some progress in finalizing the plat, the applicant has not shown progress in finalizing lots in the past two (2) years. (The most recent activity within the preliminary plat was the final plat approval of Ridgemont Estates #4, 6th Addition, which was recorded on November 17, 1993.) 8. This extension of time is granted based upon past progress. Progress toward finalizing should be shown or future extensions will likely not be granted. 9. Central Valley School District submitted a letter dated April 8, 1996, indicating that the schools are currently inadequate. The School District has requested that the applicant agree to mitigating measures for impacts to the school system as a condition of approval. 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. 1. The preliminary plat remains consistent with Comprehensive Plan of Spokane County including the Arterial Road Plan. 2. The applicant/owner should show progress toward complying with Chapter III, Section G, of the Subdivision Ordinance before requesting an additional extension of time. 3. That a two (2) year extension of time be granted until June 1, 1998, to provide additional time to finalize the plat. DECISION BASED UPON THE ABOVE Findings of Fact and Conclusions, an extension of time request for application PE- 1423 -82, Ridgemont Estates No. 4, is hereby APPROVED until June 1, 1998. CONDITIONS OF APPROVAL 1. All applicable conditions of approval as stipulated in the Extension of Time approval dated June 3, 1993 shall apply except that Planning Condition # 6 shall be revised to indicate that conditional approval is granted until June 1, 1998. 2. The owner shall negotiate with Central Valley School District and submit a recorded copy of a voluntary agreement making provisions for public schools prior to finalization and recording of the plat. The agreement shall provide a written description of the subject property to which the agreement applies and also state the dollar amount and any other agreed to mitigating measures. The owner shall also notify any potential purchasers who have made an agreement to purchase property within said plat pursuant to the Revised Code of Washington (RCW) 58.17.205, that adequate provisions for school facilities must be made conditioned on a future agreement between the plattor and school district. Voluntary agreements between the owner and school district shall conform to the requirements of RCW Chapter 82.02. 3. Subsequent extension of time will only be considered upon a findings of substantial compliance with Chapter III, Section G, of the Subdivision Ordinance; otherwise the preliminary subdivision approval will become null and void. DATED THIS 13 DAY OF MAY, 1996 n o anriz'r 2 Steve Dave p , Under state law and county ordinance, you have the right to appeal this decision to the Spokane County Hearing Examiner. Upon receipt of an appeal, a public hearing will be scheduled. To file such an appeal, you must submit a letter along with $225 processing fee, to the Spokane County Division of Building and Planning, within ten (10) calendar days from the date this decision is signed. If you have any questions, please call the Division of Building and Planning at 456 -2205. c: Spokane County Division of Engineering and Roads Spokane County Division of Utilities Spokane County Health District Spokane County Division of Building and Planning Sullivan South Enterprises, C/O Ken Tupper, E. 12929 Sprague Avenue, Spokane WA 99216 Simpson Engineering, N. 909 Argonne Road, Spokane WA 99212 3 BEFORE SPOKANE COUNTY PLANNING DEPARTMENT IN THE MATTER OF AN EXTENSION ) OF TIME REQUEST FOR RIDGEMONT ) FINDINGS OF FACT ESTATES NO. 4, PE- 1423 -82, AN ) CONCLUSIONS AND APPROVED PRELIMINARY PLAT. ) DECISION THIS MATTER, a request for an extension of time from Ken Tupper 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 plat was approved by the Hearing Examiner Committee/Planning Department/Board of County Commissioners on July 27, 1982. 3. Spokane County has established specific criteria for considering the extension of time for the expiration of preliminary subdivisions, specifically for regular subdivisions, and department policy for short subdivisions. These criteria are found in Chapter III, Section G of the Spokane County Subdivision Ordinance and have been used as a basis for this decision. 4. The Comprehensive Plan designates this area of the preliminary plat as Urban, and the location is within the Priority Sewer Service Area. The Comprehensive Plan designation has changed from Suburban to Urban since the original preliminary plat approval. 5. 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. 6. This is the fifth request for a time extension. Time extensions have been granted on: August 22, 1985 for a period of one year. December 1, 1986 for a period of one year. December 1, 1988 for a period of two years. December 1, 1990 for a period of two years. The total life of the preliminary plat has been approximately 10 years. 7. The following facts are also relevant. a. The preliminary plat was approved for 284 lots. Eighty -six (86) lots have been finalized in five (5) phases. b. A portion of this preliminary plat has received approval as a preliminary plat known as Ridgemont Estates North (PE- 1684 -92) and is therefore, no longer included within this time extension. Approval is for the area as shown on the preliminary plat of record dated February 3, 1993. c. A parcel of approximately 6.02 acres included in this preliminary plat, has been developed with a church. This parcel was created through the Certificate of Exemption process (see CE- 201 -91). This parcel is no longer included within this approval as shown on the preliminary plat of record dated February 3, 1993. d. The applicant has shown progress in finalizing lots in the past two (2) years, namely finalization of Ridgemont Estates No. 4, 2nd Addition through 5th Addition. 8. This extension of time is granted based upon recent progress. Progress toward finalizing should be shown or future extensions will likely not be granted. Extension of Time Findings File No. PE- 1423 -82 Page 2 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. 1. The preliminary plat remains consistent with the Comprehensive Plan of Spokane County including the Arterial Road Plan. 2. The applicant/owner should show progress toward complying with Chapter III, Section G, of the Subdivision Ordinance before requesting an additional extension of time. 3. That a three (3) year extension of time be granted until December 1, 1995 to provide additional time to finalize the plat. DECISION BASED UPON THE ABOVE Findings of Fact and Conclusions, an extension of time request for application PE- 1423 -82, Ridgemont Estates No. 4, is hereby APPROVED until December 1, 1995. CONDITIONS OF APPROVAL 1. A consolidated set of applicable conditions of approval is attached. Additionally, the following apply. a. Prior to issuance of a building permit for any portion of this preliminary plat on a lot, regardless of size, the sponsor /applicant shall file a final plat for such a lot or create such a lot by a process as determined by the Planning Director. b. A consolidated set of updated conditions of approval is attached. c. The extension of time is approved for that area as shown on the plat of record dated February 3, 1993. 2. Subsequent extension of time will only be considered upon a finding of substantial compliance with Chapter III, Section G, of the Subdivision Ordinance; otherwise the preliminary subdivision approval will become null and void. SPOKANE COUNTY PLANNING DEPARTMENT CONDITIONS 1. The proposal shall comply with the Urban Residential -3.5 (UR -3.5 zone as amended. 2. The final plat shall be designed substantially in conformance with the preliminary plat of record. No increase of density or number of lots shall occur without a change of condition application submittal and approval. 3. The Planning Director /designee shall review any proposed final plat to ensure compliance with these Findings and Conditions of Approval. 4. A final plat name shall be indicated before the final plat is filed, such name to be approved by the Planning Director /designee. � 5. Appropriate road name(s) shall be indicated. /� v o -- 6. The preliminary plat is given conditional approval for three (3) years, . - ifically to May 1, 1993. The applicant may request an extension of time by submi a written request approximately forty -five (45) days prior to the above expiration : ate. 7. Appropriate utility easements shall be indicated on copies of the proposed final plat. Written approval of utility easements by appropriate utility companies shall be received with the submittal of the final plat. REV 1/90 8. The final plat map shall indicate by a clear, dashed line the required yard setbacks from all private, "Tract X" or public roads. The dedication shall contain the following statement: Extension of Time Findings File No. PE- 1423 -82 Page 3 "Side yard and rear yard setbacks shall be determined at the time building permits are requested unless these setbacks are specifically drafted on this final plat. The setbacks indicated on this plat may be varied from if proper zoning approvals are obtained." 9. Three (3) current certificates of title shall be furnished to the Planning Department prior to filing the final plat. 10. Prior to filing of all or a portion of the final plat the applicant's surveyor shall submit one or more maps outlined in red of the area being finalized. The scale shall match the appropriate assessor's map scale. 11. The final plat shall indicate yard setback arc lengths on cul -de -sac lots which meet or exceed the minimum frontage of the underlying zone of the final plat. 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 final plat, that the plan is in conformance with their respective needs and regulations. The Water Plan and certification shall be drafted on a transparency suitable for reproduction and be signed by the plat sponsor. 13. The water purveyor shall certify that appropriate contractual arrangements and schedule of improvements have been made with the plat sponsor for construction of the water system in accordance with the approved Water Plan. The time schedule shall provide for completion of the water system and inspection by the appropriate health authorities prior to application for building permits within the final plat. The arrangements or agreements shall include a provision holding Spokane County and the purveyor harmless from claims by any lot purchaser refused a building permit due to the failure of the subdivision sponsor to satisfactorily complete the approved water system. 14. The final plat dedication shall contain the following statement: "The public water system, pursuant to the Water Plan approved by county and state health authorities, the local fire protection district, County Building & Safety Department and water purveyor, shall be installed within this subdivision 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 final plat until certified by a Washington state - licensed engineer that "the water system has been installed pursuant to the approved Water Plan for the final plat " including a signed license stamp. The certification may be in the form of a letter, but is preferred to be certified on a copy of the Water Plan as a schematic map showing the "as- built" water system. 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. A survey is required prior to the filing of a final plat. 18. Prior to approval of road and drainage plans, you are required to coordinate with the United States Postal Service to determine type and location of central mail delivery facilities which may include applicable easements for developments of three or more homes. SPOKANE COUNTY ENGINEER'S DEPARTMENT CONDITIONS (As stated in Extension of Time Approval Dated November 30, 1990) 1. The conditional approval of the plat is given by the County Engineer subject to dedication of right -of -way and approval of the road system as indicated in the preliminary plat of record. 2. Plans, profiles, and cross- sections as designed to County standards showing proposed street centerline and curb grades shall be submitted to the County Engineer for approval prior to construction and/or the filing of each final plat; road plans to be prepared under the direction of a licensed Professional Civil Engineer. REV 1ry0 Extension of Time Findings File No. PE- 1423 -82 Page 4 3. Drainage plans and design calculations showing the alignment of drainage facilities shall be submitted to the County Engineer for approval prior to construction and/or the filing of the final plat. Drainage plans to be prepared under the direction of a licensed Professional Civil Engineer. 4. Construction within the proposed public streets and easements shall be perforated under the direct supervision of a licensed engineer/surveyor, who shall furnish the County Engineer with "as- built" plans and a certificate in writing that all improvements were installed to the lines and grades shown on the approved construction plans and that all disturbed monuments have been replaced. 5. No construction work is to be performed within the existing or proposed public right -of- way until a permit has been issued by the County Engineer. All work is subject to inspection and approval by the County Engineer. 6. All construction within the existing or proposed public right -of -way is to be completed prior to filing each final plat, or a bond in the amount estimated by the County Engineer to cover the cost of construction of improvements, construction certification, "as- built" plans and monumenting the street centerlines shall be filed with the County Engineer. 7. Appropriate provision shall be made that the following - described property be held in trust until the continuation of the streets be dedicated or deeded: a one (1) -foot strip at the ends or edges of all streets that terminate or border the subdivision boundary. (Temporary cul- de- sacs are required when streets terminate at the subdivision boundaries.) 8. Individual driveway access permits are required prior to issuance of a building permit for driveway approaches to the county road system. 9. Dedication of of additional right -of -way along is required. 10. That the final plat boundary be depicted as the westerly section line of Section 25, Township 24 North, Range 44 EWM, and that the total right of way dedication from that line be shown as 43 feet. 11. A statement shall be placed in plat dedication that no direct access be allowed from residential lots to . 12. Existing county roads providing direct access to the plat shall be paved and/or curbed to Spokane County standards. 13. All public roads within the plat shall be designed and constructed to Spokane County standards. 14. Sidewalks are required along the arterials on . 15. That Public Road Standard Typical Roadway Section be Section Number 2 for 16th Avenue with minimum paving width being the Access Standard, Section Number 2 for other public roads within the preliminary plat with minimum paving width being the Access Standard, and Section Number 2 for 24th Avenue with minimum paving width being the Collector Standard. 16. The proposed subdivision shall be improved to the standards set forth in Spokane County Board of Commissioners Resolution No. 80 -1592, as amended, which resolution establishes regulations for roads, approaches, drainage and fees in new construction. 17. That Sullivan Road be improved to the Typical Roadway Cross Section designed by the Spokane County Engineer for the Sullivan Road Project CRP 1679. These improvements shall be made on the east half of Sullivan Road along the westerly plat boundary. 18. That the intersection of 20th Avenue as proposed shall be located so that it is compatible with the location of the entrances to the proposed Central Valley Educational Services complex. This shall be coordinated through the office of the County Engineer. 19. That the County Engineering Department shall review and approve, per the existing operation and maintenance agreement, any and all final Plat designs and Plat dedication to assure the continued operation and maintenance of drainage facilities affecting the proposed plat. REV 1/90 Extension of Time Findings File No. PE- 1423 -82 Page 5 20. No direct access to 24th Avenue from Block 10 as shown on Revised Preliminary Plat of Record. 21. Access to 24th Avenue from Lot 7, Block 1, is prohibited. 22. That sidewalks are required along 16th Avenue adjacent to the plat. 23. That a 60 foot wide easement for ingress and egress to the retention pond shall be provided across Lot 45, Block 10. The location of this easement shall be approved by the County Engineer prior to filing of the plat. SPOKANE COUNTY UTILITY DEPARTMENT CONDITIONS (UPDATED) 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 RCW 36.94, which petition includes the owner(s)' property; and further not to object by the signing of a protest petition against the formation of a ULID by resolution method pursuant to RCW Chapter 36.94 which includes the owner(s)' property. PROVIDED, this condition shall not prohibit the owner(s) or successor(s) from objecting to any assessment(s) on the property as a result of improvements called for in conjunction with the formation of a ULID by either petition or resolution method under RCW Chapter 36.94." 2. Any water service for this project shall be provided in accordance with the Coordinated Water System Plan for Spokane County, as amended. 3. Applicant shall make connection to public sewer system. Sewer connection permit is required. Plans and specifications are to be reviewed and approved by the Utilities Department. SPOKANE COUNTY HEALTH DISTRICT CONDITIONS (UPDATED) 1. 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. 2. Water service shall be by an existing public water supply when approved by the Regional Engineer (Spokane), State Department of Health. 3. 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. 4. The dedicatory language on the plat shall state: "Use of private wells and water systems is prohibited." 5. Disposal of sewage effluent beneath paved surfaces is currently prohibited. DATED THIS , 5 ' DAY OF JUNE, 1993. William J Moser Planner I enclosure REV 1/90 Extension of Time Findings 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 $200 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. c: County Engineer County Utilities County Health District County Building & Safety Sullivan South Enterprises c/o Ken Tupper, E. 12525 Sprague Avenue, Spokane, WA. 99216 Simpson Engineering, N. 909 Argonne Road, Spokane, WA. 99212 File No. PE- 1423 -82 REV 1/90 File No. PE- 1423 -82 Page 6 f BEFORE SPOKANE COUNTY PLANNING DEPARTMENT IN THE MATTER OF AN EXTENSION ) OF TIME REQUEST FOR ) PE- 1423 -82 RIDGEMONT ESTATES #4 ) FINDINGS OF FACT AN APPROVED PRELIMINARY PLAT ) CONCLUSIONS AND WITH REZONE APPROVAL ZE -32 -82 ) DECISION AGRICULTURAL TO SINGLE FAMILY ) RESIDENTIAL ZONE (R -1) ) THIS MATTER, a request for an extension of time from Ken Tupper of Sullivan South Enterprises 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 plat was approved by the Hearing Examiner Committee on July 27, 1982. 3. 1f finalization of this subdivision does not occur prior to January 1, 1991, the existing zoning will be changed to the appropriate 'new zone; of the Zoning Code which may have different standards or uses than originally requested. 4. Spokane County has established specific criteria for considering the extension of time for the expiration of preliminary subdivisions, specifically for regular subdivisions, and department policy for short subdivisions. These criteria are found in Chapter III, Section G of the Spokane County Subdivision Ordinance and have been used as a basis for this decision. 5. The Comprehensive Plan designates this area of the preliminary plat as Urban, and the location is within the Priority Sewer Service Area. The Comprehensive Plan designation has changed from Suburban to Urban since the original preliminary plat approval. 6. No additional conditions have been recommended by the various reviewing agencies and departments, including the County Engineer's Office, County Health District and the Department of Building & Safety. The County Utility Department has recommended an updated condition requiring all lots to be sewered. 7. This is the fourth request for a time extension. Time extensions have been granted on: August 22, 1985 for a period of one year; December 1, 1986 for a period of two years; and December 1, 1988 for a period of two years. The total life of the preliminary plat has been approximately eight years. 8. The following facts are also relevant. a. The crossover zoning for this plat will be Urban Residential -3.5 (UR -3.5) which is consistent with the Urban category of the Spokane County Comprehensive Plan. b. The first phase of the preliminary plat, consisting of 13 lots, was finalized in April, 1990. Currently, there is a second phase in the finalization process consisting of 17 lots. c. During the eight years of preliminary approval, the applicant has not shown significant progress until 1990. 9. This extension of time is granted based upon recent progress. Progress toward finalizing the plat should be shown or future extensions will likely not be granted. Extension of Time Findings File No. PE- 1423 -82 Page 2 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. 1. The applicant has made some progress towards finalizing portions of this preliminary plat and should show substantially greater progress toward complying with Chapter III, Section G, of the Subdivision Ordinance before requesting an additional extension of time. 2. That a two year extension of time be granted until December 1, 1992 to provide additional time to finalize the plat. Total length of preliminary approval would run a total of ten years. 3. The preliminary plat remains consistent with the Comprehensive Plan of Spokane County. THOMAS VELJIC Planner I Attachment REV 1/90 DECISION BASED UPON THE ABOVE Findings of Fact and Conclusions, an extension of time request for application PE- 1423 -82 Ridgemont Estates #4 is hereby APPROVED until December 1, 1992. CONDITIONS OF APPROVAL 1. A consolidated set of updated conditions of approval is attached. 2. Subsequent extension of time will only be considered upon a finding of substantial compliance with Chapter III, Section G, of the Subdivision Ordinance; otherwise the preliminary subdivision approval will become null and void. DATED THIS , - 30 DAY OF NOVEMBER, 1990. 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. c: County Engineer County Utilities County Health District County Building & Safety Ken Tupper, Sullivan South Enterprises, 12929 E. Sprague, Spokane, WA 99216 Simpson Engineering, 909 N. Argonne Rd, Spokane, WA 99212 File PLANNING DEPARTMENT CONDITIONS (UPDATED) CONDITIONS OF APPROVAL 1. The final plat shall be designed substantially in conformance with the preliminary plat of record. No increase of density or number of lots shall occur without a change of condition application submittal and approval. That phasing of the preliminary plat is required as approved by the County Subdivision Administrator. The purpose is to distribute any impact on the public roadways and public school district over a 5 or more year finalization period. The time extension approvals may be conditioned in a manner to assure the elimination of conditions which are significantly adverse to or conditions which cause serious deterioration of public health, safety or general welfare, such as traffic safety, overcrowding of school facilities and others. The applicant shall develop subject property in conformance with the site plan presented to the Hearing Body on July 27, 1982. All aspects of the concept and proposal shall be binding on the development, including proposed use. Variations, to be approved by the Planning Director /designee, shall only be allowed to meet regulation standards and conditions of approval. Any other modification must be presented to the Hearing Body for review and approval. 5. A final plat plan name shall be indicated before the final plat is filed, such name to be approved by the Planning Director /designee. 6. Appropriate road name(s) shall be indicated. 7. Appropriate utility easements shall be indicated on copies of the proposed final plat. Written approval of utility easements by appropriate utility companies shall be received with the submittal of the final plat. 8. A plan for water facilities adequate for domestic service and fire protection shall be approved by the water purveyor, appropriate fire protection district, County Building & Safety Department and County Health District. The agencies will certify on the Water Plan, prior to the filing of a final plat, that the plan is in conformance with their respective needs and regulations. The Water Plan and certification shall be drafted on a transparency suitable for reproduction and be signed by the plat sponsor. 9. The water purveyor shall certify that appropriate contractual arrangements and schedule of improvements have been made with the plat sponsor for construction of the water system in accordance with the approved Water Plan. The time schedule shall provide for completion of the water system and inspection by the appropriate health authorities prior to application for building permits within the final plat. The arrangements or agreements shall include a provision holding Spokane County and the purveyor harmless from claims by any lot purchaser refused a building permit due to the failure of the subdivision sponsor to satisfactorily complete the approved water system. 10. The final plat dedication shall contain the following statement: "The public water system, pursuant to the Water Plan approved by county and state health authorities, the local fire protection district, County Building & Safety Department and water purveyor, shall be installed within this subdivision or binding site plan, and the applicant shall provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot and prior to issuance of a building permit for each lot." 11. No building permit will be issued for any lot within the final plat until certified by a Washington state - licensed engineer that "the water system has been installed pursuant to the approved Water Plan for the final plat," including a signed license stamp. The certification may be in the form of a letter, but is preferred to be certified on a copy of the Water Plan as a schematic map showing the "as- built" water system. 12. 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. 13. Three (3) current certificates of title shall be furnished to the Planning Department prior to filing the final plat. ( 14. J Upon filing the final plat, or a portion thereof, the zone reclassification of the final plat area shall be finalized, and the existing zone classification shall be changed to Urban Residential -3.5 (UR -3.5) (or Single Family Residential (R -1) if finalized prior to January 1, 1991) consistent with the proposed zoning approved with the preliminary plat of record. �65 That the preliminary plat approval is per the revised legal description dated July 26, 1982 to the July, 23, 1982, preliminary plat of record. 16. A survey is required prior to the filing of a final plat. 17. The final plat plan shall indicate yard setback arc lengths on cul -de -sac lots which shall meet or exceed the minimum frontage of the underlying zone of the final plat. ENGINEER'S DEPARTMENT CONDITIONS (UPDATED) 1. The conditional approval of the plat is given by the County Engineer subject to dedication of right -of -way and approval of the road system as indicated in the preliminary plat of record. 2. Plans, profiles, and cross - sections as designed to County standards showing proposed street centerline and curb grades shall be submitted to the County Engineer for approval prior to construction and/or the filing of each final plat; road plans to be prepared under the direction of a licensed Professional Civil Engineer. 3. Drainage plans and design calculations showing the alignment of drainage facilities shall be submitted to the County Engineer for approval prior to construction and /or the filing of the final plat. Drainage plans to be prepared under the direction of a licensed Professional Civil Engineer. 4. Construction within the proposed public streets and easements shall be performed under the direct supervision of a licensed engineer /surveyor, who shall furnish the County Engineer with "as- built" plans and a certificate in writing that all improvements were installed to the lines and grades shown on the approved construction plans and that all disturbed monuments have been replaced. 5. No construction work is to be performed within the existing or proposed public right -of -way until a permit has been issued by the County Engineer. All work is subject to inspection and approval by the County Engineer. 6. All construction within the existing or proposed public right -of -way is to be completed prior to filing each final plat, or a bond in the amount estimated by the County Engineer to cover the cost of construction of improvements, construction certification, "as- built" plans and monumenting the street centerlines shall be filed with the County Engineer. 7. Appropriate provision shall be made that the following- described property be held in trust until the continuation of the streets be dedicated or deeded: a one (1) -foot strip at the ends or edges of all streets that terminate or border the subdivision boundary. (Temporary cul -de -sacs are required when streets terminate at the subdivision boundaries.) 8. Individual driveway access permits are required prior to issuance of a building permit for driveway approaches to the county road system. 9. Dedication of 23 feet of additional right -of -way along Sullivan Road is required. 10. That the final plat boundary be depicted as the westerly section line of Section 25, Township 24 North, Range 44 EWM, and that the total right of way dedication from that line be shown as 43 feet. (11.) A statement shall be placed in plat dedication that no direct access be allowed from residential lots to Sullivan Road. 14• 12. Existing county roads providing direct access to the plat shall be paved and /or curbed to Spokane County standards. 13. All public roads within the plat shall be designed and constructed to Spokane County standards. Sidewalks are required along the arterials on Sullivan Road and 24th Avenue. 15. That Public Road Standard Typical Roadway Section be Section Number 2 for 16th Avenue with minimum paving width being the Access Standard, Section Number 2 for other public roads within the preliminary plat with minimum paving width being the Access Standard, and Section Number 2 for 24th Avenue with minimum paving width being the Collector Standard. 16. The proposed subdivision shall be improved to the standards set forth in Spokane County Board of Commissioners Resolution No. 80 -1592, as amended, which resolution establishes regulations for roads, approaches, drainage and fees in new construction. 17. That Sullivan Road be improved to the Typical Roadway Cross Section designed by the Spokane County Engineer for the Sullivan Road Project CRP 1679. These improvements shall be made on the east half of Sullivan Road along the westerly plat boundary. 18. That the intersection of 20th Avenue as proposed shall be located so that it is compatible with the location of the entrances to the proposed Central Valley Educational Services complex. This shall be coordinated through the office of the County Engineer. 19. That the County Engineering Department shall review and approve, per the existing operation and maintenance agreement, any and all final Plat designs and Plat dedication to assure the continued operation and maintenance of drainage facilities affecting the proposed plat. 20. No direct access to 24th Avenue from Block 10 as shown on Revised Preliminary Plat of Record. 21. Access to 24th Avenue from Lot 7, Block 1, is prohibited. 22. That sidewalks are required along 16th Avenue adjacent to the plat. 23. That a 60 foot wide easement for ingress and egress to the retention pond shall be provided across Lot 45, Block 10. The location of this easement shall be approved by the County Engineer prior to filing of the plat. UTILITY DEPARTMENT CONDITIONS (UPDATED) 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 RCW 36.94, which petition includes the owner(s)' property; and further not to object by the signing of a protest petition against the formation of a ULID by resolution method pursuant to RCW Chapter 36.94 which includes the owner(s)' property. PROVIDED, this condition shall not prohibit the owner(s) or successor(s) from objecting to any assessment(s) on the property as a result of improvements called for in conjunction with the formation of a ULID by either petition or resolution method under RCW Chapter 36.94." 2. Any water service for this project shall be provided in accordance with the Coordinated Water System Plan for Spokane County, as amended. 3. Applicant shall make connection to public sewer system. Sewer connection permit is required. Plans and specifications are to be reviewed and approved by the Utilities Department. HEALTH DEPARTMENT CONDITIONS (UPDATED) 1. 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. 2. Water service shall be by an existing public water supply when approved by the Regional Engineer (Spokane), State Department of Health. 3. 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. 4. The dedicatory language on the plat shall state: Use of private wells and water systems is prohibited." 5. Disposal of sewage effluent beneath paved surfaces is currently prohibited. SPOKANE COUNTY HEARING EXAMINER COMMITTEE FINDINGS & ORDER DATE: AUGUST 22, 1985 RE: PE- 1423 -82, RIDGEMONT ESTATES J4 ZE- 132 -82, Agricultural to R -1 1. That the sponsor is requesting a Time Extension for one year of the approved preliminary plat to divide 125 acres into 284 lots for single family dwellings. 2. That the proposal is located adjacent to and bound by 16th Avenue, Sullivan and 24th Avenue in the Spokane Valley in Section 25, Township 25N, Range 44 E.W.M., Spokane County, Washington. 3. That the item has been properly advertised in accordance with state and local regulations. 4. That the Committee has considered and evaluated the information and conditions contained in the Planning Report for this proposal. C 5. That the Comprehensive Plan designates this area as Suburban and the proposal appears generally consistent with the density and use guidelines of this category. 6. That the Committee finds the proposal compatible with existing uses in the area. . -Either the sponsor was present and there was neither anyone for nor against the proposal. 8. That the provisions of the State Environmental Policy Act have been complied with. 9. The staff is directed to assist in resolving sewer concerns in conjunction with the sponsor in the development of this plat. The staff shall explore the possibility of bonding methods for this plat as is accomplished by the City of Spokane in the West Plains area. CONCLUSIONS AND ORDER The Hearing Examiner Committee pursuant to the above findings concludes that the application for a Time Extension of preliminary plat PE- 1423 -82, RIDGEMONT ESTATES #4 and Zone Change ZE- 32 -82, Agricultural to R -1 be APPROVED for one S% - ci s year. until Sentemher 1. 19R6 in accnrdance with the Conditions of Annrnval HEARING EXAMINER COMMITTEE FINDINGS & ORDER PE- 1423 -82 VOTE: Unanimously Approved AT�T: DOUGLAS •1 ADAMS Spokane County Subdivision Administrator THE HEARING EXAMINER COMMITTEE HEREBY ATTESTS TO THE ABOVE FINDINGS AND CO C- LllsION D VOTE. Ch r son id' =14/7 c /)e, / .22 1913 DATE PE- 1423 -82, RIDGEMONT ESTATES #4 IN REFERENCE TO THE ATTACHED FINDINGS 8 ORDER, THE HEARING EXAMINER COMMITTEE ADOPTS THE FOLLOWING UPDATED CONDITIONS TOGETHER WITH PREVIOUS CONDITIONS OF APPROVAL Spokane County Utilities Department Updated 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 a ULID by petition method pursuant to RCW 36.94 which the petition includes the Owner(s) property and further not to object by the signing of a protest petition against the formation of a ULID by resolution method pursuatnt to RCW 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 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. Connection is to be made to an interim public sewer. Plans and specifications for the dry sewer . • o are to be reviewed and approved by the Utilities De art .22, 485 Date /5fl cc: # 9 File No: Name: SPOKANE COUNTY PLANNING DEPARTMENT SUBDIVISION ADMINISTRATOR FINDINGS OF FACT PE- 1423 -82 RIDGEMONT ESTATES NO. 4 1. That the preliminary plat was originally approved by the Hearing Examiner Committee in a public hearing on July 27, 1982. 2. That the zoning will be reclassified from Agricultural to R -1. 3. That the Comprehensive Plan is designated as Suburban and is within the PSSA area. 4. That since the original approval, the applicant has coordinated with the Spokane County Utilities Department concerning extension of sewer service . to the subject property. In addition, a one -year extension of time was approved on August 25, 1985. 5. That an additional condition has been recommended by County Health District with the request that conditions on the preliminary plat approval involving the allowance of on -site sewage systems be removed and the following dedicatory language be included in the plat: "A public sewer system will be made available for the plat and individual service will be provided to each tract prior to sale. Use of individual on -site sewage disposal systems shall not be authorized." 6. Public notice was given as required by the Spokane County Subdivision Ordinance and no comments were received from the public. Based on the foregoing findings, the Subdivision Administrator APPROVES an Extension of Time for two (2) years to December 1, 1988, subject to the conditions based upon Extension of Time guidelines of Subsection 2, Chapter 3, Section "G ", Spokane County Subdivision Ordinanc IPEC County Engineers County Utilities County Health District County Building & Safety EXTENSION OF TIME DECISION DO AS S. ADAMS Subdivision Administrator File No: Name: EXTENSION OF TIME REQUEST SPOKANE COUNTY PLANNING DEPARTMENT SUBDIVISION ADMINISTRATOR FINDINGS OF FACT PE- 1423 -82 ZE -32 -82 RIDGEMONT ESTATES #4 1. That the preliminary plat was approved by the Hearing Examiner Committee on July 27th, 1982. 2. That the zoning upon final plat recording be changed from Agricultural to R -1. 3. That the Comprehensive Plan is designated as Suburban. The Comprehensive Plan Landuse Designation remains the same since the original approval. 4. That since the original approval, the applicant has worked with the County Utilities Department on extension of sewer service to the proposal. The sewer system (County) which is to service this subdivision are under construction. The only economic feasible choice was to wait for sewer to become available. When sewer is available the only question remaining would be economic considerations for maketing. 5. That no additional conditions have been recommended by reviewing County Departments including; County Engineer, Utilities Department, Health District and Building and Safety Department. 6. That this is the third, request for a time extension. 7. That Extension of Time requests for subdivisions are controlled based on RCW 58.17.140 and Chapter III Section G of the Spokane County Subdivision Ordinance. That the above Section G #3 provides for Extension of Time requests to be approved which preliminary approvals are tied to public services which are not yet available and not public services that the sponsor would normally fund. Extension of Time Findings Page DECISION Based on the foregoing findings, the Subdivision Administrator APPROVES an Extension of Time for 2 years to, December 1st, 1990, subject to the following conditions. Condition of Approval 1. All those conditions of approval as attached with the original Findings and Order of July 27th, 1982, and Time Extension approvals with the modification that preliminary plat approval shall be extended to December 1st, 1990. PAUL JENSEN Assistant Subdivision "S^'istrator r t RIDGEMONT ESTATES NO. 4 REQUEST FOR EXTENSION OF TIME AUGUST 22, 1985 GENERAL INFORMATION 1. Project originally proposed as a 5 to 10 year phased development. 2. Project originally approved in August 1982, prior to existence of the Valley sewer interceptor and without knowledge of the conditions for connection to interceptor. 3. Project approval requires the construction of a working sewerage collection system and interim sewage treatment facility with provisions to connect to the Valley interceptor. WORK ACCOMPLISHED 1. Extensive preliminary utility layouts and cost estimates to evaluate the feasibility of various phasing alternatives. 2. Coordination with County Utilities staff concerning the extension of sewer service to the area of the project. PROBLEMS 1. Poor market conditions during most, if not all, of the time period since the 1982 project approval have made the development of projects requiring large front -end expenditures unfeasible. 2. County requires that a General Facility Charge (GFC) of $725 be paid for each connection utilizing the Valley interceptor. There is no practical way for a developer to collect a GFC from homeowners who are converted from an interim treatment system to the Valley interceptor. 3. Project feasibility depends on availability of public sewerage facilities immediately adjacent to site. Although public facilities now exist at the intersection of Sullivan and 16th, they are not usable until additional collection lines and a pump station can be constructed. These additional facilities are proposed in the County Utilities 1986 construction budget. CONCLUSIONS 1. Project will be feasible and can proceed when development can occur without the use of interim sewage treatment facilities and without the expense of significant off -site collection facilities intended for area -wide use. VICINITY MAP ADAMS FLEM I GRAVITY SEWER, PRE MAIN (ProposeedPiniP TION 1986 ` Utilities Budget) 5PRAGJE AVENUE II r s VALLEY SEWER INTERCEPTOR (Completed 1984) /6 - AVENUE PUMP STATION �NI 0 - - -1 Ty7RAL1 J VALLEY thole 1 GRAVITY SEWER AND c/vooL.l PRESSURE MAIN (Completed 1984 as part of Sullivan Road Paving Project) V f Shelley Lake PROJ ECT SITE RIDGEMONT ESTA-v Es No 4 STAFF REPORT July 22, 1982 TO: SPOKANE COUNTY SUBDIVISION NEARING EXAMINER COMMITTEE FROM: SPOKANE COUNTY PLANNING DEPARTMENT STAFF RE: PRELIMINARY SUBDIVISION AND ZONE RECLASSIFICATION PE 1423-82, RIDGEMONT ESTATES No. 4 ZE -32 -82 AGRICULTURAL to R -1 and AGRICULTURAL SUBURBAN I. GENERAL INFORMATION A. SPONSOR: 928 -1991 SURVEYOR /ENGINEER: 534 -1410 Sullivan South Enterprieses Inland Pacific Engineering E. 12929 Sprague Avenue S. 25 Altamont Street Spokane, WA 99216 Spokane, WA 99202 B. LOCATION: The proposal is located adjacent and bound by 16th Avenue, Sullivan Road and 24th Avenue. C. PROPOSAL: The sponsor proposes to divide 139 acres into 285 single - family residential lots; lot sizes ranging from 10,000 sq.ft. up to 1+ acre lots. The existing Agriculutral zone is proposed to be changed to R -1 for the 139 acres, except lots 35 -40 and 42 -45 of Block 10 which are proposed to be Agricultural Suburban zoning. II. SITE /VICINITY INFORMATION A. Site Size 13X9 acres B. Site Characteristics The site is a generally flat, undeveloped parcel currently in Agricultural cultivated use. It is bounded on three sides by paved streets, 16th Avenue on the north, Sullivan Avenue on the west, and 24th Avenue on the south, and on the east by the "Ridgemont Bluff" ridge, which rises quickly in elevation approximately 100+ feet. C. Community Characteristics The proposal site abutts a neighborhood called Rotchford Arce Tracts to the north which consists primarily of single - family residences on one acre lots, most of which have horses. To the east and on the ridge overlooking this site is a neighborhood called Ridgemont Estates, which consists of single - family residential develop- ment on lots of approximately 1/2 acre in size. South of the proposed development is the residential neighborhood of Timberlane. Typical lots range from 13,500 square feet to 21,000 square feet. The land west of Sullivan Road is presently under cultivation, however, Central Valley School District has proposed the development of their Educational Service Center for 15 acres of this land from 16th Avenue to 20th Avenue if extended. In summary, this site is surrounded on three sides by existing single - family residential neighborhoods. The proposal constitutes "fill -in" by creating another residential neighborhood of 139 acres within this exist- ing community. - D. Existing Zoning Site - the existing zoning of the proposal site is Agricultural established in 1942. North - The existing zone classification is Agricultural Suburban, established in 1973. (Rotchford Acre Tracts.) West - the existing zone classification is Agricultural, established in 1942. South - the existing zone classification is R -1 established in 1968 (Timberlane Subdivisions); and Agricultural, established in 1942 East - the existing zone classification is R1 established in 1975. (The original Ridgemont Estates.) STAFF REPORT, July 22, 32 PS- 1423 -82 II. SITE /VICINITY INFORMATION (Coat) SR -G16 /r E. Proposed Zoning Propose to change the Agricultural zoning to R -1, except propose Agricultural Suburban zoning on lots 35 -40 and lots 42 -45, block 10. F. Existing Land Use Site - the site is vacant, currently being cultivated for agricultural purposes. North - Single - family residential neighborhood on one acre lots. West - predominantly undeveloped under agricultural use with few residences. South - single - family residential neighborhood. East - single- family residential neighborhood. G. Proposed Land Use Propose single - family residences. H. Proposed Lot Sizes Lot size range from 10,000 square foot to over one acre in size. Specifically, the preliminary plat proposes: 115 - 10,000 square foot or larger lots adjacent and east of Sullivan Road that involve 27% of the site. 109 - 12,500 square foot to 20,000 square foot lots through the center of the site and one row of lots along 16th and 24th Avenues that involve 34% of the site. 61 -1/2 acre and larger lots in the remaining east portion of the site, which involves 39% of the site. I. Number of Lots 285 - single - family residential lots. J. Density The overall or average gross density is 21,245 square foot lot size (number of lots divided into the total acreage - -139 acres divided by 285 = .48 acres /lot). The overall or average net density is 19,120 square foot lot size (number of lots divided into the total acreage minus 10% for roads - - -139 acres minus 13.9 acres for roads divided by 285 = .44 acres /lot). K. Design of Proposal Existing Timberlane is proposed to extends north from 24th Avenue through the site in a curvilinear manner and connects to 16th Avenue Existing Limerick Road is proposed to be extended south and west through the site from 16th Avenue and connects as the only access onto Sullivan Road on alignment with 20th Avenue extended from the west. These two proposed roads form an "X" type circulation pattern through the site. The proposal design also employes 13 cul -de -sac's to create "non - through" traffic patterns for safe residential areas and 6 of these are used to assure no access onto Sullivan Road. Both 16th and 24th Avenues have individual driveway access from lots proposed along these avenues. L. Development Timing The sponsor proposes to phase the development of this preliminary plat, in part, as a means of mitigating increased popula- tion and traffic impacts on the existing public facilities and services. The phasing would be for a 5 to 10 year period depending on the local economy and its housing market. STAFF REPORT, July 22, 32 PE- 1423 -82 II. SITE /VICINITY INFORMATION (Cont) M. Circulation County Engineering Department is recommending that 23 feet be added to the Sullivan Road right -of -way and that no direct access from the lot along Sullivan Road be allowed to assure proper safety for a major arterial, and that all roads be constructed to county road standards. Recognizing the additional traffic this proposal will create once developed, Sullivan will have ample capacity for this future traffic. Sullivan Road from 16th Avenue to Sprague Avenue is currently in the final engineering design stages and pending approval of these road plans "Letting of bids" for construction of Sullivan Road improvements will take place in Fall 1982 with construction taking place in 1983. Current road plans are for 4 lanes from 16th to Sprague with a signal (in the future) at 16th and Sullivan intersection. N. Drainage Plan The County Engineering Department is recommending the standard condition for a licensed engineer to develop a drainage plan to assure conformance to County and State laws regarding surface run -off, all prior to finalizing this preliminary plat. 0. Sewage Disposal The County Utilities Department is recommending that an interim sewer system be required per the Wastewater Management Plan, and that a sewer system be designed by a licensed engineer and approved by County Utilities Department prior to finalizing this preliminary plat. The location of sewer pump station(s), the point of connection to the Valley Sewer Trunkli.ne and the proposal's sewer system design will all need to be engineered and coordinated. In addition, the County Utilities Department has made the following findings: 1. A 285 lot subdivision (phased or not phased) is large enough to support sewer operation and maintenance costs without deficits prior to full development. 2. The eminance of the Valley interceptor suggests that immediate sewer hook up to an interim system would cause the least amount of dis- turbance to houses and lots within this proposed plat. The future sewer connection to the Valley interceptor would take place by connecting the interim sewer system rather than making a connection on each lot. 3. The topographical features of the project suggest that local sewer collection lines should be designed and constructed with the propos- ed subdivision (or each platted phase) as well as designing the sewer collector line which will connect this project with the Valley interceptor. This will allow proper location of local lift stations, force mains and other sewer lines if needed as a part of a permanent system. The Spokane County Health District also recommends the installation of a "wet" sewer system which could readily connect to an expanded public sewage treatment and disposal facility. P. Water Supply Vera Water & Power indicate they are willing and able to serve this proposal. Standard conditions are being recommended to assure that Water Plans are developed by the proponent and for approval by the County, Health Department, and Fire District. SR -G17 /r 29 STAFF REPORT, July 22, 32 PE- 1423 -82 II. SITE /VICINITY INFORMATION (Cont) Electrical Service Power will be served by Vera Water & Power. Fire Protection Fire District No. 1 is requesting a condition to assure proper fire flow and fire hydrants prior to the preliminary plat being finalized. The Standard Water Plan condition is being recommended. S. Schools Central Valley School District No. 356 estimates that this proposal, when developed, will produce approximately 108 students K thru 6th grade; 54 students 7th thru 9th grade; 54 students 10th thru 12th grade. They anticipate the school facilities will accommodate these new students, recognizing the proposal will be developed in phases. The District Planner recommends two pedestrian crosswalks at controlled intersections (note: County Engineering Department is planning a con- trolled intersection at 16th and Sullivan). And, also recommends side- walks within the proposal for the safety of school children during the dark of winter days with plowed snow. T. Parks The report "Planning for Parks" (revised 1976) indi- cates that this proposal is within Shelley Lake neighborhood, which shows a proposed neighborhood park associated with a proposed elementary school northeast approximately half way between this proposal and Shelley Lake. The County Parks Department did not forward any recommendations. U. Cultural /Historic Resources None have been identified. V. Agricultural Summary The proposal site has been designated as Subur- ban category on the Spokane County Comprehensive Plan which precludes retaining agricultural land uses in favor of residential development. III. COMPREHENSIVE PLAN Q. R. SR -G1R /r A. The Proposal The sponsor has submitted a redesign of his proposal which is designed to conform to the Comprehensive Plan, particularly regarding the "transition policy ". The sponsor has identified a number of goals, objectives and decision guidelines of the Plan TEXT which they feel are supportive of this proposal: Comprehensive Plan Text Introduction, Page 10 - Section 2, Page 3 - Page 4 - Page 12 Page Page Section 10, Page Page Page 9 Page Section 12, Page Page Section 22 Page Page Page 4 13 14 5 6 10 2 3 2 3 - Transition Area G.2.1, Ob.2.1.a., D.G.2.1.1. G.2.1., Ob.2.1.b., Ob.2.1.c., D.G.2.1.3. Ob.2.1.d., D.G.2.1.4. - - G.2.5., Ob.2.5.a., Ob.2.5.b., Ob.2.5.c., D.G.2.5.3., D.G.2.5.3. - - G.2.5., Ob.2.5.d., Ob.2.5.e. - - G.2.6., Ob.2.6.a., D.6.2.6.1. -- G.10.1., D.G.10.1.6. - - G.10.1., Ob.10.1.d., Ob.10.1.f., D.G.10.1.7., D.G.10.1.8, D.G.10.1.9 - - G.10.1., Ob.10.1.k., Ob.10.1.1., D.G.10.1.16, Ob.10.1.m., D.G.10.1.18 6.10.1., Ob.10.1.o., D.G.10.1.19 6.12.1., Ob.12.1.c., Ob.12.1.f., D.G.12.1.3 6.12.1., Ob.22.1.g. G.22.1., Ob.22.1.a., Ob.22.1.b., D.G.22.1.1. G. 22.1., Ob.22.1.d., Ob.22.1.e., D.G.22.1.4. D.6.22.1.5 G.22.2, Ob.22.2.a., D.G.22.2.1., Ob.22.2.c. STAFF REPORT, July 22, 52 PE- 1423 -82 III. COMPREHENSIVE PLAN (Cont) SR -G19 /r B. Map Category is SUBURBAN The easterly 40% of the proposal complies with the intent of this category regarding the level of services, aesthetics, and density. C. Transition Area Sullivan Road is the boundary between the URBAN category and the SUBURBAN category. The Comprehensive Plan has a dis- cretionary policy which allows for transition, in this case, from the density of URBAN to the density of SUBURBAN, as determined by the Hearing Examiner Committee. The proposal site is within the SUBURBAN category and on its west boundary at Sullivan Road is URBAN; therefore, the pro- posal is in the "Transition Area ". The preliminary plat design proposes transition from 10,000 square ft. lots at the west poriton of the proposal to 1/2 acre lots and larger at the east protion of the proposal, and transition is accomplished midway in the proposal. D. Fill -In This project constitutes Comprehensive Plan and the 201 Plan and proposed public services and facilities. E. Variety of Lifestyle This proposal choice of lot sizes ranging from URBAN relative lifestyles associated with the primarily four basic lot sizes - -- 10,000 ( +-) sq. ft.,. a few 1 acre lots. • 31 "fill -in" for both the an efficient use of existing and will provide the public with a to SUBURBAN (transition) and the different lot sizes. There are sq. ft., 12,500 sq. ft., 22,000 F. Buffering There is no need for buffering since the proposed land use is single- family dwellings on varying sized lots surrounded on three sides by existing single - family dwellings on varying sized lots. The proposal's design has allowed for similar sized lots on the south and east as already exist, and has proposed lots at the north with similar frontages (but without the same lot depth as exist north of 16th Avenue). No buffering to the west is needed since it exists as a cultivated field. G. Utilities The proposal intends to have utilities in the street and all utilities will be available and /or per recommended conditions of approval. H. Sidewalks Sidewalks are to be installed along Sullivan Road and 24th Avenue per County Road standards. I. Water Quality Both storm water (or surface run off) and sewage effluent are being managed per recommended conditions of approval that comply with the Board of County Commissioners adopted policy for protect- ing the aquifer. J. Waste Water Management Plan The proposal lies within the Priority Sewer Service Area, therefore, an interim sewerage treatment will be required as approved by the County Utilities Department - - -a system that complies with the policies for protection of the Spokane Valley Aquifer. K. Energy Management The proposal complies with conservation of energy by fill -in development and using existing public facilities and services. Also, over 75% of the lots in the proposal are oriented so as to accommo- date passive or active solar type residential units if the sponsor chooses to provide for an Energy Plan and /or design. STAFF REPORT, July 22, 2 PE- 1423 -82 III. COMPREHENSIVE PLAN (Cont) SR -G20 /r L. Transportation The proposal is adjacent to existing established arterials and roadways and is recommended to be conditioned for road improvements that meet the circulation policies of the plan. M. Summary The proposal significantly conforms to policies of the Plan. IV. ENVIRONMENTAL REVIEW A. Environmental Checklist An Environmental Checklist was submitted by the sponsor and reviewed by the Planning Department Staff. No significant adverse environmental impacts were judged to exist that were not being mitigated by the proposal or mitigated by recommended conditions of approval. B. Checklist Evaluation Due to the size and location of the proposal, staff evaluated this proposed declaration for two criteria: First; Is there enough information available to make a determination of impacts? and; Second; Will the preliminary plat, as designed and proposed and as conditioned for approval, mitigate the identified impacts? It was determined that ample information is available such as the Environ- mental Impact Statements for the Comprehensive Plan, the 201 Plan, and for individual projects in the vicinity of the proposal; therefore, there is not a need for an Environmental Impact Statement to provide additional information. Regarding the mitigation of potential impacts caused by the proposal on the environment; the proposal is designed and conditioned to conform to the plans, policies, and regulations of Spokane County, therefore, the proposal would not need an Environmental Impact Statement to discuss the alternative means of mitigating said impacts. Slight adverse environmental impacts the following categories: earth, air, water, flora, fauna, material resources, population, services, utilities, and energy. were identified on the checklist in noise, light and glare, land use, transportation /circulation, public In summary, since there is ample information and the preliminary plat is mitigating its impacts by complying with plans, policies, and regulation of the County, the County Subdivision Administrator issued a "proposed" Declaration of Non - Significance, which was circulated for the required 15 days to other agencies of jurisdiction. C. Hearing Examiner Committee Decision The Hearing Examiner Committee will need to evaluate the public testimony if additional environmental information is given and evaluate the conclusion of staff to decide whether a "Final" Declaration of Non - Significance is appropriate. ' V. LEAD AGENCY CONCLUSIONS /RECOMMENDATIONS A. Zoning The proposed Single - Family Residential (R -1) zoning for all of the lots except the 10 lots in the northeast corner proposed for Agricultural Suburban zoning is found to be compatible with the surround- ing existing zoning and appropriate for the land uses proposed. STAFF REPORT, July 22, ;2 PE- 1423 -82 V. LEAD AGENCY CONCLUSIONS /RECOMMENDATIONS (Cont) B. Land Use The proposed single - family dwellings ( "stick built ") is found to be compatible with the existing single - family dwellings on all sides of the site. SR -G21 /r C. Comprehensive Plan The east 40%, of the proposal is in compliance with the SUBURBAN category of the Plan. The west 60% is in "transition" from Urban density to Suburban density and will require a judgement by the Hearing Examiner Committee; if the committee finds the proposed "tran- sition design" to be appropriate for this vicinity, then the entire proposal is in compliance with the Plan's purpose and intent. D. Recommendations In considering: 1. That the site will physically accommodate the proposal as designed; 2. That the basic residential services (power, phone, water, fire protection, schools, etc.) are available and recommended to be conditions of approval; 3. That a public sewer system is possible to install and recommended to comply with the 201 Plan to protect the aquifer; 4. That the roads and streets in the vicinity are paved and are being improved to accommodate the existing and the future vehicular traffic; specifically Sullivan Road; 5. That the preliminary plat design has lot sizes or frontages that are compatible with the adjacent existing residential lots around the proposal; 6. That the purpose and intent of the plan, assuming the "transition Design" is found appropriate, is being complied with; 7. That public testimony has yet to be taken, but staff assumes all issues have been anticipated and has recommended condition of approval accordingly. Therefore, staff recommends this preliminary plat be APPROVED with the recommended conditions of approval and that a "Final" Declaration of Non - Significance be issued. VI. CONDITIONS If approval is granted, the following conditions are recommended. PLANNING CONDITIONS 1. That the plat be designed as indicated on the preliminary plat of record and /or attached sheets as noted. 2. That the preliminary plat be given conditional approval for three (3) years to August 1, 1985. The applicant may request a one (1) year Exten- sion of Time by submitting a written request forty -five (45) days prior to the above expiration date. Such applications should demonstrate the progress made toward finalizing this preliminary plat. If a Time Exten- sion is not requested in a timely manner or a Time Extension is not granted, then the preliminary plat approval is NULL & VOID. 33 STAFF- REPORT, July 22, 32 PE- 1423 -82 VI. CONDITIONS (Cont) SR -G22 /r PLANNING CONDITIONS 3. That phasing of the preliminary plat is required as approved by the County Subdivision Administrator. The purpose is to distribute any impact on the public roadways and public school district over a 5 or more year finalization period. NOTE: Time Extensions will be necessary, since more than 3 years are needed to finalize this preliminary plat; but Extensions are not guaranteed and additional conditions may be added by the Hearing Examiner Committee as recommended by the reviewing agencies. 4. That Time Extension approvals the elimination of conditions conditions which cause serious general welfare, such as traffi and others. 7. That a name be indicated before approved by the County Assessor 8. That appropriate street names Subdivision Administrator. 34 may be conditioned in a manner to assure which are significantly adverse to or deterioration of public health, safety or c safety, overcrowding of school facilities 5. That the provisions of SEPA's NOTICE OF ACTION pursuant to Chapter 43.21C.080 RCW be initiated by the project applicant within thirty (30) days of final disposition of this application, and prior to any on -site improvements unless the applicant(s) /sponsor(s) chooses to file a notarized Waiver of Notice of Action with the Spokane County Planning Department. 6. That each phase of this proposal be in substantial conformance with the preliminary plat of record as approved by the Hearing Examiner Committee. Minor variations, when approved by the County Subdivision Administrator, will be permitted, while variations not so approved are to be heard by the Hearing Examiner Committee as "change of conditions" in a public hearing. each final plat is filed; such name to be and the County Subdivision Administrator. be indicated, and approved by the County 9. That appropriate utility easements be indicated on copies of the approved preliminary plat or particular phase of it, for distribution to the Planning Department, County Engineers Department, County Health District, and the utility companies. Written approval of the easements by the utility company must be received prior to the submittal of the final plat. 10. Pursuant to the provisions of Chapter 43.21C RCW, the SEPA Guidelines (WAC 197 -10) and the Spokane County Environmental Ordinance (SCEO), a proposed declaration of non - significance has been issued at least fifteen (15) days prior to this date; the official file, written comments and /or public testimony contain information regarding assessment of the pro- posal's adverse impacts to the physical environment; a finding is hereby made that no potentially significant adverse impacts upon the physical environment are anticipated as a result of this project; and a final declaration of non - significance is hereby to be issued. STAFF REPORT, July 22, 32 PE- 1423 -82 VI. CONDITONS (Cont) PLANNING CONDITIONS (Cont) SR -G23 /r 11. That the plan for water facilities adequate for fire protection be approved by the water supplier and fire protection district. Said water plan must also have been approved by the appropriate health authorities. The health authorities, water supplier (purveyor), fire protection dis- trict, and County Building & Safety Department will certify, prior to the filing of each phase of the final plat, on the face of said water plan that the plan is in conformance with their requirements and will ade- quately satisfy their respective needs. Said water plan and certi- fication will be drafted on a transparency suitable for reproduction. The purveyor will also certify prior to the filing of the final plat on a copy of said water plan that appropriate contractual arrangements have been made with the plat sponsor for construction of the water system, in accordance with the approved plan, and in accordance with a time schedule. The time schedule will provide, in any case, for completion of the water system and inspection by the appropriate health authorities prior to application for building permits within the plat. The contractual arrange- ments will include a provision holding Spokane County and the purveyor harmless from claims by any lot purchaser refused a building permit due to the failure of the plat sponsor to satisfactorily complete the approved water system. Each 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 County Building & Safety Department, 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. 12. That a current certificate of title be furnished the Planning Department prior to the filing of the final plat. 13. That a statement be placed in the dedication of each final plat to the effect that: "no more than one dwelling unit be placed on any one lot, nor shall any lot be further subdivided for the purpsoes of creating additional lots or building sites without first filing a replat." 14. That upon filing of each Final Plat the existing Agricultural zone classi- fication shall be changed to R -1, except Lots 35 -40 and 42 -45 of Block 10 which shall be changed to Agricultural Suburban. ENGINEER CONDITIONS 1. That conditional approval of the plat is given subject to dedication of right -of -way and approval of the road system as indicated in the pre- liminary plat of record and as approved by the County Engineer. 2. That plans, profiles, and cross - sections as designed to County standards showing proposed street centerline and curb grades be submitted to the County Engineer for approval prior to construction and /or the filing of a final plat; road plans to be prepared under the direction of a licensed Professional Civil Engineer. 2 5 STAFF REPORT, July 22, 32 PE- 1423 -82 VI. CONDITIONS (Cont) SR -G24 /r ENGINEER CONDITIONS (Cont) 3. That drainage plans and design calculations showing the alignment of drainage facilities be submitted to the County Engineer for approval prior to construction and /or the filing of the final plat. Drainage plans to be prepared under the direction of a licensed Professional Civil Engineer. County Health District approval is also required of the drain- age plans since drainage may effect the community drainfield sites. 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 certi- ficate in writing that all improvements were installed to the lines and grades shown on the approved construction plans and that all disturbed monuments have been replaced. 5. No construction work is to be performed within the existing or proposed public right -of -way until a permit has been issued by the County Engineer. All work is subject to inspection and approval by the County Engineer. 6. All construction within the existing or proposed public right -of -way is to be completed prior to filing plat or a bond in the amount estimated by the County Engineer to cover the cost of construction of improvements, construction certification, "As Built" plans, and monumenting the street centerlines shall be filed with the County Engineer. 7. That appropriate provision be made that the following described property be held in trust until the continuation of the streets be dedicated or deeded. A 1 -foot strip at the ends or edges of all streets that termi- nate or border each plat boundary. (Temporary cul -de -sacs are required when streets terminate at the plat boundaries.) 8. A statement must appear in the dedicatory language of each plat that: "Individual driveway access permits will be required prior to issuance of a building permit for driveway approaches to the County road system." 9. Dedication of 23 ft. additional right -of -way along Sullivan Road. 10. That the final plat boundary be depicted as the westerly section line of S25, T25N, R44 EWM, and that the total right -of -way dedication from that line be shown as 43 feet. 11. A statement shall be placed in each plat dedication that: "No direct access be allowed from residential lots to Sullivan Road ". 12. Existing County roads providing direct access to the plat shall be paved and /or curbed to the Spokane County Standards. 13. That all public roads within each Final Plat be designed and constructed to Spokane County Standards. 14. That sidewalks are required along the arterial(s) on Sullivan Road and 24th Avenue. 36 STAFF REPORT, July 22, i 82 PE- 1423 -82 VI. CONDITIONS (Cont) SR -G25 /r ENGINEER CONDITIONS (Cont) 15. That Public Road Standard TYPICAL Roadway Section be: Section Number 2 for 16th Avenue with Minimum Paving width being the Access Standard, Section Number 2 for other public roads within the preliminary plat with Minimum Paving width being the Access Standard, and Section Number 2 for 24th Avenue with Minimum Paving width being the Collector Standard. 16. The proposed plat shall be improved to the standards set forth in Spokane County Board of County Commissioners' Resolution No. 80 -1592, as amended, which establishes regulations for roads, approaches, drainage, and fees in new construction. 17. That Sullivan Road be improved to the TYPICAL Roadway Cross Section designed by the Spokane County Engineer for the Sullivan Road Project CRP 1679. These improvements shall be made on the east half of Sullivan Road along the westerly plat boundary. 18. That the intersection of 20th Avenue as proposed shall be located so that it is compatible with the location of the entrances to the proposed Central Valley Educational Services complex. This shall be coordinated through the office of the County Engineer. UTILITY CONDITIONS 1. The owner, his heirs and successors shall join and participate in any petition or resolution which purpose is the formation of a utility local improvement district (ULID) pursuant to RCW Chapter 36.94, as amended. The owner, his heirs and successors shall further agree not to oppose or protest any legal assessments for any utility local improvement district (ULID) established pursuant to RCW Chapter 36.94, as amended." Each plat dedication is to include this statement. 2. Any water service for this project shall be provided in accordance with the Coordinated Water System Plan for Spokane County. 3. An interim public sewer system is required. Plans and specifications for the interim system and the future connection to the Valley Intercept shall be reviewed and approved by the County Utilities Director prior to signing the final plat. HEALTH CONDITIONS 1. A combined surface water and sewage disposal detailed plan shall be approved by the County Engineer and the Health District prior to any phase being finalized and the issuance of any building permit for this project. 2. Water services shall be by an existing public water supply when approved by the Regional Engineer (Spokane), State Department of Social & Health Services. 37 STAFF REPORT, July 22, .2 PE- 1423 -82 VI. CONDITIONS (Cont) SR -G26 /r HEALTH CONDITIONS (Cont) 3. Prior to filing of any 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. The dedicatory language on the plat shall state: "Use of private wells and water systems is prohibited." 4. Disposal of sewage effluent beneath paved surfaces is currently pro- hibited. 38 TO: FROM: RE: SR -JI /r July 27, 1982 ADDENDUM TO STAFF REPORT July 22, 1982 SPOKANE COUNTY SUBDIVISION HEARING EXAMINER SPOKANE COUNTY PLANNING DEPARTMENT STAFF PRELIMINARY SUBDIVISION AND ZONE RECLASSIFICATION PE 1423 -82, R.IDGEMONT ESTATES No. 4 2E -32-82 AGRICULTURAh to R -1 I. GENERAL INFORMATION 1 COMMITTEE NOTE: Due to testimony presented to the Hearing Examiner Committee at the July 22, 1982 public hearing, the Hearing Examiner Committee unanimously moved to refer the application back to the Spokane County Planning Department Staff to work with the sponsor and the public regarding the: 1. Driveway ingress and egress of lots along 24th Avenue (as a redesign); 2. Surface Drainage Retention Pond operation and maintenance (as a redesign); 3. 16th Avenue improvement standards; and 4. Phasing of the development. Therefore, the July 22, 1982 STAFF REPORT has been amended per this July 27, 1982 ADDENDUM and that these amendments represent the results of a meeting Friday, July 23, 1982 with the sponsors, Ken Tupper and Jerry Niel; their agent, Dwight Hume; their surveyor, Pat Moore; Spokane - County Engineering Staff, Gary Nelson and Bob McCann; Spokane County Utilities, Jim Legat; and the Spokane County Subdivision Administrator. The July 22, 1982 ADDENDUM is hereby withdrawn and not considered part of the staff recommendations, but remains as public record to the July 22, 1982 Hearing. C. PROPOSAL Per the 7/23/82 Revised Preliminary Plat, the sponsor proposes to divide 125 acres into 284 single- family residential lots; lot sizes ranging from 10,000 square feet up to 1/2 acre lots. The existing Agricultural zone is proposed to be changed to R-1. (Note: this proposal includes a redesign of the preliminary plat which excludes the Surface Drainage Retention Pond from the preliminary plat.) A new legal descrip- tion dated July 26, 1982 has been submitted for this application. II. SITE /VICINITY INFORMATION E. Proposed Zoning Propose to change the existing Agricultural zoning to R -1. (Note: The request for Agricultural Suburban zone reclassification has been withdrawn. July 27, 1982, ADDENDUM PE-1423-82 STAFF REPORT - July 22, I9n2 II. SITE /VICINITY INFORPIATION (Cont) H. Proposed Lot Sizes Lot size range from 10,000 square feet to 1/2 acre as shown on the 7/23/82 Revised Preliminary Plat of Record. I. Number of Lots 284 single - family residential lots. J. Density The overall or average ross density is 19,172 square foot lot size (number of lots divided into the total acreage - - -125 acres divided by 284 = .44 acres /lot. The overall or average net density is 17,254 square foot lot size (number of lots divided into the total acreage minus 10% for roads -- -125 acres minus 12.5 acres for roads divided by 284 = .40 acres /lot). K. Design of Proposal Additionally, the 7/23/82 Revised Preliminary Plat has been designed with two cul -de -sacs to prevent direct lot access onto that portion of 24th Avenue with a grade. The sponsor proposes restrictive convenants to require circle - driveways on Lots 1 thru 6 of Block 1. SR -J2 /r L. Development Timing Additionally, the sponsor indicates that phasing of the project will be contiguous, each phase to the other, and the loca- tion of the first phase will depend on the type interim public sewer system approved by the Spokane County Utilities Department and the ability to construct a portion of the approved roadways with this sewer system design. This will allow the remaining undeveloped portion of the pre- liminary plat to be cultivated or grazed, thereby continued management of this land. M. Circulation Additionally, the County Engineer's Department has reviewed the above- referenced preliminary plat. The revisions as pro- posed appear to satisfy the concerns which were expressed at the public hearing of July 22, 1982. As proposed, Lots 1 thru 6, Block 1, will have direct access to 24th Avenue. Road grades in this section of 24th Avenue are very flat. The transition in the terrain and road grade between Sandra Drive and Timber- land Drive and the associated adequate sight distance will permit safe access to 24th Avenue. The circular drives as proposed by the sponsor will enhance ingress to and egress from these lots. The County Engineer is requesting that access to Lot 7, Block 1, be from the proposed l'i.mber- lane Drive and that access to 24th from this lot be prohibited. All of the lots in Block 10 will have interior frontage and will not access 24th Avenue. Access to 24th Avenue from Lot 1 of Block 10 should be prohibited, as recommended. 16th Avenue functions as a local access street. It is presently 30 feet in width and serves Rotchford Acre Tracts as well as a number of segre- gated parcels to the east. Typical Roadway Section Number 2 has been designated by the County Engineer. The applicant will be responsible for the construction of additional roadway (approximately 6 feet) and curbing along the north boundary of the plat fronting on 16th. This addition will then make 16th Avenue a total of 36 feet wide. 2 July 27, 1982, ADDENDUM . PE- 1423 -82 ' STAFF REPORT - July 22, 1982 II. SITE /VICINITY INFORMATION (Cont) M. Circulation (Cont) Because of the close proximity of this proposal to Central Valley High School, the County Engineer is recommending that sidewalks be required along 16th Avenue. This will mitigate potential vehicular pedestrian conflicts along that roadway. Regarding the public testimony regarding water from springs which cause ice conditions on 24th Avenue, the sponsor•indicates that Vera Water had a broken watermain and it has since been repaired. N. Drainage Plan Additionally, the .sponsor proposes to exclude the Storm Drainage Retention Pond from the preliminary plat as shown on the 7/23/82 Revised Preliminary Plat of Record. The County Engineering Department indicated that the proposed lot line revision for Lots 33 thru 45, Block 10, and the exclusion of the Stormwater Retention Pond from the plan appears to create a land use situation which will contribute to the perpetuation of the Rentention Pond site. It is recommended that an ingress and egress easement be provided across Lot 45, Block 10. This will assure future access to the pond for maintenance and upkeep. The Planning Department staff notes, that by excluding the Retention Pond from the preliminary plat will cause this property to retain its existing Agricultural Zone which will allow continued practice of controlled grazing of animals to assure proper maintenance and thereby operation of this drainage facility per the Operation and Maintenance agreement with Spokane County. • SR -J3 /r 0. ‘Sewage Disposal 1. Amend the number of lots to 284. Additionally, Spokane County Health District wishes to clarify their recommendation to exclude the term "wet" and intends to indicate support to the County Utilities Department that a public interim sewer system should be required to allow immediately connection to an expanded public sewage treatment and disposal facility when available. S. Schools Additionally, after considering the public testimony and re- evaluating the County Engineering Department with concurrence by the sponsor that because of the close proximity of this proposal to Central Valley High School, the County Engineer is recommending that sidewalks be required along 16th Avenue. This will mitigate potential vehicular pedestrian conflicts along that roadway. V. Agricultural Summary Additionally, the sponsor indicates that by phasing this development in a contiguous manner, the existing agricul- tural activities' will be able to continue until the last phase of this project is finalized and developed. 3 July 27, 1982, ADDENDUM PE•-1423 -82 . STAFF REPORT - July 22, 1982 III. COMPREHENSIVE. PLAN C. Transition Area Eliminate reference to "and larger lots of the east portion of the proposal ", the redesign has proposed approximately 1/2 acre lots. H. Sidewalks Additionally, sidewalks are to he installed along 16th Avenue. VI. ENVIRONMENTAL REVIEW The 7/23/82 Revision to the Preliminary Plat of Record does more to mitigate potential impacts; therefore, the proposed declaration of non-significant stands per the original recommendation. V. LEAD AGENCY CONCLUSIONS /RECOMMENDATIONS A. Zoning The R -1 zoning proposed is found to be compatible with the existing zoning around the proposal. Retaining the existing Agricultural zoning on the Retention Pond by excluding this area from the preliminary plat will better serve the operation and maintenance �f the Drainage facility. D. Recommendations 7. (Re- worded) That the public testimony as taken July 22, 1982 has identified specific road and traffic related problems along 24th Avenue has been eliminated with the redesign of the preliminary plat. 8. That the proposal is required to be phased to mitigate impacts on the public facilities and services (such as roadways and schools). 9. That the problem regarding the operation and maintenance of the Surface Drainage Retention Pond have been resolved. VI. CONDITIONS If approval is granted, the following conditions are recommended. PLANNING CONDITIONS 9. (Re- worded) That appropriate utility easements and drainage easements be indicated on copies of the approved preliminary plat or particular phase of it, for distribution to the Planning Department, County Engineers Department, County Health District, and the utility companies. Written approval of the easements by the utility company must be received prior to the submittal of the final plat. 14. (Re- worded) That upon filing of each Final Plat the existing Agricul- tural zone classification shall be changed to R -1 for that Final Plat. 15. That the preliminary plat approval. is per the revised legal description dated July 26, 1982 to the (7/23/82 Revised) Preliminary Plat of Record. SR -J4 /r 4 July 27, 1982, ADDENDUM ' PE- 1423-82 STAFF REPORT - July 22, 1 »2 VI. CONDITIONS (Cont) SR -J5 /r PLANNING CONDITIONS (Cont) 16. That a 50 foot wide easement between Lots 23 and 24 (or as approved by the Spokane County Subdivision Administrator) shall be provided for access to the adjacent property to the east (currently the Renz Farmsted) to assure access for any future development or subdivision of this land in the future. ENGINEER CONDITIONS 19. That the County Engineering Department shall review and approve, per the existing operation and maintenance agreement, any and all Final Plat designs and Plat dedication to assure the continued operation and mainte- nance of drainage facilities affecting the proposed plat. 20. No direct access to 24th Avenue from Block 10 as shown on Revised Prelim- inary Plat of Record. 21. Access to 24th Avenue from Lot 7, Block 1, is prohibited. 22. That sidewalks are required along 16th Avenue adjacent to the plat. 23. That a 60 foot wide easement for ingress and egress to the retention pond shall be provided across Lot 45, Block 10. The location of this easement shall be approved by the County Engineer prior to filing of the plat. 5 Jul 1982 File No- •1423 -82 Findings & Order 'gemont Fc Cares, Nn A. INTRODUC f ION SPOKANE COUNTY HEARING EXAMINER COMMITTEE FINDINGS AND ORDER This matter having come before the Spokane County Subdivision Hearing ExarniI r Committee on July 27, 1982 and the members of the Committee ri esen f Jerry Williams, Chairperson, Lynn Tennican and Ken Kennedy. B. PROPOSAL The sponsor Sullivan South Enterprises, is requesting approval of a Prelimi - nary Plat, PE- 1423 -82 Ridgernont Estates No. 4, and Zone Change ZE- 32-82, Agricultural to R -1 for subdivision of 125 acres into 284 lots for single- family dwellings, and there being present, the following applicant or representative: Dwight Hume and Ken Tupper C. FINDINGS OF FACT 1. That late developing information was presented by staff as AfDENDUf.1 to STAFF REPORT July 22, 1982. 2. That the owners of adjacent lands expressed both approval and disaporovai of the proposal. 3. That many of the public were concerned generally with the density or lot sizes as proposed, with traffic on Sullivan, with winter conditions as relates to the grade on 24th Avenue, with drainage and with school impacts. • 4. That due to public testimony and information presented by the public, the County staffs, and the sponsor, the Hearing Examiner Committee directed the County Planning Department staff to meet with the sponsor and appro- priate County departments to redesign the preliminary plat as presented at the July 22, 1982 public hearing and reconsider their recommended conditions of approval. 5. That said meeting took place on July 23, 1982 during which V esolutiori to identified problems were agreed on by the sponsors, Ken Tupper and Jerry Neal; the sponsor's agent and surveyor, Dwioht Hume and Pat Moore respectively; and Spokane County Departments staffs. Gary ' and Bob McCann from Engineering Department; Jim Legal. from Itcililies Department; and John Nunnery as County Subdivision r F01-S1 /r �7 try Jfaly,27, 1982 File No. - 1423 -82 Findings & Order i <.,dgemont. Estates No. 4 C. FINDINGS OF FACT (Cont) 6. That the Hearing Examiner Committee continued the public hearing until 9:30 a.m. July 27th, 1982 to consider the results of the above meeting and resulting changes to the July 22, 1982 STAFF REPORT and the Preliminary Plat of Record. F01 -52/r 7. That the proper legal requirements for advertisment of the Agenda Item have been fulfilled. 8. That an expanded environmental checklist was considered by the Spokane County Planning Department Staff. 9. That the provisions of RCW 43.210 (The State Environmental Policy Act) have been complied with. 10. That the site and vicinity was visited and considered by the Hearing Examiner Committee. 11. That the proposal site is a cultivated field. 12. That the information in the July 22, 1982 STAFF REPORT was considered including the July 27, 1982 Addendum to the July 22, 1 982 STAFF REPORT 13. That the public written and verbal testimony was considered. 14. That the Comprehensive Plan designates the site as SUBURBAN and is adjacent URBAN at Sullivan and west; therefore, in the "Transition Area" designated by the Plan. 15. That the proposal does make "transition" from URBAN to SUBURBAN lot size and the "Ridgemont Bluff" at the east side of the proposal provides a physical barrier. 16. That the site is suitable for the proposed use, single - family dwellings within the proposed Zone Classification. 17. That the proposed single - family dwellings are compatible with the existing single - family dwelling land use on the north, south and east. 18. That the existing zoning of the proposal site is Agricultural Zone. 19. That the proposed R -1 zoning is suitable for the proposed land use and is compatible with the existing land uses of the area. 20. That traffic related design and conditions of approval was re- evaluated by County Engineering Department and found the following: a. That 16th Avenue is properly sized for projected traffic and type roadway; b. That 16 Avenue should have a sidewalk to assure proper pedestrian traffic; 2 July.27, 1982 File No. - 1423 -R2 > Findings & Order 1.,dgemont Fstates tio, 4 C. FINDINGS OF FACT (Cont) 20. c. That the lot line and proposed road redesign of the preliminary plat along 24th Avenue and the condition to restrict access onto 24th Avenue for lots of Block 10 will assure better traffic safety dr!rinq the winter months; d. That Sullivan Road and 24th Avenue conditioned for ridewalks will improve pedestrian safety conditions. 21. That the redesign of the preliminary plat to exclude the Surface Drainage Retention Pond will provide for better operation and mainterrnce of the drainage facility. 22. That the proposal consititues "fill -in" for both the Spokane County Com- prehensive Plan and the 201 Wastewater Management Plan (asi the proposal is within the Priority Sewer Service Area). 23. That this 125 acres consititues another single- family residential neighbor- hood as a "fill -in" neighborhood to the existing single- family community. 24. That an interim public sewer system will be designed to comply with policies to protect the Valley aquifer. 25. That the proposal design with 15 dead-end roads or "cul -de -sacs" will provide residential clusters without through traffic. 26. That the proposal is conditioned to assure proper drainage plans and consideration for all existing easements. 27. That the development of the proposal is required to he phased to distrib- ute the impacts (such as traffic and schools) over 5 to 10 or more years. 28. That contiguous development of phases will assure on -goino Agricultural pursuits on this site for as long as is possible. 29. That the proposal as redesigned and with added conditions of approval per the July 27, 1982 Addendum both resolve issues of safety and improve the public general welfare. 30. That the proposal, as conditioned, does significantly comply l many of the major policies of the plan; as suburban setting and level of services, transition area, fill -in, providing a variety of lifestyles, buffering, utilities, sidewalks, water quality, energy management, and transportation. 31. The Hearing Examiner Committee finds the proposed use is no detrimental to the general purpose or otherwise harmful to the public health, s,=.tr;t•,:, and welfare. FO1 -53 BY BEFORE THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON RESOLUTION NO. 94 06 &9 IN THE MATTER OF ESTABLISHMENT OF TIMBERLANE DRIVE AND 22ND COURTS COUNTY ENGINEERS FILE NO. 412 "O" This being the day set for the hearing on Spokane County Engineer's Report on the proposed establishment of TIMBERLANE DRIVE AND 22ND COURTS, proceedings for which were initiated by PRELIMINARY RESOLUTION NO. 94-0549, and it appearing to the Board on proof duly made that Notice of Hearing was published and posted in the manner and for the time required by law, and the Board after examining the report and maps of the Spokane County Engineer and all claims and papers on file and after hearing all other evidence adduced at the hearing; and IT FURTHER APPEARING that the rights of way have been dedicated as public road 50 feet wide, and that said roads are a public necessity and the same should be opened and established as County roads. THEREFORE BE IT RESOLVED by the Board of County Commissioners of Spokane County, Washington, that the hereinafter described roads as reported by the Spokane County Engineer on the 17th day of May, 1994, being more particularly described as follows: TIMBERLANE DRIVE - 50 feet wide, from the northeasterly line of Lot 6 Block 1 (one foot strip)- irRidgemont Estate No. 4 - 3rd - Addition to the south line of Lot 2 Block 2 (one foot strip) in Ridgemont Estates No. 4 1st Addition. and as shown by the records and maps on file in the Office of the Spokane County Engineer be and the same hereby are established as a County road and the same shall be known as TIMBERLANE DRIVE and 22ND COURTS (West and East of Tamberlane Drive), Road File No. 412 "0 ". The road supervisor of the road district in which the said roads are located is hereby directed to open and maintain the same for public use and travel. PASSED AND ADOPTED by the Board of County Commissioners of Spokane County, Washington this 17th day of May, 1994. ATTEST: WI E. DONAHUE :to 4r412. ,i.6 22ND COURT - from-the right of way line of Timberlane Drive including cul-de -sac. 22ND COURT - 50 feet wide, from the east right of way line of Timberlane Drive southeasterly to and including cul -de -sac. Located in the Northwest Quarter (NW 1/4) of Section 25, Township 25 North, Range 44 E.W.M. DEPU OF THE BOA Y BOARD OF OF SPO Alf 41) Ste !! son, C i' D.E. Chilberg C Patricia A. Mummey RESOLUTION - ESTABLISHMENT TY COMMISSIONERS UNTY, ASHINGTON BY BEFORE THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON RESOLUTION NO. 31 1233 IN THE MATTER OF ESTABLISHMENT OF TIMBERLANE DRIVE 23RD AVENUE AND CUL- DE-SAC COUNTY ENGINEERS FILE NO. 412 "0" This being the day set for the hearing on Spokane County Engineer's Report on the proposed establishment of TIMBERLANE DRIVE, 23RD AVENUE AND CUL-DE -SAC, proceedings for which were initiated by PRELIMINARY RESOLUTION NO. 91 -1132, and it appearing to the Board on proof duly made that Notice of Hearing was published and posted in the manner and for the time required by law, and the Board after examining the report and maps of the Spokane County Engineer and all claims and papers on file and after hearing al other evidence adduced at the hearing; and IT FURTHER APPEARING that the rights of way have been dedicated as public road 50 feet wide, and that said roads are a public necessity and the same should be opened and established as County roads. THEREFORE BE IT RESOLVED by the Board of County Commissioners of Spokane County, Washington, that the hereinafter described roads as reported by the Spokane County Engineer on the 29th day of July, 1991, being more particularly described as follows: TIMBERLANE DRIVE - 50 feet wide, from north line of 24th Avenue to the south line of Block 2 Lot 2. 23RD AVENUE - 50 feet wide, from east line of Lot 3 Block 1 easterly to the west line of Lot 5 Block 3. CUL- DE-SAC - in Block 4 from 23rd Avenue south to end. Located in the Northwest Quarter (NW 1/4) of Section 25, Township 25 North, Range 44 E.W.M. all in Ridgemont Estates No. 4 1st Addition. and as shown by the records and maps on file in the Office of the Spokane County Engineer be and the same hereby are established as a County road and the same shall be known as TIMBERLANE DRIVE AND 23RD AVENUE AND CUL-DE -SAC, Road File No. 412 "0". The road supervisor of the road district in which the said roads are located is hereby directed to open and maintain the same for public use and travel. PASSED AND ADOPTED by the Board of County Commissioners of Spokane County, Washington this 3rd day of September, 1991. ATTEST: \ - IAM E. DONAHUE 1 \v \res \est \rf412 "o" RK OF THE s0. RD DEPUTY RESOLUTION - ESTA13LISHMENT BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON 3 ,0 T.P. 00 L 1 26 W ( O C Q ui R Q o to Y t 0 z 5 3511 36 • 4 H AVE L 160.2 PA TS � �� 1 a1�iI IIop sista � a Q'S / , 025 °30 c 16° R t P Q.7 4 . p p t ft 3c C 20 - Rt. - r 80.3' '_. ✓ ! /./. P- I SH .71 N/1 PrstF, tZ L A. K1 E. 0 i'2. . T \A /E' kir Y -Th t t2 0 AV n 30 C ICY °U. 15"7.5 L 307.3 9C . 0 k . P S L,/ r era, N 3 5 t 29.1 10 91 0091 NO. BEFORE THE BOARD OF COUNTY COMMISSIONERS FOR SPOKANE COUNTY IN THE MATTER OF FILING THE FINAL PLAT OF ) RIDGEMONT ESTATES NO. 4, SECOND ADDITION ) FILE NO. PE- 1423 -82 IN SECTION 25, ). RESOLUTION TOWNSHIP 25, NORTH, RANGE 44 EWM, ) SPOKANE COUNTY, WASHINGTON ) BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON, that the Final Plat of PE- 1423 -82 that portion of the NW 1/4 of Section 25, Township 25, North, Range 44 E.W.M., Spokane County, Washington, described as follows, with a more precise description located in the plat dedication: Begin at the Southeast corner of Lot 5, Block 4, RIDGEMONT ESTATES NO. 4 - 1ST ADDITION as per plat thereof recorded in Volume 19 of Plats, page 27 in Spokane County, Washington; thence the next three courses and distances along the Westerly line of said Ridgemont Estates No. 4 - 1ST ADDITION, N 00° 39' 38" E a distance of 286.77 feet; thence N 20° 07' 32" E a distance of 73.38 feet; thence N 30° 47' 51" W a distance of 125.00 feet to the Northeast corner of Lot 4, Block 3 of said Ridgemont Estates No. 4 - 1ST ADDITION; thence N 23° 28' 54" E a distance of 80.73 feet; thence N 00° 39' 38" E a distance of 212.37 feet; thence S 89° 20' 22" E a distance of 218.00 feet; thence S 47° 21' 08" E a distance of 67.27 feet; thence S 89° 20' 22" E a distance of 500.60 feet to the West line of Ridgemont Estates as per plat thereof recorded in Volume 12 of Plats, page 36 in Spokane County Washington; thence the next two courses and distances along said West line of Ridgemont Estates, S 19° 13' 09" W a distance of 209.65 feet; thence S 16' 10' 39" W a distance of 522.69 feet to the North right of way line of 24th Avenue; thence N 89 32' 42" W along said right of way a distance of 552.57 feet to the Point of Beginning. Situate in the County of Spokane, State of Washington. UPON THE RECOMMENDATION of the Spokane County Planning Department, the final plat is approved with the exception that the public rights of way dedicated in this plat will not be established for maintenance purposes until the County Engineer has certified that the roads have been improved to County standards and approved by a separate resolution of the Board of County Commissioners. ADDITIONALLY, until the final plat document is filed in the Spokane County Auditor's Office, this subdivision has only preliminary plat status and is subject to expiration and null and void status if not periodically granted an extension of time consis nt with the policies and procedures of the Planning Department. PASSED BY THE BOARD THIS 2-2- DAY OF I,�! /, - , 1991 ATTEST: � r IAM E. DON e rk of the Board By: " !c o 2zL� �I s REV 1/90mo sanne Montague, puty erk BOARD •F t O i TY tiIMMISSIONERS OF SPO .: E • IN , WASHINGTON Patricia A. Mummey hn R. Mc rid 90 0429 Page - 1 /- "2 Cr V\ qq h AMENDMENT NO. 1 SULLIVAN ROAD PROJECT (CRP -1679) RIDGMONT ESTATES NO. 4 AGREEMENT agree \suitivan_jpe THIS AMENDMENT AGREEMENT, made and entered into by and between SPOKANE COUNTY, a political subdivision of the State of Washington, having offices for the transaction of business at West 1116 Broadway Avenue, Spokane, Washington, 99260, hereinafter referred to as the "County ", and SULLIVAN SOUTH ENTERPRISES, having offices for the transaction of business at East 12929 Sprague Avenue, Spokane, Washington, 99216, hereinafter referred to as the "Developer ", jointly referred to as the "Parties ". WI T N E S S E T H: WHEREAS, pursuant to the provisions of chapter 36.70 RCW, by Findings and Order dated July 27, 1982, the Spokane County Hearing Examiner Committee approved the preliminary plat known as Ridgmont Estates No. 4 and accompanying rezone, denominated as PE- 1423 -82 and ZE- 32 -82; and WHEREAS, the Findings and Order dated July 27, 1982, approving Ridgmont Estates No. 4, included certain conditions relative to the obligation of the Developer to improve Sullivan Road and dedicate additional rights -of -way thereon; and WHEREAS, in conjunction with Sullivan Road Project (CRP - 1679), the County performed certain obligations of the Developer herein along Sullivan Road, and in conjunction therewith executed an agreement entitled "Sullivan Road Project (CRP -1679) Ridgmont Estates No. 4 Agreement ", dated June 7, 1983, recorded in the Spokane County Auditor's Office in Volume 641, commencing at page 1428, which agreement provided in paragraph 2 as follows: "2. In consideration of Spokane County performing those obligations set forth in paragraph 1 hereinabove in conjunction with the Sullivan Road Project (CRP - 1679), the Developer and the County acknowledge that at such time as the Ridgmont Estates No. 4 Subdivision is finalized either in whole or in phases so that that portion of Sullivan Road between 16th Avenue and 24th Avenue is used by the subdivision or portion thereof finalized, the Developer shall be responsible for reimbursing Spokane County for the 300 feet of improve- ment from 16th Avenue South on Sullivan Road 300 feet in conjunction with the County Road Project No. 1679. It is understood by the parties hereto, that at the present time it is anticipated that the approximate cost for improving Sullivan Road from the intersection of 16th Avenue south 300 feet is $45.19 per lineal foot for a total cost of $13,556. To the extent that the actual costs either exceed or are less than anticipated herein, the parties hereto acknowledge that this agreement will be so modified to reflect actual costs. Actual costs will be computed pursuant to cost paid by Spokane County to the successful bidder in conjunction with Sullivan Road Project (CRP- 1679). It is further understood and agreed by the parties hereto, that in lieu of the Developer reimbursing Spokane County for that tapering along Sullivan Road in conjunction with the Sullivan Road Project commencing and 300 feet south of the intersection of 16th Avenue and Sullivan Road and then running an additional 300 feet south, the Developer shall be responsible for providing a 300 foot taper commencing at the intersection of 24th Avenue and Sullivan Road and running south on Sullivan Road 300 feet. The obligation of the Developer to provide that tapering on Sullivan Road commencing at the intersection of 24th Avenue and running 300 feet south on Sullivan Road shall be triggered at such time as all of the Ridgmont Estates No. 4 plat is finalized or that phase thereof which requires the improving of Sullivan Road between 16th Avenue and 24th Avenue is finalized. The 300 feet of tapering to be provided by the Developer pursuant to this paragraph shall be undertaken pursuant to those plans and specifications as approved by the County Engineer. Such plans shall follow materially those approved plans and specifications for the tapering commencing south 300 feet of the intersection of 16th Avenue and Sullivan Road and running south 300 feet on Sullivan Road." WHEREAS, the Developer herein is in the process of finalizing a certain phase of the Ridgmont Estates No. 4 Subdivision, known as the First Addition, and in conjunction therewith, has requested that the County allow him to meet his reimbursement obligation referenced in the immediately preceding recital through time payments; and WHEREAS, the County is willing to allow the Developer to meet his reimbursement obligation through time payments, as provided for hereinafter; NOW, THEREFORE, for and in consideration of the mutual promises set forth hereinafter, as well as the County approving the finalization of Ridgmont Estates No. 4 First Addition, the Parties hereto do mutually agree that that Agreement entitled "Sullivan Road Project (CRP -1679) Ridgmont Estates No. 4 Agree- ment", executed on the 7th day of June, 1983, and filed in the Spokane County Auditor's Office in Volume 641, commencing at page 1428, hereinafter referred to as the "Agreement ", is modified to add a new paragraph, to read as follows: 8. The Developer, as an alternative to reimbursing Spokane County for the three hundred feet (300') of improvement from 16th Avenue south on Sullivan Road three hundred feet (300') in conjunction with County Road Project No. 1679, that amount as provided for in Section 2 hereinabove, when the Ridgmont Estates No. 4 Subdivision is finalized, either in whole or in phases, so that that portion of Sullivan Road between 16th Avenue and 24th Avenue is used by the Subdivision or portion thereof finalized, may reimburse Spokane County the actual amount owing and due, calculated at $16,104.00, over a term of thirty -six (36) months, with interest at twelve percent (12%) per year. The monthly amount payable over the thirty -six month time frame, to include interest, is $534.88. Page - 2 In order to select this option, the Developer shall submit written correspondence to the attention of the Spokane County Engineering Department, Right -of -Way Division, Attention Bert Haight. Submission of such correspondence shall act as the Developer's agreement with the provisions of this paragraph. The first payment shall be due on or before April 30, 1990, for the month of April, 1990. All subsequent payments shall be owing and due on or before the last But for that modification as provided for hereinabove, all other terms, conditions and stipulations set forth in the Agreement, shall remain in full force and effect, without any change or modification whatsoever. IN WITNESS WHEREOF, the Parti hereto have executed this Agreement on the !Q day of ATTEST: WILLIAM Clerk Page - 3 day of the month, unless such day falls on a Saturday, Sunday or legal holiday, in which instance payment shall be owing and due on the first business day following such Saturday, Sunday or legal holiday. In the event of default in the payment of any installment, time being of the essence, the County, without notice of demand, may declare the entire principal sum then unpaid, together with accrued interest, immediately due and payable. In the event any suit is commenced to enforce payment by the Developer under the terms of this paragraph, the Developer agrees to pay such additional sum as attorney's fees as the court in such action may adjudge reasonable. The Developer authorizes the Spokane County Prosecuting Attorney's Office to appear in any court of record in the State of Washington on default in the payment of any installment due, and does waive the issuance and service of process, and confess judgment against Developer in favor of the County for the amount of the entire principal sum then unpaid, together with accrued interest, as well as reasonable attorneys fees, and to release all errors and waive all rights of appeal. The Developer further agrees that in addition to, or as an alternative to, any remedy provided at law, in the event of default in the payment of any installment due, time being of the essence, the County, acting through the Board of County Commissioners, may, at its sole discretion, refuse to approve the finalization of any subsequent phases of Ridgmont Estates No. 4 until the Developer pays the County the entire principal sum then unpaid, together with accrued interest. The Developer shall have the right to prepay the obligation set forth herein at any time. Any such prepayment shall include interest. DONAHUE, e Board Deputy Clerk , 1990. BOARD OF COUNTY COMMISSIONERS asson PO 'E COUNTY, WASHINGTON even STATE OF WASHINGTON ) ss: County of Spokane ) SULLIVAN SOUTH ENTERPRISES enneth J. up General Partner On this o/, day of `,T7t_e_— . , 1990, personally appeared before mKENNETH J. TUPPER, to me known to be the General Partner of the partnership that executed the within and foregoing instrument, and acknowledged said instrument to be the free and voluntary act and deed of said partnership, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute said instrument. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my seal the day and year first above written. Page - 4 N6£iry Public a. ---Sdr the State of Washingt: residing at Spokane My commission ex- pires � $2> /CC4/ No. 90 0428 BEFORE THE BOARD OF COUNTY COMMISSIONERS FOR SPOKANE COUNTY IN THE MATTER OF FILING THE FINAL PLAT ) OF RIDGEMONT ESTATES NO. 4, 1ST ADDITION ) FILE NO. PE- 1423 -82 AND ZONE CHANGE ) TO SINGLE FAMILY RESIDENTIAL (R -1) ) FILE NO. ZE -32 -82 IN SECTION 25 ) TOWNSHIP 25 NORTH, RANGE 44 EWM, ) SPOKANE COUNTY, WASHINGTON ) BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON, that the Final Plat of Ridgemont Estates No. 4, 1st Addition that portion of the Northwest Quarter of Section 25, Township 25 North, Range 44 E.W.M., Spokane County, Washington, described as follows, with a more precise description located in the plat dedication: BEGINNING at the West Quarter corner of said Section 25; thence South 89 °32'42" East 733.35 feet along the centerline of 24th Avenue; thence North 00 °39'38" East 30.00 feet to the North line of 24th Avenue and the true point of beginning; thence North 00°39'38" East 125.00 feet; thence South 89 °32'42" East 15.00 feet; thence North 00 °39'38" East 300.00 feet; thence South 89 °32'42" East 374.46 feet; thence North 85 °04'03" East 83.88 feet; thence North 67 °45'35" East 77.37 feet; thence South 30 °47'51" East 125.00 feet; thence South 20 °0732" West 73.38 feet; thence South 00 °39'38" West 286.77 feet to the North line of said 24th Avenue; thence North 89 °32'42" West 585.00 feet to the true point of beginning; Situate in the County of Spokane, State of Washington UPON THE RECOMMENDATION of the Spokane County Planning Department, the final plat is approved with the exception that the public rights of way dedicated in this plat will not be established for maintenance purposes until the County Engineer has certified that the roads have been improved to County standards and approved by a separate resolution of the Board of County Commissioners. ADDITIONALLY, until the final plat document is filed in the Spokane County Auditor's Office, this subdivision has only preliminary plat status and is subject to expiration and null and void status if not periodically granted an extension of time consistent with the policies and procedures of the Planning Department. / PASSED BY THE BOARD THIS / 4 DAY OF ATTEST: s' IAM E. DON G erk of the Board By: MO REV 1/90 mo osanne Montague, Deputy Clerk BO OF SP Ste Hasson n R. McBride RESOLUTION 1990 OF COUNTY COMMISSIONERS NE COUNTY, WASHINGTON Patricia I w AMENDMENT NO. 1 SULLIVAN ROAD PROJECT (CRP -1679) RIDGMONT ESTATES NO. 4 AGREEMENT W I T N E S S E T H: agree \ su 1 1 i van _ j Ha THIS AMENDMENT AGREEMENT, made and entered into by and between SPOKANE COUNTY, a political subdivision of the State of Washington, having offices for the transaction of business at West 1116 Broadway Avenue, Spokane, Washington, 99260, hereinafter referred to as the "County ", and SULLIVAN SOUTH ENTERPRISES, having offices for the transaction of business at East 12929 Sprague Avenue, Spokane, Washington, 99216, hereinafter referred to as the "Developer ", jointly referred to as the "Parties ". WHEREAS, pursuant to the provisions of chapter 36.70 RCW, by Findings and Order dated July 27, 1982, the Spokane County Hearing Examiner Committee approved the preliminary plat known as Ridgmont Estates No. 4 and accompanying rezone, denominated as PE- 1423 -82 and ZE- 32 -82; and WHEREAS, the Findings and Order dated July ,27, 1982, approving Ridgmont Estates No. 4, included certain conditions relative to the obligation of the Developer to improve Sullivan Road and dedicate additional rights -of -way thereon; and WHEREAS, in conjunction with Sullivan Road Project (CRP - 1679), the County performed certain obligations of the Developer herein along Sullivan Road, and in conjunction therewith executed an agreement entitled "Sullivan Road Project (CRP -1679) Ridgmont Estates No. 4 Agreement ", dated June 7, 1983, recorded in the Spokane County Auditor's Office in Volume 641, commencing at page 1428, which agreement provided in paragraph 2 as follows:, Page - 1 "2. In consideration of Spokane County performing . those obligations set forth in paragraph 1 hereinabove in conjunction with the Sullivan Road Project (CRP 1679), the Developer and the County acknowledge that at such time as the Ridgmont Estates No. 4 Subdivision is finalized either in whole or in phases so that that portion of Sullivan Road between 16th Avenue and 24th Avenue is used by the subdivision or portion thereof finalized, the Developer shall be responsible for reimbursing Spokane County for the 300 feet of improve- ment from 16th Avenue South on Sullivan Road 300 feet in conjunction with the County Road Project No. 1679. It is understood by the parties hereto, that at the present time it is anticipated that the approximate cost for improving Sullivan Road from the intersection of 16th Avenue south 300 feet is $45.19 per lineal foot for a total cost of $13,556. To the extent that the actual costs either exceed or are less than anticipated herein, the parties hereto acknowledge that this agreement will be so modified to reflect actual costs. Actual costs will be computed pursuant to cost paid by Spokane County to the successful bidder in conjunction with Sullivan Road Project (CRP - 1679). It is further understood and agreed by the parties hereto, that in lieu of the Developer reimbursing Spokane County for that tapering along Sullivan Road in conjunction with the Sullivan Road Project commencing 300 feet south of the intersection of 16th Avenue and Sullivan Road and then running an additional 300 feet south, the Developer shall be responsible for providing a 300 foot taper commencing at the intersection of 24th. Avenue and Sullivan Road and running south on Sullivan Road 300 feet. The obligation of the Developer to provide that tapering on Sullivan Road commencing at the intersection of 24th Avenue and running 300 feet south on Sullivan Road shall be triggered at such time as all of the Ridgmont Estates No. 4 plat is finalized or that phase thereof which requires the improving of Sullivan Road between 16th Avenue and 24th Avenue is finalized. The 300 feet of tapering to be provided by the Developer pursuant to this paragraph shall be undertaken pursuant to those plans and specifications as approved by the County Engineer. Such plans shall follow materially those approved plans and specifications for the tapering commencing south 300 feet of the intersection of 16th Avenue and Sullivan Road and running south 300 feet on Sullivan Road." and WHEREAS, the Developer herein is in the process of finalizing a certain phase of the Ridgmont Estates No. 4 Subdivision, known as the First Addition, and in conjunction therewith, has requested that the County allow him to meet his reimbursement obligation referenced in the immediately preceding recital through time payments; and WHEREAS, the County is willing to allow the Developer to meet his reimbursement obligation through time payments, as provided for hereinafter; NOW, THEREFORE, for and in consideration of the mutual promises set forth hereinafter, as well as the County approving the finalization of Ridgmont Estates No. 4 First Addition, the Parties hereto do mutually agree that that Agreement entitled "Sullivan Road Project (CRP -1679) Ridgmont Estates No. 4 Agree- ment", executed on the 7th day of June, 1983, and filed in the Spokane County Auditor's Office in Volume 641, commencing at page 1428, hereinafter referred to as the "Agreement ", is modified to add a new paragraph, to read as follows: 8. The Developer, as an alternative to reimbursing Spokane County for the three hundred feet (300') of improvement from 16th Avenue south on Sullivan Road three hundred feet (300') in conjunction with County. Road Project No. 1679, that amount as provided for in Section 2 hereinabove, when the Ridgmont Estates No. 4 Subdivision is finalized, either in whole or in phases, so that that portion of Sullivan Road between 16th Avenue and 24th Avenue is used by the Subdivision or portion thereof finalized, may reimburse Spokane County . the actual amount owing and due, calculated at $16,104.00, over a term of thirty -six (36) months, with interest at twelve percent (12%) per year. The monthly amount payable over the thirty -six month time frame,_ to include interest, is $534.88. Page - 2 In order to select this option, the Developer shall submit written correspondence to the attention of the, Spokane County Engineering Department, Right -of -Way Division, Attention Bert Haight. Submission of such . correspondence shall act as the Developer's agreement with the provisions of this paragraph. The first payment shall be due on or before April 30, 1990, for the month of April, 1990. All subsequent payments shall be owing and due on or before the last day of the month, unless such day falls on a Saturday, Sunday or legal holiday, in which instance payment shall be owing and due on the first business day following such Saturday, Sunday or legal holiday. In the event of default in the payment of any installment, time being of the essence, the County, without notice of demand, may declare the entire principal sum then unpaid, together with accrued interest, immediately due and payable. In the event any suit is commenced to enforce payment by the Developer under the terms of this paragraph, the Developer agrees to pay such additional sum as attorney's fees as the court in such action may adjudge reasonable. The Developer authorizes the Spokane County Prosecuting Attorney's Office to appear . in any court of record in the State of Washington on default in the payment of any installment due, and does waive the issuance and service of process, and confess judgment against Developer in favor of the County for the amount of the entire principal sum then unpaid, together with accrued interest, as well as reasonable . attorneys fees, and to release all errors and waive all rights of appeal. The Developer further agrees that in addition to, or as an alternative to, any remedy provided at law, in the event of default in the payment of any installment due, time being of the essence, the County, acting through the Board of County Commissioners, may, at its sole discretion, refuse to approve the finalization of any subsequent phases of Ridgmont Estates No. 4 until the Developer pays the County the entire principal sum . then unpaid, together with accrued interest. The Developer shall have the right to prepay the obligation set forth herein at any time. Any such prepayment shall include interest. But for that modification as provided for hereinabove, all other terms, conditions and stipulations set forth in the Agreement, shall remain in full force and effect, without any change or modification whatsoever. IN WITNESS WHEREOF, the Parties hereto have executed this Agreement on the day of , 1990. ATTEST: WILLIAM E. DONAHUE, Clerk of the Board By Deputy Clerk Page - 3 BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON Patricia A. Mummey Steven Hasson John R. McBride STATE OF WASHINGTON ) ss: County of Spokane ) SULLIVAN SOUTH ENTERPRISES By enneth J. up General Partner On this day of 4,,r7��£ e—i. , 1990, personally appeared before moKENNETH J. TUPPER, to me known to be the General Partner of the partnership that executed the within and foregoing instrument, and acknowledged said instrument to be the free and voluntary act and deed of said partnership, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute said instrument. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my seal the day and year first above written. Page - 4 3ry Public a.Fn r the State of Washingt residing at Spokane My commission ex- pires /f4./ AMENDMENT NO. 1 SULLIVAN ROAD PROJECT (CRP -1679) RIDGEMONT ESTATES NO. 4 AGREEMENT W I T N E S S E T H: agree \ su l livan . j ne THIS AMENDMENT AGREEMENT, made and entered into by and between SPOKANE COUNTY, a political subdivision of the State of Washington, having offices for the transaction of business at West 1116 Broadway Avenue, Spokane, Washington, 99260, hereinafter referred to as the "County ", and SULLIVAN SOUTH ENTERPRISES, having offices for the transaction of business at East 12929 Sprague Avenue, Spokane, Washington, 99216, hereinafter referred to as the "Developer ", jointly referred to as the "Parties ". WHEREAS, pursuant to the provisions of chapter 36.70 RCW, by Findings and Order dated July 27, 1982, the Spokane County Hearing Examiner Committee approved the preliminary plat known as Ridgemont Estates No. 4 and accompanying rezone, denominated as PE- 1423 -82 and ZE- 32 -82; and WHEREAS, the Findings and Order dated July 27, 1982, approving Ridgemont Estates No. 4, included certain conditions relative to the obligation of the Developer to improve Sullivan Road and dedicate additional rights -of -way thereon; and WHEREAS, in conjunction with Sullivan Road Project (CRP - 1679), the County performed certain obligation of the Developer herein along Sullivan Road, and in conjunction therewith executed an agreement entitled "Sullivan Road Project (CRP -1679) Ridgemont Estates No. 4 Agreement ", dated June 7, 1983, recorded in the Spokane County Auditor's Office in Volume 641, commencing at page 1428, which agreement provided in paragraph 2 as follows: WHEREAS, the Developer herein is in the process of finalizing a certain phase of the Ridgemont Estates No. 4 subdivision, and in conjunction therewith, has requested that the County allow him to meet his reimbursement obligation referenced in the immediately preceding recital through time payments; and WHEREAS, the County is willing to allow the Developer to meet his reimbursement obligation through time payments, as provided for hereinafter; NOW, THEREFORE, for and in consideration of the mutual promises set forth hereinafter, the Parties hereto do mutually agree that that Agreement entitled "Sullivan Road Project (CRP - 1679) Ridgemont Estates No. 4 Agreement ", executed on the 7th day of June, 1983, and filed in the Spokane County Auditor's Office in Volume 641, commencing at page 1428, hereinafter referred to as the "Agreement ", is modified to add a new paragraph, to read as follows: Page - 1 8. The Developer, as an alternative to reimbursing Spokane County for the three hundred feet (300') of improvement from 16th Avenue south on Sullivan Road three hundred feet (300') in conjunction with County Road Project No. 1679, that amount as provided for in Section 2 hereinabove, when the Ridgemont Estates No. 4 Page - 2 Subdivision is finalized, either in whole or in phases, so that that portion of Sullivan Road between 16th Avenue and 24th Avenue is used by the Subdivision or portion thereof finalized, may reimburse Spokane County the actual amount owing and due, calculated at $16,104.00, over a term of thirty -six (36) months, with interest at twelve percent (12 %) per year. The monthly amount payable over the thirty -six month time frame, to include interest, is $534.88. In order to select this option, the Developer shall submit written correspondence to the attention of the Spokane County Engineering Department, Right -of -Way Division, Attention Bert Haight. Submission of such correspondence shall act as the Developer's agreement with the provisions of this paragraph. The first payment shall be due on or before April 30, 1990, for the month of April, 1990. All subsequent payments shall be owing and due on or before the last day of the month, unless such day falls on a Saturday, Sunday or legal holiday, in which instance payment shall be owing and due on the first business day following such Saturday, Sunday or legal holiday. In the event of default in the payment of any installment, time being of the essence, the County, without notice of demand, may declare the entire principal sum then unpaid, together with accrued interest, immediately due and payable. In the event any suit is commenced to enforce payment by the Developer under the terms of this paragraph, the Developer agrees to pay such additional sum as attorney's fees as the court in such action may adjudge reasonable. The Developer authorizes the Spokane County Prosecuting Attorney's Office to appear in any court of record in the State of Washington on default in the payment of any installment due, and does waive the issuance and service of process, and confess judgment against Developer in favor of the County for the amount of the entire principal sum then unpaid, together with accrued interest, as well as reasonable attorneys fees, and to release all errors and waive all rights of appeal. The Developer further agrees that in addition to, or as an alternative to, any remedy provided at law, in the event of default in the payment of any installment due, time being of the essence, the County, acting through the Board of County Commissioners, may, at its sole discretion, refuse to approve the finalization of any subsequent phases of Ridgemont Estates No. 4 until the Developer pays the County the entire principal sum then unpaid, together with accrued interest. The Developer shall have the right to prepay the obligation set forth herein at any time. Any such prepayment shall include interest. But for that that modification as provided for hereinabove, all other terms, conditions and stipulations set forth in the Agreement, shall remain in full force and effect, without any change or modification whatsoever. IN WITNESS WHEREOF, the Parties hereto have executed this Agreement on the day of , 1990. ATTEST: WILLIAM E. DONAHUE, Clerk of the Board By Deputy Clerk STATE OF WASHINGTON ) ss: County of Spokane ) Page - 3 BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON Patricia A. Mummey Steven Hasson John R. McBride SULLIVAN SOUTH ENTERPRISES By Kenneth J. Tupper General Partner On this day of , 1990, personally appeared before me KENNETH J. TUPPER, to me known to be the General Partner of the partnership that executed the within and foregoing instrument, and acknowledged said instrument to be the free and voluntary act and deed of said partnership, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute said instrument. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my seal the day and year first above written. Notary Public in and for the State of Washington, residing at Spokane. My commission ex- pires 160 150 140 130 120 110 100 90 5 Al WGT. OFDRY 5011 E. 01511 WGT. OF WATER £ 50 323 3A2 4 - WGT. OF DISH WGT OF ORY SOIL MOISTURE CONTENT 'y Coo 1 160- 9600 1 / 1 / .sV °% 63 2370 9 METHOD N BLOWS PER LAYER 56 / 2 3 Fo R604 NO. LAVERS 5 igh TAMPER WT. g o DROP HT. MOLD DIA. VOLUME OF SAMPLE 1 63.33 1:1-3 WGT OF WET SOILSMOLD MOISTURE SAMPLE NO. COMPACTION TEST DATA CONTRACT: E- 4E— D 25 - WGT. OF WET SOIL S OISH DRY UNIT WEIGHT/Se 1333 /37./ 1 ?11.7 /.? .x MECHANICAL ANALYSIS SAMPLE GRAVEL SANG FINES o RETAINED #4 0 • PASSING #4 , z 3 file/nod 26 SOIL CLASSIFICATION: 2>:+c 2-):1+cc, 500(VJ L) +h `irakel OPT. MOISTURE CONTENT MAX. DRY DENSITY 0 TE / Noe,. 9Q TES EDBY CHECKED BY- ATE I JO A-.8 E nt 0 25 LOCATION e mosy REMARK: SG -7 4?. e3 !026 Pass;o5 zyz/' _.reef) 10 15 20 25 30 MOISTURE CONTENT - % DRY WEIGHT 35 40 45 50 Project: R, 2 o1 '1 151 Add, Material: $( / hsfnd(� , J SP -1 A. WGT OF DRY MAT 5,3, 3 B. WGT OF PYE + H 0 /4 7Z , 2 2 A +B= ?-006 C. WGT OF PYE + H 0 + MAT /839, A +B —C 2 RICE SP GR = A = RICE SP GR X MAX WGT /CU HA % AIR VOIDS =100X1 -BULK SP GR= RICE SP GR Date: 402-7o ASPHALT CONCRETE PAVEMENT CORES DETERMINATION OF % AIR VOIDS W.S.T.D. TEST METHOD NO. 706A (METHOD C) W.S.T.D. TEST METHOD 705A (68 ° ) 27514 2.63 Contract: A -AF, - QZS LAB NO. CORE NO. LAB NO. CORE NO. C. WGT IN WATER C. WGT IN WATER B. WGT SAT. SURF. DRY B. WGT SAT. SURF. DRY A. WGT OF OVEN DRY SAMPLE A. WGT OF OVEN DRY SAMPLE A = A= CALC BULK SP GR = B -C CALC BULK SP GR = B -C WGT /CU FT. = BULK SP GR X 62.2= I WGT /CU FT. = BULK SP GR X 62.2= C A. WGT OF DRY MAT B. WGT OF PYE + H 0 2 A +B= C. WGT OF PYE + H 0 + MAT 2 A+B -C RICE SP GR = A = A+B -C RICE SP GR X 62.2 =MAX WGT /CU FT % AIR VOIDS =100X1 -BULK SP GR= RICE SP GR Page 1 Engineers OFFICE OF THE SPOKANE COUNTY ENGINEER 1026 W Broadway Ave, Spokane, WA 99260 -0170 (509)477 -3600 Fax (509)477 -2243 "ENGINEER'S CONDITIONS OF APPROVAL" EXTENSION OF TIME TO: Spokane County Division of Planning FROM: Division of Engineering & Roads DATE: May 14, 2002 PROJECT: RIDGEMONT EST NO 4 FILE #: PE- 1423 -82 Review Date: 05/13/2002 Planner: TAMMY JONES Sponsor /Applicant: STANLEY R SCHULTZ Section Township Range: 25 25 44 Hearing Date: (07/27/1982 ) Technical Review Date: (@ ) The Spokane County Engineering Department has reviewed the above referenced application. The following "Conditions of Approval" are submitted to the Spokane County Planning Department for inclusion in the "Findings of Fact, Conclusions and Order /Decision" should the request be approved. Prior to release of a building permit or use of property as proposed: 1. Conditional approval of the plat is given by the County Engineer, subject to dedication of right -of -way and approval of the road system as indicated in the preliminary plat of record. 2. 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. 3. 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. 4. 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. 5. Appropriate provision shall be made that the following- described property be held in trust until the continuation of the streets be dedicated or deeded: a one (1) -foot strip at the ends or CC: Applicant STANLEY R SCHULTZ Engineer /Surveyor SIMPSON ENGINEERS Planner TAMMY JONES Page 2 07/27/1982 1423 10. edges of all streets that terminate or border the subdivision boundary. Temporary cul de -sacs are required when streets terminate at the subdivision boundaries. 6. Individual driveway access permits are required prior to issuance of a building permit for driveway approaches to the county road system. 7. Dedication of 23 feet of additional right -of -way along Sullivan Road is required. 8. That the final plat boundary be depicted as the westerly section line of Section 25, Township 24 North, Range 44 EWM, and that the total right of way dedication from that line be shown as 43 feet. 9. A statement shall be placed in plat dedication that no direct access be allowed from residential lots to Sullivan Road 11.AII public roads within the plat shall be designed and constructed to Spokane County standards. 12. Sidewalks are required along the arterials on Sullivan Road and 24 Avenue. 13.That Public Road Standard Typical Roadway Section be Section Number 2 for 16th Avenue with minimum paving width being the Access Standard, Section Number 2 for other public roads within the preliminary plat with minimum paving width being the Access Standard, and Section Number 2 for 24th Avenue with minimum paving width being the Collector Standard. 14.The proposed subdivision shall be improved to the standards set forth in Spokane County Board of Commissioners Resolution No.1 -0298, as amended, which resolution establishes regulations for roads, approaches, drainage and fees in new construction. 15.That Sullivan Road be improved to the Typical Roadway Cross Section designed by the Spokane County Engineer for the Sullivan Road Project CRP 1679. These improvements shall be made on the east half of Sullivan Road along the westerly plat boundary. 16.That the intersection of 20` Avenue as proposed shall be located so that it is compatible with the location of the entrances to the proposed Central Valley Educational Services complex. This shall be coordinated through the office of the County Engineer. 17.That the County Engineering Department shall review and approve, per the existing operation and maintenance agreement, any and all final Plat designs and Plat dedication to assure the continued operation and maintenance of drainage facilities affecting the proposed plat. 18. No direct access to 24th Avenue from Block 10 is allowed as shown on Revised Preliminary Plat of Record. 19.Access to 24th Avenue from Lot 7, Block 1, is prohibited. 20.That sidewalks are required along 16th Avenue adjacent to the plat. Page 3 07/27/1982 1423 21.That a 60 foot wide easement for ingress and egress to the retention pond shall be provided across Lot 45, Block 10. The location of this easement shall be approved by the County Engineer prior to filing of the plat. 22. "The applicant is advised that there may exist utilities either underground or overhead effecting the applicant's property, including property to be dedicated or set aside future acquisition. Spokane County will assume no financial obligation for adjustments or relocation regarding these utilities." "The applicant should contact the applicable utilities regarding responsibility for adjustment or relocation costs and to make arrangements for any necessary work." 23.A Professional Engineer, licensed in the State of Washington, shall submit final road and drainage plans, a drainage report and road and drainage calculations that conform to the April 3 2001 edition of the Spokane County Standards for Road and Sewer Construction, and the current edition of the Spokane County Guidelines for Stormwater Management, and the revised conditions of approval. Final road and drainago plans shall also comply with all applicable state and federal laws. that may be applicablo to this project. Final road and drainage plans, related calculations and a drainage report shall receive the County Engineer's acceptance prior to release of a construction or building permit or approval of the final plat. Following plan acceptance by the Spokane County Engineer, drainage language will be drafted by Spokane County and provided to the Sponsor's Engineer or Surveyor for inclusion with the final plat document. 24.Adequato drainago oaccmcnts, gran maintcnanco ontity, must bo provided for all elements of tho drainage plan, in order that •• - • 25. from a 50 year, 24 hour storm event for tho contributing basin, plus a ° and disposal of stormwator that lio outside of the proposed plat boing submitted, must bo ponds, drainago control structures, and any olomont of the system that may require roplacomont or maintonanco in tho future. Easel minimum of 20 ft. in width. All maintonanco access roads shall have a minimum of six inches Bus as dofined by AASHTO. If tho maintenance road is greater than 300 foot —,n— length, moasured from tho connecting public roadway or paved private road, then a turn around shall bo providod at its terminus. 26.If tho drainage - disposal systom includes infiltration of stormwator as an clement in design, Page 4 07/27/1982 1423 inago plans. Tho study shall evaluate tho potential impacts on surrounding properties, foundations, basements, and structures, duo to injecting as septic system effluent and water used for lawn irrigation. If it is dotormined that negative whore drywolls or infiltration may be proposed. The report shall draw conclusions about tho Stormwatcr Management. The site investigation shall also verify if tho coils can infiltrate tho to be submitted that meets the requirements of tho Spokane 27.tf tho projoct is developed in phases, a phased road and drainage plan shall bo prepared by a licensed Professional Engineer, which clearly shows the phasing of the development. The governmental authority. Tho stormwator management systems and roads for this plat shall bo plans, or all tho required improvements must be bonded for in accordance with Spokane County regulations, prior to the recording of tho final plat. Rocord drawings and all 28. Erosion Control: A Temporary Erosion and Sedimentation Control (TESC) plan is to be prepared by a WA State licensed Professional Engineer or Landscape Architect, and implemented throughout the duration of construction. The TESC plan is to be prepared using best management practices (BMP's) currently accepted within the Civil Engineering profession, - been stabilized. The TESC plan is to include, as a minimum, a grading plan, location and details of silt control structures, and street cleaning program. Runoff from exposed areas must be filtered prior to discharging into a detention pond, 208 swale, or infiltration facility. The TESC plan is to be included in the road and drainage plans. The applicant's Engineer is to submit the TESC plan and supporting calculations to Spokane County for review, and shall receive acceptance as part of the plan review process prior to site disturbance. The TESC major structures (such as silt ponds, silt traps) are to be installed prior to other site work and the TESC measures are to be implemented and maintained throughout the duration of construction, including house construction. e- • _se e - - • - e - e:e - - 29.If tho projoct is phased and one phase depends on another phase for access and /or drainage as Page 5 07/27/1982 1923 30.A bond for the anticipated engineering incpoction and codification portion of tho project shall and not built. 31.Any new drainage system outside of the public right -of -way will neither be maintained nor operated by Spokane County forces. Prior to plan acceptance by the County Engineer, the Sponsor shall provide a mechanism, acceptable to the County Engineer, for the perpetual maintenance of the stormwater drainage system. This mechanism shall also provide for the funding of routine maintenance and the replacement of the various components of the drainage system at the end of the service life of the respective components, and any other improvements that may be legally required in the future. An Operations and Maintenance Manual for the stormwater management system shall be prepared by the Sponsor's Engineer, and included in the project documents submitted to the County Engineer for acceptance, along with a discussion of the design life of the various components, a calculated annual cost for repair and maintenance, and a calculated replacement cost. A Homeowners Association or other entity that is acceptable to the Spokane County must be proposed and accepted by the Spokane County Engineer for perpetual maintenance. 32. As por Section 0.11.080 of the Spokane County Code, no porcon shall construct a road or other facilities within the existing proposed, or future public right of way, or tho private road 34. having received a permit as specified in Soction 0.11.070(1) for cuch facilities from tho County accepted by the County Engineer. If this provision is violated, tho County Enginoor may has boon idontifiod by the- Spokane County Engineer's and Utilities offices as having stormwator runoff problems. Sinco this proposed subdivision or development proposal is management program and to pay -such rates and charges as may be fixed through public - ' -- 35. nd drainage plans aro submitted to S acceptance, a Design Deviation must bo submitted to Spokane County for any non standard - - -- e - e •. - • •• Page 6 07/27/1982 1423 END Doviation roquost must include adequate cnginoering justification and drainage calculations, and any other agency approvals that may bo nocccsary. The Design Deviation roquost shall • ■- ■ az.e. ■- • - ccrtifiod prior to any final plat. 36.At the time of review —for this Extension of Timo the applicant has submittod a final plat for Ridgcmont Estates No. 1 1, 7 Addition. The 7 Addition was rovicwed per the 1995 edition of the Spokano County Standards for Road and Sower Construction (Spokano Board of • 141• - Addition shall have six months from the timo of granting of the extension to file a final plat pokane County Standards for Road and Sewor Construction. After the six month time period, if the 7"' Addition has not filed a final plat, thon it is required to comply with the most currant edition of tho Spokane County Standards for Road and Sewor Construction. •• - e e • •- 37.The County Engineer has determined that this project permit is exempt under the Phase I Development Regulations — Section IV (B) (2b). Future time extensions will require review by the Spokane County Division of Engineering for concurrency with the Spokane County Comprehensive Plan. TO: FROM: Tammy Jones, Associate Planner DATE: April 29,'2002 SUBJECT: Extension of Time for PE- 1423 -82 Enclosure A DIVISION OF THE PUBLIC WORKS DEPARTMENT DIVISION OF PLANNING MICHAEL V. NEEDHAM, DIRECTOR MEMORANDUM S P O K A N E C O U N T Y Spokane County Division of Engineering and Roads; Scott Englehard c/o Sandy Kimball Spokane Division of Engineering - Development Services; John Hohman Spokane County Division of Utilities; Jim Red Spokane County Stormwater Utility; Brenda Sims Spokane Regional Health District; Steve Holderby Spokane County Division of Building and Code Enforcement; Jeff Forry Spokane County Fire Protection District No. 1 Vera Water & Power The Spokane County Division of Planning has received the attached request for an Extension of Time for the preliminary plat of Ridgemont Estates #4, PE- 1423 -82. If you have comments on the proposed extension or believe that additional conditions should be made part of the preliminary plat approval, please forward comments to me by May 13, 2002. Copy w/o enclosures: Stanley R. Schultz, 422 W. Riverside #1100, Spokane, WA 99201 Steve Valkenaar, 15601 E. 24th Ave., Veradale, WA 99037 1026 W. BROADWAY • SPOKANE, WASHINGTON 99260 -0220 PHONE: (509) 477 -7200 • FAX: (509) 477 -2243 • TDD: (509) 477 -7133 FileNumber ' "' ' ' ' PrjName ` Parcel.Num QLand Lots Final LAuditor RecoAu$ud 05/08/199019 27 P- 1423 -82 RIDGEMONT EST NO 4 1ST ADD 45252. 25 25 44 2 Final 284 13 P- 1423A -82 RIDGEMONT EST NO 4 2ND AD 45252. 25 25 44 2 Final 17 17 01/25/1991 19 71 P- 1423B -82 RIDGEMONT EST NO 4 3RD AD 45252. 25 25 44 2 Final 11 11 04/11/1991 19 79 P- 1423C -82 RIDGEMONT EST NO 4 4TH ADD 45252. 25 25 44 2 Final 23 23 06/24/1992 20 61 P- 1423D -82 RIDGEMONT EST NO 4 5TH ADD 45252. 25 25 44 2 Final 22 22 06/24/1992 20 62 P- 1423E -82 RIDGEMONT EST NO 4 6TH ADD 45252.9069 25 25 44 2 Final 5 5 11/17/1993 21 69 P- 1423F -82 RIDGEMONT EST NO 4 7TH ADD 45252.9072 25 25 44 2 Final 14 14 01/30/2002 27 57 Sandy STR Parcel 04/29/2002 cage 1 OFFICE OF THE SPOKANE COUNTY ENGINEER 1026 W Broadway Ave, Spokane, WA 99260 -0170 (509)477 -3600 Fax (509)477 -2243 SrcM:,mKoun;n' TO: FROM: DATE: PROJECT: FILE #: 2. 3. Spokane County Planning Departent Division of Engineering & Roads boar? cikofrq May 23, 2001 RIDGEMONT EST NO 4 PE- 1423 -82 Review Date: Planner: Sponsor /Applicant: Section Township Range: Hearing Date: "ENGINEER'S CONDITIONS OF APPROVAL" EXTENSION OF TIME 05/11/2001 TAMMY JONES STANLEY R SCHULTZ 25 25-44 (07/27/82) The Spokane County Engineering Department has reviewed the above referenced application. The following "Conditions of Approval" are submitted to the Spokane County Planning Department for inclusion in the "Findings of Fact, Conclusions and Order /Decision" should the request be approved. Prior to release of a building permit or use of property as proposed: 1. Conditional approval of the plat is given by the County Engineer, subject to dedication of right -of -way and approval of the road system as indicated in the preliminary plat of record. prior to construction and /or the filing of Bach final plat; road plans to be prepared under the direction of a licensed Professional Civil Engineer. - e es. es - - 4. Construction within the proposed public streets and easements shall be performed under the direct supervision of a licensed engineer /surveyor, who shall furnish the County Engineer with "as- built" plans and a certificate in writing that all improvements were installed to the lines and grades shown on the approved construction plans and that all disturbed monuments have been replaced. 5. No construction work is to be performed within the existing or proposed public right -of -way until a permit has been issued by the County Engineer. All work is subject to inspection and approval by the County Engineer. CC: Applicant «ApplicantName» Engineer /Surveyor «EngineerLookup» Planner «BuildingPl anningCont ac t» Pege 2 «HearingDate» «TechnicalReviewDate» «FileNumber» «TechnicalReviewFileNumber» 6. All construction within the existing or proposed public right -of -way is to be completed prior to filing each final plat, or a bond in the amount estimated by the County Engineer to cover the cost of construction of improvements, construction certification, "as- built" plans and monumenting the street centerlines shall be filed with the County Engineer. 7. Appropriate provision shall be made that the following- described property be held in trust until the continuation of the streets be dedicated or deeded: a one (1) -foot strip at the ends or edges of all streets that terminate or border the subdivision boundary. Temporary cul de -sacs are required when streets terminate at the subdivision boundaries. 8. Individual driveway access permits are required prior to issuance of a building permit for driveway approaches to the county road system. 9. Dedication of 23 feet of additional right -of -way along Sullivan Road is required. 10. That the final plat boundary be depicted as the westerly section line of Section 25, Township 24 North, Range 44 EWM, and that the total right of way dedication from that line be shown as 43 feet. 11. A statement shall be placed in plat dedication that no direct access be allowed from residential lots to Sullivan Road 12. Existing county roads providing direct access to the plat shall be paved and /or curbed to Spokane County standards. 13. All public roads within the plat shall be designed and constructed to Spokane County standards. 14. Sidewalks are required along the arterials on Sullivan Road and 24` Avenue. 15. That Public Road Standard Typical Roadway Section be Section Number 2 for 16th Avenue with minimum paving width being the Access Standard, Section Number 2 for other public roads within the preliminary plat with minimum paving width being the Access Standard, and Section Number 2 for 24th Avenue with minimum paving width being the Collector Standard. 16. The proposed subdivision shall be improved to the standards set forth in Spokane County Board of Commissioners Resolution No. 80 1592 1 0298, as amended, which resolution establishes regulations for roads, approaches, drainage and fees in new construction. 17. That Sullivan Road be improved to the Typical Roadway Cross Section designed by the Spokane County Engineer for the Sullivan Road Project CRP 1679. These improvements shall be made on the east half of Sullivan Road along the westerly plat boundary. 18. That the intersection of 20 Avenue as proposed shall be located so that it is compatible with the location of the entrances to the proposed Cental Valley Educational Services complex. This shall be coordinated through the office of the County Engineer. 19. That the County Engineering Department shall review and approve, per the existing operation and maintenance agreement, any and all final Plat designs and Plat dedication to assure the continued operation and maintenance of drainage facilities affecting the proposed plat. Age 3 «HearingDate» «TechnicalReviewDate» «FileNumber» «TechnicalReviewFileNumber» 20. No direct access to 24th Avenue from Block 10 as shown on Revised Preliminary Plat of Record. 21. Access to 24th Avenue from Lot 7, Block 1, is prohibited. 22. That sidewalks are required along 16th Avenue adjacent to the plat. 23. That a 60 foot wide easement for ingress and egress to the retention pond shall be provided across Lot 45, Block 10. The location of this easement shall be approved by the County Engineer prior to filing of the plat. 24. "The applicant is advised that there may exist utilities either underground or overhead effecting the applicant's property, including property to be dedicated or set aside future acquisition. Spokane County will assume no financial obligation for adjustments or relocation regarding these utilities." "The applicant should contact the applicable utilities regarding responsibility for adjustment or relocation costs and to make arrangements for any necessary work." 25. A Professional Engineer, licensed in the State of Washington, shall submit final road and drainage plans, a drainage report and road and drainage calculations that conform to the April 3, 2001 edition of the Spokane County Standards for Road and Sewer Construction and the current edition of the Spokane County Guidelines for Stormwater Management and the revised conditions of approval. Final road and drainage plans shall also comply with all applicable state and federal laws that may be applicable to this project. Final road and drainage plans, related calculations and a drainage report shall receive the County Engineer's acceptance prior to release of a construction or building permit or approval of the final plat. Following plan acceptance by the Spokane County Engineer, drainage language will be drafted by Spokane County and provided to the Sponsor's Engineer or Surveyor for inclusion with the final plat document. 26. Adequate drainage easements, granted to Spokane County and /or an acceptable maintenance entity, must be provided for all elements of the drainage plan, in order that proper maintenance may be performed. A homeowners association or acceptable alternative maintenance entity has been proposed for this development. Easements for drainage ditches and natural drainage channels shall be wide enough to contain within the easement the runoff from a 50 year, 24 hour storm event for the contributing basin, plus a 30% freeboard. The easement shall also include an adequate width for maintenance access to be able to conduct proper maintenance of natural drainages and an adequate width access road for man made drainage facilities. Any easements and agreements for acceptance, conveyance, treatment, and disposal of stormwater that lie outside of the proposed plat being submitted, must be submitted with the project plans before Spokane County will review the plans for acceptance. 27. Maintenance access roads of sufficient width shall be provided to all man made ditches, ponds, drainage control structures, and any element of the system that may require replacement or maintenance in the future. Easements for drainage ditches shall be a minimum of 20 ft. in width. All maintenance access roads shall have a minimum of six inches of gravel, or other type of all- weather driveable surface acceptable to the County Engineer. The maintenance access road shall be designed to accommodate the turning movements of a Bus as defined by P 4 «HearingDate» «TechnicalReviewDate» «FileNumber» «TechnicalReviewFileNumber» AASHTO. If the maintenance road is greater than 300 feet in length, measured from the connecting public roadway or paved private road, then a turn - around shall be provided at its terminus. 28. If the drainage disposal system includes infiltration of stormwater as an element in design, there shall be a site investigation and study conducted by a qualified Geotechnical Engineer prior to final submittal of road and drainage plans. The study shall evaluate the potential impacts on surrounding properties, foundations, basements, and structures, due to injecting and infiltrating stormwater. The study shall also evaluate the effects of imported water, such as septic system effluent and water used for lawn irrigation. If it is determined that negative impacts are probable, then mitigative measures shall be recommended by the geotechnical engineer and implemented by the applicant. The geotechnical report shall cover all sites where drywells or infiltration may be proposed. The report shall draw conclusions about the ability of any proposed drywells to function according to the Spokane County Guidelines for Stormwater Management. The site investigation shall also verify if the soils can infiltrate the stormwater at the minimum rate of 0.5 inches per hour for any proposed grassed percolation areas. If the minimum requirement can not be met, an alternative stormwater design will need to be submitted that meets the requirements of the Spokane County Guidelines for Stormwater Management. 29. If the project is developed in phases, a phased road and drainage plan shall be prepared by a licensed Professional Engineer, which clearly shows the phasing of the development. The plan must demonstrate that each phase of the development is in conformance with the applicable Spokane County road and drainage standards, and the Conditions of Approval for the plat as well as any applicable regulations that may apply to this project from other governmental authority. The stormwater management systems and roads for this plat shall be constructed and certified to be constructed in accordance with the accepted road and drainage plans, or all the required improvements must be bonded for in accordance with Spokane County regulations, prior to the recording of the final plat. Record drawings and all construction documentation shall be submitted with the proper certification statement. 30. Erosion Control: A Temporary Erosion and Sedimentation Control (TESC) plan is to be prepared by a WA State licensed Professional Engineer or Landscape Architect, and implemented throughout the duration of construction. The TESC plan is to be prepared using best management practices (BMP's) currently accepted within the Civil Engineering profession, and shall address limits on amount and duration of disturbed areas which have not been stabilized. The TESC plan is to include, as a minimum, a grading plan, location and details of silt control structures, and street cleaning program. Runoff from exposed areas must be filtered prior to discharging into a detention pond, 208 swale, or infiltration facility. The TESC plan is to be included in the road and drainage plans. The applicant's Engineer is to submit the TESC plan and supporting calculations to Spokane County for review, and shall receive acceptance as part of the plan review process prior to site disturbance. The TESC major structures (such as silt ponds, silt traps) are to be installed prior to other site work and the TESC measures are to be implemented and maintained throughout the duration of construction, including house construction. Page 5 «HearingDate» «TechnicalReviewDate» «FileNumber» «TechnicalReviewFileNumber» 31. If the project is phased and one phase depends on another phase for access and /or drainage treatment and disposal, the prior phase shall be completed and certified prior to the submittal of plans for the dependent phase of the development. One foot no access strips on public roads will not be released until the subject phase is completed, certified and accepted by Spokane County for maintenance. 32. A bond for the anticipated engineering inspection and certification portion of the project shall be posted with the County Engineer prior to final plat if construction improvements are bonded and not built. 33. Any new drainage system outside of the public right -of -way will neither be maintained nor operated by Spokane County forces. Prior to plan acceptance by the County Engineer, the Sponsor shall provide a mechanism, acceptable to the County Engineer, for the perpetual maintenance of the stormwater drainage system. This mechanism shall also provide for the funding of routine maintenance and the replacement of the various components of the drainage system at the end of the service life of the respective components, and any other improvements that may be legally required in the future. An Operations and Maintenance Manual for the stormwater management system shall be prepared by the Sponsor's Engineer, and included in the project documents submitted to the County Engineer for acceptance, along with a discussion of the design life of the various components, a calculated annual cost for repair and maintenance, and a calculated replacement cost. A Homeowners Association or other entity that is acceptable to the Spokane County must be proposed and accepted by the Spokane County Engineer for perpetual maintenance. 34. As per Section 9.14.080 of the Spokane County Code, no person shall construct a road or other facilities within the existing proposed, or future public right -of -way, or the private road easement in connection with the actions enumerated in Section 9.14.020 without out first having received a permit as specified in Section 9.14.070(1) for such facilities from the County Engineer. Said permit will not be granted until the plans for the development have been accepted by the County Engineer. If this provision is violated, the County Engineer may require the project plans be revised to show the construction that was done and specify how the construction that was done will meet Spokane County Standards prior to plan acceptance. 35. This proposed subdivision or development proposal is located within a drainage basin which has been identified by the Spokane County Engineer's and Utilities offices as having stormwater runoff problems. Since this proposed subdivision or development proposal is affected by or is a contributor to stormwater flows, property owners should participate in the planning and implementation of a future basin wide stormwater management system. The following statement shall be placed in the plat dedication: "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." .gage 6 «HearingDate» «TechnicalReviewDate» «FileNumber» «TechnicalReviewFileNUmber» 36. This preliminary plat is located within the Aquifer Sensitive Area. Drainage plans and calculations shall demonstrate how Water Quality Treatment Requirements are met, as outlined in the Spokane County Guidelines for Stormwater Management. 37. Before the road and drainage plans are submitted to Spokane County for review and acceptance, a Design Deviation must be submitted to Spokane County for any non - standard elements of the project plans. The sponsor shall acquire approval of the Design Deviation from the County Engineer before construction plans are submitted for review. The Design Deviation request must include adequate engineering justification and drainage calculations, and any other agency approvals that may be necessary. The Design Deviation request shall include a description of maintenance responsibilities. The applicant shall make provision for the perpetual maintenance of any drainage facilities located outside of the public right -of -way. The Spokane County Engineer may deny a Design Deviation may impose conditions of approval on the Design Deviation. In this proposal, the County Engineer may impose a condition of approval that requires the drainage treatment and disposal facilities be built and certified prior to any final plat. 38. At the time of review for this Extension of Time the applicant has submitted a final plat for Ridgemont Estates No. 4, 7' Addition. The 7` Addition was reviewed per the 1995 edition of the Spokane County Standards for Road and Sewer Construction (Spokane Board of Commissioners Resolution No. 95- 0498). Should a Extension of Time be granted, the 7' Addition shall have six months from the time of granting of the extension to file a final plat under the 1995 edition of the Spokane County Standards for Road and Sewer Construction. After the six month time period, if the 7 Addition has not filed a final plat, then it is required to comply with the most current edition of the Spokane County Standards for Road and Sewer Construction. Kimball, Sandy ,From: Hemmings, Bill Sent: Monday, April 30, 2001 8:05 AM To: Jones, Tammy Cc: Engelhard, Scott; Kimball, Sandy; Parry, Ed; Sims, Brenda; Baldwin, Greg; Hohman, John; Little, Colleen Subject: PE- 1423 -82 - Ridgemont Estates #4 - Time Extension Request 4 -30 -01 If a time extension is granted for this plat, I recommend the following conditions of approval: Bill Hemmings, PE P- 1423 -82 - Time Extension - C... 1 PROPOSED CONDITIONS OF APPROVAL FOR RIDGEMONT ESTATES #4, P- 1423 -82 TIME EXTENSION Prepared By: Bill Hemmings, P.E. Date: April 30, 2001 1. A Professional Engineer, licensed in the State of Washington, shall submit final road and drainage plans, a drainage report and road and drainage calculations that conform to the April 3, 2001 edition of the Spokane County Standards for Road and Sewer Construction and the current edition of the Spokane County Guidelines for Stormwater Management and the revised conditions of approval. Final road and drainage plans shall also comply with all applicable state and federal laws that may be applicable to this project. Final road and drainage plans, related calculations and a drainage report shall receive the County Engineer's acceptance prior to release of a construction or building permit or approval of the final plat. Following plan acceptance by the Spokane County Engineer, drainage language will be drafted by Spokane County and provided to the Sponsor's Engineer or Surveyor for inclusion with the final plat document. 2. Adequate drainage easements, granted to Spokane County and /or an acceptable maintenance entity, must be provided for all elements of the drainage plan, in order that proper maintenance may be performed. A homeowners association or acceptable alternative maintenance entity has been proposed for this development. Easements for drainage ditches and natural drainage channels shall be wide enough to contain within the easement the runoff from a 50 year, 24 hour storm event for the contributing basin, plus a 30% freeboard. The easement shall also include an adequate width for maintenance access to be able to conduct proper maintenance of natural drainages and an adequate width access road for man made drainage facilities. Any easements and agreements for acceptance, conveyance, treatment, and disposal of stormwater that lie outside of the proposed plat being submitted, must be submitted with the project plans before Spokane County will review the plans for acceptance. v 3. Maintenance access roads of sufficient width shall be provided to all man made ditches, ponds, drainage control structures, and any element of the system that may require replacement or maintenance in the future. Easements for drainage ditches shall be a minimum of 20 ft. in width. All maintenance access roads shall have a minimum of six inches of gravel, or other type of all- weather driveable surface acceptable to the County Engineer. The maintenance access road shall be designed to accommodate the turning movements of a Bus as defined by AASHTO. If the maintenance road is greater than 300 feet in length, measured from the connecting public roadway or paved private road, then a turn - around shall be provided at its terminus. 4. If the drainage disposal system includes infiltration of stormwater as an element in design, there shall be a site investigation and study conducted by a qualified Geotechnical Engineer prior to final submittal of road and drainage plans. The study shall evaluate the potential impacts on surrounding properties, foundations, basements, and structures, due to injecting and infiltrating stormwater. The study shall also evaluate the effects of imported water, such as septic system effluent and water used for lawn irrigation. If it is determined that negative impacts are probable, then mitigative measures shall be recommended by the geotechnical engineer and implemented by the applicant. The geotechnical report shall cover all sites where drywells or infiltration may be proposed. The report shall draw conclusions about the ability of any proposed drywells to function according to the Spokane County Guidelines for Stormwater Management. The site investigation shall also verify if the soils can infiltrate the stormwater at the minimum rate of 0.5 inches per hour for any proposed grassed percolation areas. If the minimum requirement can not be met, an alternative stormwater design will need to be submitted that meets the requirements of the Spokane County Guidelines for Stormwater Management. 5. If the project is developed in phases, a phased road and drainage plan shall be prepared by a licensed Professional Engineer, which clearly shows the phasing of the development. The plan must demonstrate that each phase of. the development is in conformance with the applicable Spokane County road and drainage standards, and the Conditions of Approval for the plat as well as any applicable regulations that may apply to this project from other governmental authority. The stormwater management systems and roads for this plat shall be constructed and certified to be constructed in accordance with the accepted road and drainage plans, or all the required improvements must be bonded for in accordance with Spokane County regulations, prior to the recording of the final plat. Record drawings and all construction documentation shall be submitted with the proper certification statement. 6. Erosion Control: A Temporary Erosion and Sedimentation Control (TESC) plan is to be prepared by a WA State licensed Professional Engineer or Landscape Architect, and implemented throughout the duration of construction. The TESC plan is to be prepared using best management practices (BMP's) currently accepted within the Civil Engineering profession, and shall address limits on amount and duration of disturbed areas which have not been stabilized. iThe TESC plan is to include, as a minimum, a grading plan, location and details of silt control structures, and street cleaning program. Runoff from exposed areas must be filtered prior to discharging into a detention pond, 208 swale, or infiltration facility. The TESC plan is to be included in the road and drainage plans. The applicant's Engineer is to submit the TESC plan and supporting calculations to Spokane County for review, and shall receive acceptance as part of the plan review process prior to site disturbance. The TESC major structures (such as silt ponds, silt traps) are to be installed prior to other site work and the TESC measures are to be implemented and maintained throughout the duration of construction, including house construction. 7. If the project is phased and one phase depends on another phase for access and /or drainage treatment and disposal, the prior phase shall be completed and certified prior to the submittal of plans for the dependent phase of the development. One foot no access strips on public roads will not be released until the subject phase is completed, certified and accepted by Spokane County for maintenance. 8. A bond for the anticipated engineering inspection and certification portion of the project shall be posted with the County Engineer prior to final plat if construction improvements are bonded and not built. 9. Any new drainage system outside of the public right -of -way will neither be maintained nor operated by Spokane County forces. Prior to plan acceptance by the County Engineer, the Sponsor shall provide a mechanism, acceptable to the County Engineer, for the perpetual maintenance of the stormwater drainage system. This mechanism shall also provide for the funding of routine maintenance and the replacement of the various components of the drainage system at the end of the service life of the respective components, and any other improvements that may be legally required in the future. An Operations and Maintenance Manual for the stormwater management system shall be prepared by the Sponsor's Engineer, and included in the project documents submitted to the County Engineer for acceptance, along with a discussion of the design life of the various components, a calculated annual cost for repair and maintenance, and a calculated replacement cost. A Homeowners Association or other entity that is acceptable to the Spokane County must be proposed and accepted by the Spokane County Engineer for perpetual maintenance. io. As per Section 9.14.080 of the Spokane County Code, no person shall construct a road or other facilities within the existing proposed, or future public right -of- way, or the private road easement in connection with the actions enumerated in Section 9.14.020 without out first having received a permit as specified in Section 9.14.070(1) for such facilities from the County Engineer. Said permit will not be granted until the plans for the development have been accepted by the County Engineer. If this provision is violated, the County Engineer may require the project plans be revised to show the construction that was done and specify how the construction that was done will meet Spokane County Standards prior to plan acceptance. 11. This proposed subdivision or development proposal is located within a drainage basin which has been identified by the Spokane County Engineer's and Utilities offices as having stormwater runoff problems. Since this proposed subdivision or development proposal is affected by or is a contributor to stormwater flows, property owners should participate in the planning and implementation of a future basin wide stormwater management system. The following statement shall be placed in the plat dedication: "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." 12. This preliminary plat is located within the Aquifer Sensitive Area. Drainage plans and calculations shall demonstrate how Water Quality Treatment Requirements are met, as outlined in the Spokane County Guidelines for Stormwater Management. 13. Before the road and drainage plans are submitted to Spokane County for review and acceptance, a Design Deviation must be submitted to Spokane County for any non - standard elements of the project plans. The sponsor shall acquire approval of the Design Deviation from the County Engineer before construction plans are submitted for review. The Design Deviation request must include adequate engineering justification and drainage calculations, and any other agency approvals that may be necessary. The Design Deviation request shall include a description of maintenance responsibilities. The applicant shall make provision for the perpetual maintenance of any drainage facilities located outside of the public right -of -way. The Spokane County Engineer may deny a Design Deviation may impose conditions of approval on the Design Deviation. In this proposal, the County Engineer may impose a condition of approval that requires the drainage treatment and disposal facilities be built and certified prior to any final plat. TO: S P O K A. N C 1 '� iii'.. C O U N T Y DIVISION OF PLANNING MICHAEL V. NEEDHAM, DIRECTOR Enclosure MEMORANDUM A DIVISION OF THE PUBLIC WORKS DEPARTMENT GARY OBERG, DIRECTOR Spokane County Division of Eiignieering and Roa 1s; Scott Englehard . 'c/o - Kimball - — Spokane Division of Engineering - Development Services; Bill Hemmings Spokane County Division of Utilities; Jim Red Spokane County Stormwater Utility; Brenda Sims Spokane Regional Health District; Steve Holderby Spokane County Division of Building and Code Enforcement; Jeff Forty Spokane County Fire Protection District No. 1 Vera Water & Power FROM: Tammy Jones, Associate Planner ITV DATE: April 27, 2001 U SUBJECT: Extension of Time for PE- 1423 -82 The Spokane County Division of Planning has received the attached request for an Extension of Time for the preliminary plat of Ridgemont Estates #4, PE- 1423 -82. If you have comments on the proposed extension or believe additional conditions should be made part of the preliminary plat approval, please forward your comments to me by May f 11;2001. If you have any questions, please contact me at 477 - 7225. Copy w/o enclosures to: Stanley R. Schultz, 422 W. Riverside 41100, Spokane, WA 99201 Sullivan South, 322 N. University, Spokane, WA 99206 1026 W. BROADWAY • SPOKANE, WASHINGTON 99260 - 0220 PHONE: (509) 477 -7201) • FAX: (509) 477 -2243 • TIJD: (509) 477 - 7133 NAME OF PLAT FILE NO: Ridgemont Estates 114, PE 1423 -82 PARCEL NO. 45252.9096 APPLICANT (NAME OF LEGAL OWNER): Sullivan South / Kenneth Dinner MAILING ADDRESS: 322 N. University CITY: Spokane STATE: WA PHONE: (work) 981 -4335 (home) IF APPLICANT IS NOT THE OWNER, INCLUDE WRITTEN OWNER AUTHORIZATION FOR THE BELOW OWNER'S DESIGNATED CONTACT TO SERVE AS REPRESENTATIVE OWNER'S DESIGNATED CONTACT: Sr an p R Crh„ to MAILING ADDRESS: t T I12 la tig,i i1I I01) CITY: 1 kaile/ STATE: 1U1,1/ PHONE: (work) 1Q IfT - 5Gµ'" I (home) 1. Has any portion of the plat, short plat or BSP been finalized (recorded)? Yes 1st th Page 1 of 2 Application for Extension of Time ZIP: 99206 (fax) ZIP: qg!.e t (fax) • •I • • :.. .. 2. Has a proposed final plat, short plat or BSP been submitted to the Division of Building and Planning? Yes X No If no, why has the plat, short plat or BSP not been finalized? What has been the delay? See art arh 3. What progress has occurred: What conditions of approval have been completed (such as survey work, improvements constructed, departmental approvals obtained)? See attached in drawings for the 7th Addition have heen rnmpleted and enhmittad to the County for review. 4. Why has the plat, short plat or BSP not been finalized? What has delayed finalization? See attahced. 5. Is this a phased project? Yes x No No. of lots originally approved: 285 No. of phases finalized to date: No. of lots remaining to be finalized: LEGAL OWNER SIGNATURE (Signature of legal owner or representative as authorized by legal owner) 1, Kenneth J Tupper , (print name) SWEAR OR AFFIRM THAT THE ABOVE RESPONSES ARE MADE TRUTHFULLY AND TO THE BEST OF MY KNOWLEDGE. I FURTHER SWEAR OR AFFIRM THAT 1 AM THE OWNER OF RECORD OF THE AREA PROPOSED FOR THE ABOVE IDENTIFIED LAND USE ACTION, OR, IF NOT THE OWNER. ATTACHED HEREWITH IS WRITTEN PERMISSION FROM THE OWNER AUTHORIZING MY ACTIONS ON HIS/HER BEHALF. ADDRESS: 322 N. University CITY: Spokane DATE SUBMITTED: AMOUNT RECEIVED: 211.00 EXT OF TIME APP/WTC/Rev. 51700 45 No. of acres remaining to date: 1 If yes, please complete the following inforrnation: PHONE: (5n9) SRt -AVIS STATE: WA ZIP: 99206 STATE OF WASHINGTON ) ss: COUNTY OF SPOKANE SUBSCRIBED AND SWORN to before me this z- NOTARY NOTiVRTINTy � / ` ` s..� • � est°n'E4.,O �/is ... NO • RY SIGNATURE �'0 CDT A R p : Notary Public in and for the State of Washington :_ • --C- t 4r�* i N PUGL \C : Residing at: S / i„ n P it 4b • '40?.' ti. " ib O' ,, 1„` � �� My appointment expires: /i`3 ,✓ /Ar • t._ RECEIVED BY Page 2 oft Application for Extension of Time b tu 6 DATE RECEIPT NO. Attachment to Application for Extension of Time Ridgemont Estates # 4, PE 1432 -82 As noted in the Findings of Facts, Conclusions of Law and Decision, dated May 31, 2000, granting an extension of time for Ridgemont Estates #4, Ridgemont Estates #4 originally encompassed all of what is now Ridgemont Estates North. The County requested that the Plat be spilt into Ridgemont Estates 4 Addition, and Ridgemont Estates North to avoid confusion over the multiple phases of the original 285 lot plat, and to ensure that phases of the Plat adjacent to the existing County roads would be developed along with phases on the interior of plat. As revised, Ridgemont Estates 4` Addition includes 131 lots. To date six (6) phases have been finalized leaving approximately 45 lots to be finalized. In the calendar year 2000, the Applicants submitted Final Plat drawings for Ridgemont Estates #4, 7` Addition. The County Engineer requested a change in some of the storm water drawings and some of the plat drawings. In the year 2000, and the beginning of 2001, the Applicant modified the final engineering drawings accommodate the County Engineer's concerns and to modify the drawings to reflect the widening of Sullivan Road, which occurred in the year 2000. All of these revised drawings and documents necessary for Final Plat approval have been submitted to Spokane County and are awaiting the County's approval. ti Lard Act'FileNuinber . PrjiVame , - Lots Final Auditor Recc 513 P- 1423 -82 RIDGEMONT EST NO 4 1ST ADD 285 13 05/08/1990 512 P- 1423A -82 RIDGEMONT EST NO 4 2ND ADD 17 17 01/25/1991 516 P- 14238 -82 RIDGEMONT EST NO 4 3RD ADD 11 11 04/11/1991 517 P- 1423C -82 RIDGEMONT EST NO 4 4TH ADD 23 23 06/24/1992 515 P- 1423D -82 RIDGEMONT EST NO 4 5TH ADD 22 22 06/24/1992 514 P- 1423E -82 RIDGEMONT EST NO 4 6TH ADD 5 5 11/17/1993 10541 P- 1423F -82 RIDGEMONT EST NO 4 7TH ADD 14 Sandy STR Parcel Page 1 04/27/2001 i f PLANNING DATE: May 16, 2000 MEMORANDUM SPOKANE COUNTY ENGINEER TO: Division of Engineering and Roads; Scott Engelhard, c/o Sandy Kimball Division of Utilities; Jim Red Spokane Regional Health District; Steve Holderby Spokane County Division of Building and Code Enforcement, Jeff Forry Fire Protection District No. 1 Vera Water and Power FROM: Jim Falk, Associate Planner A DIVISION OF THE PUBLIC WORKS DEPARTMENT Gary Oberg, Director RE: Extension of Time for PE- 1423 -82; Ridgemont Estates 4 Addition RECEIVED MAY 17 2000 The Spokane County Division of Planning has received the attached request for an Extension of Time to finalize the above referenced Preliminary Plat. Should the extension be granted, it will be effective from June 1, 2000 to June 1, 2001. Attached for your assistance in this matter is-a.map- fromvthe applicant showing the location of the lots to be finalized. If you haye any comments on 'lie proposed extension or believe additional conditions sh "ould be made a part of the preliminary plat approval, please forward comments tome by May 30, 2000. Thank you. c: Sullivan South c /o. Ken Tupper, 12929 E. Sprague Avenue., Spokane, WA. 99216 1026 W. BROADWAY • SPOKANE, WASHINGTON 99260 -0220 PHONE: (509) 477 -7200 • FAX: (509) 477 -2243 • TDD: (509) 477 -7133 NAME OF PLAT /FILE NO Ridgemont Estates 114, PE 1423 -82 APPLICANT (NAME OF LEGAL OWNER): Sullivan South /Kenneth S. Tupper MAILING ADDRESS: E. 12929 Sprague Avenue CITY: Spokane STATE: Washington ZIP: 99216 PHONE: (work) 928 -1991 (home) (fax) IF APPLICANT IS NOT THE OWNER, INCLUDE WRITTEN OWNER AUTHORIZATION FOR THE BELOW OWNER'S DESIGNATED CONTACT TO SERVE AS REPRESENTATIVE OWNER'S DESIGNATED CONTACT: MAILING ADDRESS CITY: STATE: ZIP: PHONE: (work) (home) (fax) 1. Has any portion of the plat, short plat or BSP been finalized (recorded)? Yes, 1st through 6th Additions have been finalized; engineering for the 7th Addition has been completed and submitted to the County for review. 2. Has a proposed final plat, short plat or BSP been submitted to the Division of Building and Planning? Yes X No If no, why has the plat, short plat or BSP not been finalized? What has been the delay? See attached. , 3. What progress has occurred: What conditions of approval have been completed (such as survey work, improvements constructed, departmental approvals obtained)? See attached. Page 1 of 2 Application for E3nsion of Tune RECF VPD: CO(JN T'/ 2000 INC. DIVISION 4. Why has the plat, short plat or BSP not been finalized? What has delayed finalization? See attached 5. Is this a phased project? Yes X No No. of lots originally approved: 285 No. of lots remaining to be finalized: 45 LEGAL OWNER SIGNATURE (Signature of owner or representative as authorized by legal owner) um. _ (print name) SWEAR OR AFFIRM THAT THE ABOVE RESPONSES • RE \: TR THFULLY AND TO THE BEST OF MY KNOWLEDGE. I FURTHER SWEAR OR AFFIRI ` AT I AM THE OWNER OF RECORD OF THE AREA PROPOSED FOR THE ABOVE IDENTIFIED LAND USE ACTION, OR, IF NOT THE OWNER, ATTACHED HEREWITH IS WRITTEN PERMISSION FROM THE OWNER AUTHORIZING MY ACTIONS ON HIS/HER BEHALF. ADDRESS: ( CITY: EXT OF TIME REQ/wTC /5 -99 S - - 4 STATE: Page 2 of 2 Application for Extension of Time If yes, please complete the following information: No. of phases finalized to date: 6 No. of acres remaining to date: 18 PHONE: 6 15 - 7 ( I 634 ZIP: 19 a / STATE OF WASHINGTON ) ss: COUNTY OF SPOKANE ) n SUBSCRIBED AND SWORN to before me this c22S day of NOTAK,I,OPNI Ill//// \ • MC NOTARY Proloo NOTARY SIGNATURE Notary Public in and for the State of Washington 3Na Q5 Residing at: i9J;. GFC 10, ' 1 • • c. \ /RP lltll \\ My appointment expires: DATE SUBMI i I ED: AMOUNT RECEIVED: RECEIVED BY: RECEIPT NO. Originally, Ridgemont Estates 4th Addition encompassed all of what is now Ridgemont Estates North. The County requested that the plat be split into Ridgemont Estates 4th Addition as Ridgemont Estates North to avoid confusion over the multiple phases of the original 285 lot plat and to insure that phases of the plat adjacent to the existing county roads (16th Avenue) would be developed along with phases on the interior of the plat. In recent years, the owner has concentrated on completing that portion of the plat now called Ridgemont Estates North. Ridgemont Estates North has only one phase remaining consisting of 6 lots. Final engineering drawings have been completed for Ridgemont Estates 4th Addition 47. After review of the proposed plat and engineering drawing, the county engineer requested a change in the proposed location of a stormwater detention pond. The county engineer's preferred location is presently landscaped by an adjoining lot owner who evidently ignored the stormwater requirement of a previous plat. The plat sponsor is presently working to resolve these issues with the county engineer and lot owner. __ __ _ _L _L _ � J L L . —. —. ___ — �6iVMacM1� cmrfi5 -a Ts! F r"r + No q V /C /NITY MAP PRELIMINARY PLAT O£ N 1/2 of SECTION 25. T. 25 N.. R. 44 E.M.L. NOTC: Poo "MOM RIDGEMONT ESTATES NORTH: S impson Engineers, Int. Ova licInE(.5. • i.o >c s e xob v.. 4 . d 9 A.?r ON 916 - 1722 • Kimball, Sandy From: Hemmings, Bill Sent: Friday, May 26, 2000 9:09 AM To: Falk, Jim Cc: Engelhard, Scott; Kimball, Sandy; Parry, Ed; Sims, Brenda; Miller, Katherine; Darrell, Virginia Subject: P- 1423 -82 - Ridgemont Estates 4th Addition 5 -25 -00 Here are my proposed conditions of approval for this time extension. Bill Hemmings, PE Eff P- 1423 -82 - Ridgemont Estates 4th Additi Page 1 PROPOSED PLAT CONDITIONS FOR RIDGEMONT ESTATES 4TH ADDITION P- 1423 -82 May 26, 2000 I recommend the following plat conditions for tlie above referenced plat: 1. A Professional Engineer, licensed in the State of Washington, shall submit final road and drainage plans, a drainage report and road and drainage calculations. Road plans shall comply with the original standards applied to this plat for roads except that the submittal, inspection and certifications sections of the latest Spokane County Standards for Road and Sewer Construction shall apply. The current edition of the Spokane County Guidelines for Stormwater Management shall apply to the design of any stormwater improvements. Final road and drainage plans shall also comply with all applicable state and federal laws that may be applicable to this project. Final road and drainage plans, related calculations and a drainage report shall receive the County Engineer's acceptance prior to release of a construction or building permit or approval of the final plat. Following plan acceptance by the Spokane County Engineer, drainage language will be drafted by Spokane County and provided to the Sponsor's Engineer or Surveyor for inclusion with the final plat document. 2. The stormwater management systems and roads for this plat shall be constructed and certified to be constructed in accordance with the accepted road and drainage plans, or all the required improvements must be bonded for in accordance with Spokane County regulations, prior to the recording of the final plat. Record drawings and all construction documentation shall be submitted with the proper certification statement. 3. As per Section 9.14.080 of the Spokane County Code, no person shall construct a road or other facilities within the existing proposed, or future public right -of -way, or the private road easement in connection with the actions enumerated in Section 9.14.020 without out first having received a permit as specified in Section 9.14.070(1) for such facilities from the County Engineer. Said permit will not be granted until the plans for the development have been accepted by the County Engineer. If this provision is violated, the County Engineer may decide to not accept a bond for the improvements and may require the project sponsor to build and certify the facilities prior to final plat. 4. This proposed subdivision or development proposal is located within a drainage basin which has been identified by the Spokane County Engineer's Page 1 PROJECT: FILE #: END TO: FROM: DATE: OFFICE OF THE SPOKANE COUNTY ENGINEER 1026 W Broadway Ave, Spokane, WA 99260 -0170 (509)477 -3600 Fax 477 -2243 "ENGINEER'S CONDITIONS OF APPROVAL" EXTENSION OF TIME Spokane County Planning Departm9flt Division of Engineering & Roads June 2, 1999 RIDGEMONT EST NO 4 PE- 1423 -82 / ) Review Date: Sponsor /Applicant: Section Township Range: Planner: The Spokane County Engineering Department has reviewed the above referenced application. The following "Conditions of Approval" are submitted to the Spokane County Planning Department for inclusion in the "Findings of Fact, Conclusions and Order /Decision" should the request be approved. 1. The Spokane County Engineer has reviewed the extension of time and will require that the proposed plat shall be improved to the standards set forth in Spokane County Board of Commissioners Resolution No. 99 -0265, as amended, which establishes regulations for roads, approaches, drainage and fees in new construction. CC: Applicant TDC INC SULLIVAN SOUTH Engineer /Surveyor SIMPSON ENGINEERING Planner LOUIS WEBSTER 06/14/1999 (06/12/1998) TDC INC SULLIVAN SOUTH 25 -25 -44 TAMMY JONES BUILDING AND PLANNING James L. Manson, C.B.O., Director Enclosure MEMORANDUM 1026 W. BROADWAY • SPOKANE, WASHINGTON 99260 -0050 PHONE: (509) 477 -3675 • FAX: (509) 477 -4703 • TDD: (509) 324 -3166 C o U rEC ED 1999 A DIVISION OF THE PUBLIC DEPA �RTMENT ar 46ddd16 TO: Spokane County Division of Engineering and Roads; Pat Harper c/o Sandy Kirrmball Spokane Division of Engineering- Development Services; Bill Hemmings Spokane County Division of Utilities; Jim Red Spokane County Stormwater Utility; Brenda Sims Spokane Regional Health District; Steve Holderby Long Range Planning Division; John Mercer Spokane County Fire Protection District No. 1 Vera Water & Power Central Valley School District No. 356 FROM: Tammy Jones, Associate Planner .0 DATE: May 27, 1999 SUBJECT: Extension of Time for PE- 1423 -82; Ridgemont Estates #4 The Spokane County Division of Building & Planning has received the attached request for an Extension of Time for the preliminary plat of Ridgemont Estates #4, PE- 1423 -82. If you have comments on the proposed extension or believe additional conditions - should be.made part of th'e preliminary plat approval, please forward comments to me by June ) 14,1999. - Thank you. c: Sullivan South, c/o Kenneth J. Tupper, 12929 E. Sprague Ave, Spokane, WA 99216 Simpson Engineering, 909 N. Argonne Rd., Spokane, WA 99204 RE ,EIVED SPOKANE COUNTY DIVISION OF BUILDING & PL t E COUNTY EXTENSION OF TIME APPLICATION MAY 2 5 lyy FILE NO.: PE 1423 82 Owner: Address: City, State, Zip: Phone: Applicant /Sponsor: Address: City, State, Zip: Phone: Surveyor: Address: City, State, Zip: Phone: Sullivan South et al, c/o Kenneth J. Tupp @'r' E. 12929 Sprague Avenue Spokane, WA 99216 928 -1991 Same as above Simpson Engineering N. 909 Argonne Road Spokane, WA 99204 926 -1372 Fax: Fax: Fax: NO. OF LOTS: DIVISION OF BUILDING AND PLANNING I. 1 -las any portion of the plat, short plat or BSP been finalized? (Recorded with the Auditor) Yes, 1st through 6th Additions have been finalized . Also Ridciemont Estates North 1st through 8th Addition have been finalized and the final phase (9th Addition) is pending. 2. Has a proposed final plat; short plat or BSP been submitted to the Division of Building and Planning? Yes X No If no, why has the plat, short plat or BSP clot been finalized? See attached 3. What progress has occurred? What conditions of approval have been completed (such as survey work, improvements constructed, departmental approvals obtained)? Phase 1 through 6 have been finalized consisting of 91 lots and 2 churches. Also, see response to question number 2 ahnvP 4. Is this a phased project? Yes X No If yes, please complete the following information: No. of lots originally approved: 285 No. of phases finalized to date: 6 18 No. of lots remaining to be finalized: 45 No. of acres remaining to date: DATE FAT (VINE RMIMVI , S1GNA TUL WNER PLEASE SUBMIT THIS FORM ALONG WITH THE REQUIRED TIME EXTENSION FEE TO THE DIVISION OF BUILDING AND PLANNING t.ai +H'i'1. DATE SUBMITTED +� +�����*! RECEIVED BYI Originally, Ridgemont Estates 4th Addition encompassed all of what is now Ridgemont Estates North. The County requested that the plat be split into Ridgemont Estates 4th Addition as Ridgmeont Estates North to avoid confusion over the multiple phases of the original 285 lot plat and to insure that phases of the plat adjacent to the existing county roads (16th Avenue) would be developed along with phases on the interior of the plat. In recent years the owner has concentrated on completing that portion of the plat now called Ridgemont Estates North. The final phase has been submitted for final plat approval. Now that the Ridgemont Estates North has been completed, the owner will proceed to finalize the remaining of the 35 lots in Ridegmont Estates 4th. Kimball, Sandy 5 -28 -99 V'& W .res, P5 From: Hemmings, Bill Sent: Friday, May 28, 1999 9:05 AM To: Jones, Tammy Cc: Engelhard, Scott; Harper, Pat; Harper, Pat; Pederson, John; Kimball, Sandy; Busko, Doug; Miller, Katherine; Sims, Brenda; Darrell, Virginia Subject: P -1423 - Ridgemont Estates #4 - Extension of Time I received the above referenced submittal on May 27, 1999. I recommend approval of an extension, provided there is a condition of approval to meet the latest version of the Spokane County Standards for Road and Sewer Construction as well as the latest edition of the Spokane County Guidelines for Stormwater Management. Page 1 e CONDITIONS OF APPROVAL FOR RIDGEMONT ESTATES , PE- 1423 -82 PREPARED BY: Bill Hemmings, P.E. DATE: 6 -11 -98 1. A Professional Engineer, licensed in the State of Washington, shall submit final road and drainage plans, a drainage report and calculations that conform to all currently adopted standards and laws governing stormwater management, road and sewer design in Spokane County. Road widths and dedication of right of way shall match previously approved roads in this plat. Final drainage plans and a drainage report shall receive the County Engineer's acceptance prior to release of a construction or building permit, or approval of the land action. 2. The stormwater management systems and roads for this plat shall be constructed and certified to be constructed in accordance with the accepted road and drainage plans, or all the required improvements must be bonded for in accordance with Spokane County regulations, prior to the recording of the final plat. Record drawings and all construction documentation shall be submitted with the proper certification statement. 3. A bond and engineering inspection agreement for the anticipated engineering inspection and certification by the applicant's engineer for the project shall be posted with the County Engineer prior to plan acceptance. 4. Adequate drainage easements, granted to Spokane County and/or an acceptable maintenance entity, must be provided for all elements of the drainage plan, in order that proper maintenance may be performed. 5. If the project is developed in phases, then a phased road and drainage plan shall be prepared by a licensed Professional Engineer, showing the phasing of the development. The plan must demonstrate that each phase of the development is in conformance with the applicable Spokane County road and drainage standards, and the Conditions of Approval for the plat. 6. Erosion Control: A Temporary Erosion and Sedimentation Control (TESC) plan is to be prepared by a Washington State licensed Professional Engineer, and implemented throughout the duration of construction. The TESC plan is to be prepared using the best management practices (BMP's) currently accepted within the Civil Engineering profession, and shall address limits on amount and duration of disturbed areas which have not been stabilized. The TESC plan is to include, as a minimum, a grading plan, the location and details of silt control structures, and a street cleaning program. The plan must demonstrate that stormwater runoff will be filtered prior to discharge into a detention pond, 208 swale, receiving water, or infiltration facility. The TESC plan is to be included in the road and drainage plans. The Sponsor's Engineer is to submit the TESC plan and supporting calculations to Spokane County for review, and shall receive acceptance as part of the plan review process, prior to site disturbance. The TESC major structures (silt ponds, silt traps, etc.) are to be installed prior to other site work commencing. The TESC measures are to be implemented and maintained throughout the duration of construction, including home construction. 7. Soil testing shall be performed in all proposed drainage areas to verify that the soils are pre- approved for the use of drywells. Additional testing and design will be required if it is determined that the soils are not pre- approved for the use of drywells. All geotechnical work shall be performed by a geotechnical engineer, licensed in the State of Washington as a Professional Engineer. 8. If the project is phased and one phase depends on another phase for access and/or drainage treatment and disposal, the prior phase shall be completed and certified prior to the submittal of plans for the dependent phase of the development. One foot no access strips on public roads will not be released until the subject phase is completed, certified and accepted by Spokane County for maintenance. No access through a non certified and non- accepted phase of the development may be allowed and no plans will be accepted by Spokane County for construction unless the prior phase is completed and certified by the Sponsor's Engineer. Page 1 c#* -4"r 1026 W TO: FROM: DATE: PROJECT: FILE #: OFFICE OF THE SPOKANE COUNTY ENGINEER Broadway Ave, Spokane, WA 99260 - 0170 (509)456 - 3600 Fax 324 - 3478 "ENGINEER'S CONDITIONS OF APPROVAL" EXTENSION OF TIME Spokane County Planning Department Division of Engineering & Roads June 11, 1998 RIDGEMONT EST NO 4 PE- 1423 -82 / ) Hearing Date: Review Date: Sponsor /Applicant: Section Township Range: Planner: Technical Review Date: ( @ ) CC: Applicant TDC INC SULLIVAN SOUTH Engineer /Surveyor SIMPSON ENGINEERING Planner LOUIS WEBSTER 06/12/1998 TDC INC SULLIVAN SOUTH 25 -25 -44 LOUIS WEBSTER The Spokane County Engineering Department has reviewed the above referenced application. The following "Conditions of Approval" are submitted to the Spokane County Planning Department for inclusion in the "Findings of Fact, Conclusions and Order /Decision" should the request be approved. 1. The Transportation Engineering Section has reviewed the extension of time and has no additional comments to add other than those conditions of record as amended. Please note the following conditions submitted by Bill Hemmings. 2.A Professional Engineer, licensed in the State of Washington, shall submit final road and drainage plans, a drainage report and calculations that conform to all currently adopted standards and laws governing stormwater management, road and sewer design in Spokane County. Road widths and dedication of right of way shall match previously approved roads in this plat. Final drainage plans and a drainage report shall receive the County Engineer's acceptance prior to release of a construction or building permit, or approval of the land action. 3. The stormwater management systems and roads for this plat shall be constructed and certified to be constructed in accordance with the accepted road and drainage plans, or all the required improvements must be bonded for in accordance with Spokane County regulations, prior to the recording of the final plat. Record drawings and all construction documentation shall be submitted with the proper certification statement. Page 2 PE- 1423 -82 4.A bond and engineering inspection agreement for the anticipated engineering inspection and certification by the applicant's engineer for the project shall be posted with the County Engineer prior to plan acceptance. 5. Adequate drainage easements, granted to Spokane County and /or an acceptable maintenance entity, must be provided for all elements of the drainage plan, in order that proper maintenance may be performed. 6. If the project is developed in phases, then a phased road and drainage plan shall be prepared by a licensed Professional Engineer, showing the phasing of the development. The plan must demonstrate that each phase of the development is in conformance with the applicable Spokane County road and drainage standards, and the Conditions of Approval for the plat. 7. Erosion Control: A Temporary Erosion and Sedimentation Control (TESL) plan is to be prepared by a Washington State licensed Professional Engineer, and implemented throughout the duration of construction. The TESC plan is to be prepared using the best management practices (BMP's) currently accepted within the Civil Engineering profession, and shall address limits on amount and duration of disturbed areas which have not been stabilized. The TESC plan is to include, as a minimum, a grading plan, the location and details of silt control structures, and a street cleaning program. The plan must demonstrate that stormwater runoff will be filtered prior to discharge into a detention pond, 208 swale, receiving water, or infiltration facility. The TESC plan is to be included in the road and drainage plans. The Sponsor's Engineer is to submit the TESC plan and supporting calculations to Spokane County for review, and shall receive acceptance as part of the plan review process, prior to site disturbance. The TESC major structures (silt ponds, silt traps, etc.) are to be installed prior to other site work commencing. The TESC measures are to be implemented and maintained throughout the duration of construction, including home construction. 8. Soil testing shall be performed in all proposed drainage areas to verify that the soils are pre- approved for the use of drywells. Additional testing and design will be required if it is determined that the soils are not pre- approved for the use of drywells. All geotechnical work shall be performed by a geotechnical engineer, licensed in the State of Washington as a Professional Engineer. 9. If the project is phased and one phase depends on another phase for access and /or drainage treatment and disposal, the prior phase shall be completed and certified prior to the submittal of plans for the Page 3 PE- 1923 -82 dependent phase of the development. One foot no access strips on public roads will not be released until the subject phase is completed, certified and accepted by Spokane County for maintenance. No access through a non certified and non - accepted phase of the development may be allowed and no plans will be accepted by Spokane County for construction unless the prior phase is completed and certified by the Sponsor's Engineer. Enclosures we BUILDING AND PLANNING • JAMES L. MANSON, C.B.O., DIRECTOR DATE: June 2, 1998 MEMORANDUM TO: Spokane "Di vision of Engineering - Transportation Engineering Spokane County Division of Utilities, Jim Red Spokane County Health District, Steve I Iolderby Spokane County Fire District No. 1 Vera Water and Power FROM: Louis Webster, AICP, Associate Planner C o 13 JUN tt 4 U - I - 1998 ��./�p����( `OUNTYEN GINEER A DIVISION OF THE PUBLIC WOR'4SC E yARINIENT DENNIS M. SCOTT, P.E., DIRECTOR SUBJECT: Request for an Extension of Time for PE- 1423 -82 Please review the attached Extension of Time application submitted by T.D.C., Inc. for PE- 1423 -82. Please forward any written comments and recommended updated conditions to me by, June 12, 1998.` If you have any questions regarding this plat, you may contact me at 456 -3675. - Copy without enclosures to: T.D.C., Inc. Simpson Engineers, Surveyor 1026 WEST BROADWAY AVENUE • SPOKANE, WASHINGTON 99260 PHONE: (509) 456 -3675 • FAX: (509) 4564703 TDD: (509) 324 -3166 R ECEN E D 1 SPOKANE COUNTY DIVISION OF BUILDING & PLANNING EXTENSION OF TIME APPLICATION FILE NO.: PE - 1423 -82 Owner: Address: City, State, Zip: Phone: Applicant /Sponsor: Address: City, State, Zip: Phone: Surveyor: Address: City, State, Zip: Phone: Orr DATE Err OF1 mNCQX vim Sullivan South E. 12929 Sprague Spokane, WA 99216 928 -1991 T.D.C., Inc. Sullivan E. 12929 Sprague Spokane, WA 99216 928 -1991 Simpson Engineering N. 909 Argonne Spokane, WA 99204 926 -1372 4. Is this a phased project? Yes X No No. of lots originally approved: 785 DATE SUOMITTEDi' „'$k Fax: South Fax: Fax: of financing permit. Also, see attached. NO. OF LOTS: 285 SIG VAT EOF OW ER 'STAPP:ONUY, f1ECCIVED SPOKANE COUNTY MAY 2 6 1998 DIVISION OF BUILDING AND PLANNING Lki Has any portion of the plat, short plat or BSP been finalized? (Recorded with the Auditor) Ridgemont Estates No. 4, 1st through 6th Additions have been finalized Ridgmont Fstates North, 1st thrnHgh n +h ❑tt;r;ans have also been finalized. 2. Has a proposed final plat, short plat or BSP been submitted to the Division of Building and Planning? Yes No X If no, why has the plat, short plat or BSP not been finalized? This is a large plat which has bee continuously developed in 91 single family residences and churches. 6 phases of the plat nave been finalized as market conditions and the availability 3. What progress has occurred? What conditions of approval have been completed (such as survey work, improvements constructed, departmental approvals obtained)? This plat has been continuously developed in full compliance with all plat conditions. 6 . phases, containing 91 homes, have been finalized. Several rhurrhas have alao hppn const cted the plat. further development of the plat will continue over the next several years. Also, see attached. If yes; please complete the following information: No. of phases finalized to date: 6 No. of lots remaining to be finalized: 35 No. of acres remaining to date: PLEASE SUBMIT THIS FORM ALONG WITH THE REQUIRED TIME EXTENSION FEE TO THE DIVISION OF BUILDING AND PLANNING ATTACHMENT TO EXTENSION OF TIME APPLICATION A large portion of this preliminary plat has also received approval as Ridgemont Estates North. The Applicant has been continuously developing this plat, and has finalized 8 phases therein. Ridgemont Estates North, 6th Addition, containing 15 lots, was finalized in 1996. The 7th Addition, with 15 lots, was finalized in 1997„ and the 8th Addition, with 23 lots, was finalized in 1998. Only 23 lots remain to be finalized in Ridgemont Estates North. The Applicants' work this portion of the project has substantially completed the overall master plan for development of Ridgemont Estates No. 4 approved in 1982, and demonstrates continuing progress toward finalization of the Ridgemont Estates No. 4 plat. OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON February 23, 1996 TO: SPOKANE COUNTY PLANNING DEPARTMENT (Current Planning Administrator) � � FROM: SPOKANE COUNTY ENGINEER \Jo�' SUBJ EXTENSION OF TIME, PE 1423-82/Ridgemont Estates #4 re: SO.divisions The County Engineer has reviewed the extension of time and has no additional comments to add other than those conditions of record as as amended" • DEPARTMENT OF BUILDING AND PLANNING JAMES L. MANSON, C.B.O., DIRECTOR TO: Spokane County Division of Engineering and Roads Spokane County Division of Utilities Spokane County Health District Spokane County Division of Buildings Spokane County Parks Department Fire Protection District No. 1 Vera Irrigation District Central Valley School District FROM: Steve Davenport, Planner II! n DATE: February 15, 1996 l � SUBJECT: Extension of Time for PE- 1423 -82 RIDGEMONT ESTATES NO. 4 Thank you. Enclosure MEMORANDUM A DIVISION OF THE PUBLIC WORKS DEPARTMENT DENNIS M. SCOTT, P.E., DIRECTOR c: Sullivan South, 12929 East Sprague Avenue, Spokane, WA 99216 1026 WEST BROADWAY AVENUE • SPOKANE, WASHINGTON 99260 BUILDING PHONE: (509) 456 -3675 • FAX: (509) 456 -4703 PLANNING PHONE: (509) 456 -2205 • FAX: (509) 456 -2243 T1111- /cn(H Onl O1 /.L RECEIVED FEB 2 0 iysti bum Eagieeering The Spokane County Planning Department has received the attached request for an Extension of Time to finalize the plat of PE- 1423 -82 RIDGEMONT ESTATES NO. 4. If you have comments on the proposed extension or believe additional conditions should be made a part of the preliminary plat approval, please forward comments to Steve Davenport by February 28, 1996. PLEASE COMPLETE THE FOLLOWING INFORMATION: Briefly summarize the progress made, to date, in preparing the plat to be finalized (Le., physica construction, bonding for improvements, surveying and drafting work, accomplishing venous departmental requirements, obtaining or granting casements, etc.) This plat has been continuously developed in single family residences and churches along Sullivan Road. The Seventh Day Adventist Church is presently permitted for construction with this plat. All plat conditions have been complied with as fi plats and development has occured. This pia is n r of the larger Ridgemont Development which has experienced signifjCan development and which will continue to develop over the next years. �� oa r`' 2 • 0 I il l Ilk DATE APPLICANT /SU' EYO' Sponsor: Address: City, State, Zip: Phone: y SPOKANE COUNTY PLANNING DEPARTMENT PRELIMINARY PLAT EXTENSION OF TIME FORM PlatNumber. PE 1423 82 Plat Name: Ridgemont Estates No. # of Lots: 28 5 #of Acres: 139 T.D.C., Inc. Sullivan South E. 12929 Sprague Spokane, WA 99216 928 -1991 Engineer /Surveyor: Address: City, State, Zip: Phone: Simpson Engineering N. 909 Argonne 926 -1322 91 Owner: Sullivan South Addrosa: E. 12929 Sprague C:Iy,Stalc,7.ip: Spokane, WA 99216 Phone: 928 -1991 Spokane, WA 99212 PHASED PROJECT (111 BE COMPLETED l NI.Y W THE PLAT IS BEING DEVELOPED AND FINALIZED IN PHASES) # of lots originally approved: 2 85 # of phases finalized to date: 5 phases # of lots remaining to be finalized: # of acres remaining: approx. 50 acres PLEASE RETURN 11115 FORM ALONG W1'I'H - EXTENSION OF TIME Flit:, ■9at � �� 1 � in a 5 4 OFFICE OF THE COUNTY ENGINEER February 11, 1993 Washington Mutual Savings Bank P.O. Box 324 Spokane, WA 99201 -0324 Dear Sir or Madam: Very truly ygtrs, 1_5 James A. Radke Assistant Construction Engineer N. 811 Jefferson AI! 41 A--44 II RLtia is. S P O K A N E st." .3t ami Re: Ridgemont Estates No. 4 1st Addition A DIVISION OF THE PUBLIC WORKS DEPARTMENT Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director Please be advised that Land Loan No. 04 -831- 144037 -9 issued by your company for roadway improvements in the above mentioned subdivision, in the current amount of $6,000.00 may now be reduced to $500.00. If you have any questions, feel free to call our office. Spokane, WA 99260 -0180 (509) 456 -3600 FAX (509) 456 -4715 OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON May 13, 1991 TO: SPOKANE COUNTY PLANNING DEPARTMENT (Current Planning Administrator Attn. Steve Horobiowski) J FROM: ;SPOKANE COUNTY ENGINEE�`]��� '- �� �� ��+ \ SUBJ: Certificate of Exemption / Grace Harvest- Sullivan South Partnership re: Subdivisions The following "Conditions of Apprcval'/ for the above referenced Certificate of Exemption are submitted to the Spokane County Planning Department for inclusion in the Conditions of Approval should the Certificate of Exemption be approved. E19 The word "applicant" shall include the owner or owners of the property, his heirs, assigns and successors. E13 Dedication to total 55 ft of right of way from the centerline, (Section Line), of Sullivan Road" E14 No direct access shall be allowed from this lot to Sullivan Road. E20 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 applicant. This . provision is applicable to those improvements not specifically reguired to be constructed by these conditions of approval or of �� ' those conditions of approval of PE 14'23 Ridgemont Estates # 4. E21 As an alternate method of constructing the road improvements stated herein, the applicant may, with the approval of the County Engineer, accomplish the road improvements stated herein by joining and participating in a County Road Project (CRP) to the extent of the required road improvements. At such time as an CRP 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 applicant. This provi.sonisapplicable to those improvements not specifically required to be constructed by these conditions of approval nr of those conditions of approval of PE 1423 Ridgemont Estates # 4. E59 Applicant shall sign a record Spokane County Notice to the Public # 6 which specifies the following: The owner or successor in interest agree to authorize the County to place their name on a petition for the formation of a Read Improvement District (RID) by the petition method pursuant to Chapter 36.88 RCW, which petition includes the owners property. If an RID is formed by either the petition or resolution method, as provided for in Chapter 36.88 RCW the owner or successors further agree: (1) that the improvement 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 owners or successors shall retain the right, as authorized under RCW 36.88.090, to object to any assessment on the property as a result of the .improvements called for in conjunction with the formation of the RID by either petition or resolution method under Chapter 36.88 RCW. This provision is applicable to those improvements not specifically reg!_iiredto_be constructed by these cm nditions Of approval or of those conditions of approval of PE 1423,_ Ridgemont Estates # 4. Applicant shall design a 5 lane section, (see attached typical section), from the north property boundary through and beyond the intersection of Sullivan Road and 24th Avenue. Specific engineering details regarding the typical section, (as attached), will be provided by Spokane County to the applicants' engineer. Applicant shall construct the middle 3 lanes of the typical section provided for in the aforementioned condition of approval. This will include 35 ft. of improved surfaced travelway plus adequate shoulders. Tapers shall be constructed for the 2 previous conditions of approval, per review and approval of the County Engineer. The parking lot shall be redesigned so as to allow access to the realigned Pioneer Street consistent with the redesign of Ridgemont Estates # 4 Preliminary Plat. The applicant shall provide appropriate easements or right of way, at the descretion of the County Engineer, to allow access north /south on Pioneer Street to 20th Avenue„ Sidewalks shall be constructed along the frontage of 24th Avenue. All those conditions provided for in the preliminary plat approval of PE 1423 R.idgemont Estates # 4 and as amended by the building permit and Certificate of Exemption conditions of approval are still applicable. OFFICE OF THE COUNTY ENGINEER TO: Tom Yake FROM: Jerry Sims e SPOKANE COUNTY, WASHINGTON SUBJECT: Ridgemont No 4 First Addition DATE: December 11, 1990 Ken Tupper has requested that you send him the most recent copy of the "punch list" for this plat. Thank You late 7//1/90 Inspector Str01.,kc Weather a.m. p.m. Time Charged Contractor this Day - 1 /2 or 1 Other County Personnel Diary Section 1) ( 1Pr'1/'L dehri s All fpi Signing checked j1. )(5 & F e INSPECTION REPORT Pg 1 of OFFICE OF THE SPOKANE COUNTY ENGINEER l /Lj 0 a.m. pm 1 2 3 4 5 6 Project Name d Ri'r.l ye »-�n ? E51 . #%/- 1 Project No. CRP /RI Report No Contractor and /orSub(s) Fflapr K 8,11 anion, Equipment List dry We 115 deer./ Ij&isf iri t V"; or 7)11(1 p'iLP 51; 7 / de 5; Jr el- v. �i sIa S85 Ff of cicJewmIk 2p1tIz AVe In514I 5/2n1 0410, On . SJ'rr,•Inrc1 - km -Cc e- S v S • Hrs. Used Standby Number Contractor Personnel Classification 1 2 3 4 5 6 f'rnen rrank-deS nod -110451, ()uf Sewer 1i v1P.s. 1 edit ofj WI kA m fit1 Frame •• —s - • A = S aTllfre, srflaW t. n. • • • • 1awvalem/SeaT2 • —If:RTl1fI • • VII • — r e _ 41111 - • 7) S,.✓VPff I" PP MfH / .�yi�l ITEM NO. DESCRIPTION LOCATION UNITS QTY. QTY. TO DATE INT. INSPECTOR'S SIGNATURE 7/ _�rn4 /9D SPOKANE COUNTY COURTHOUSE TO: Thank you. kc Enclosure Spokane County County Engineer Spokane County Utilities Spokane County Health District Spokane County Department of Building & Safety Fire Protection District No. 1 Vera Irrigation District •• PLANNING DEPARTMENT BROADWAY CENTRE BUILDING N. JEFFERSON STREET MEMORANDUM PHONE 456 -2205 SPOKANE, WASHINGTON 99260 RECEIVED DEC D 8 1992 SPOKANE CCustVY ENGINEER FROM: William J. Moser, Planner I DA I E: November 8, 1992 SUBJECT: Extension of Time for PE- 1423 -82, Ridgernont Estates No. 4 The Spokane County Planning Department has received the attached request for an Extension of Time to finalize the plat of Ridgemont Estates No. 4, PE- 1423 -82. If you have comments on the proposed extension or believe additional conditions should be made a part of the preliminary plat approval, please forward comments to me by December 22, 1992. c: Sullivan South Enterprises c/o Ken Tupper, E. 12929 Sprague Avenue, Spokane, WA. 99216 Simpson Engineering, N. 909 Argonne Road, Spokane, WA. 99212 PLEASE COMPLETE THE FOLLOWING INFORMATION: Briefly summarize the progress made, to date, in preparing the plat to be finalized (i.e., physical construction, bonding for improvements, surveying and drafting work, accomplishing various departmental requirements, obtaining or granting easements, etc.) S i.er,t/ A.sad- Aw A :..cn 6:4 4so/ A .. :a. T4lp.•eCeat of (i .C•a( 4 c,sre . . �%c. .�ne••v e" Z.i [ C tin- t. PLsc -e L t.•..... , A.4.19.4. 4.24...- C . The �f/¢7<r A T E APPLICANT /S ■ • 'N. SPOKANE COUNTY PLANNING DEPARTMENT PRELIMINARY PLAT EXTENSION OF TIME FORM Plat Number: PC I yn- ?z Plat Name: R.>,rf,m.aVt 1/2;s: ,f/0. V # of Lots: .fly # of Acres: /.3q Sponsor: Su//ii4.✓ Soot/t Cube- pr ;rer Owner: Sgxt 4r S -- G/D &sn tc.p e //Q.$. ce,,, Address: C /Z-C? S S;°' "e 1l ✓ < Address: City, Star, Zip: Cyvktw{ Cit State, Zip: Phone: (raf) 14 1 Phone: City, State, Zip: ZPg 44.4/ t (Al 4 ¶1J /L Engineer /Surveyor: Si..pc -0 , C �,Nt•�,r Address:I/ge17 Ae P Phone: (S ‘7. 113 PHASED PROJECT (TO BE COMPLETED ONLY IF THE PLAT IS BEING DEVELOPED AND FINALIZED IN PHASES) # of lots originally approved: ?VT # of phases finalized to date: ?‘ # of lots remaining to be finalized: /f,Q # of acres remaining: a PLEASE RETURN THIS FORM ALONG WITH $120 EXTENSION OF TIME FEE. VJf- S1-\4T = Pan *Weights to nearest gram D6 /f105 Bin 10 AV (T SPOKANE COUNTY ENGINEERS OFFICE QUICK EXTRACTION Contract No. a 3 13 Sample No. 1 Class Asphalt Determination Date - 7- -Q 1. Filter Paper + Diat. Silica After Use and Dried 2. Filter Paper + Diat. Silica Before Use 3. Gain in Weight (200 Minus) (111 - 112) 4. Aggregate Weight After Drying 5. Total Aggregate Weight (#3 + 114) 6. % Asphalt Original Sample Weight Minus Total Aggregate Weight (115) Total Grams Asphalt Wt. Asphalt % Asphalt = Original Sample Wt X 100 AGGREGATE GRADATION Weight Percent Retained Retained * *Compute to nearest percent except #200 only to nearest 0.1% c 4:o -1 Percent Sieve (Accumulative)* (Accumulative) ** Passing Specs 1 -1/4" 1 5/8" 0 0 I. r 105 1/2" b 2 5 'lc `7U-(Ll0 3/8" Zoo Ho _S±__ 1/4" 413 37, (o 9 55-7S #10 5 ti g ! l 3 / 32. 4x40 Ins( g3 ( ` 7 6 I�-2� ##80 1 t NI Z 9 Z —-6 11200 X2.13.3 I S .S 4J f 7 11-141.3 Not used in computing grading (Checks Line //) iZ - 73.g Total Aggregate (Form Line #5) le spec s-5 -1 0• S Inspector ;„,_T iglu 0 1}5 p}4 1-*-, Project: - R r (q p j•-1,6(3 Material: ACP1 (14-SS 6 A. WGT OF DRY MAT 523 (p B. WGT OF PYE + H 0 SO,4 2 A +B= igg0,0 C. WGT OF PYE + H 0 + MAT 1110.1 2 A +B -C 2-1 RICE SP GR = A = Z 4g A +B -C RICE SP GR X 62.2 =MAX WGT /CU FT IS4.3 % AIR VOIDS= 100X1 -BULK SP GR= RICE SP GR SP -1 ASPHALT CONCRETE PAVEMENT CORES DETERMINATION OF % AIR VOIDS W.S.T.D. TEST METHOD 705A (68 ° ) Date: 7- -90 Contract: E A a - 094 W.S.T.D. TEST METHOD NO. 706A (METHOD C) LAB NO. CORE NO. LAB NO. CORE NO. C. WGT IN WATER - C. WGT IN WATER B. WGT SAT. SURF. DRY B. WGT SAT. SURF. DRY A. WGT OF OVEN DRY SAMPLE A. WGT OF OVEN DRY SAMPLE A = A= CALC BULK SP GR = B -C CALC BULK SP GR = B -C WGT /CU FT. = BULK SP GR X 62.2= I WGT /CU FT. = BULK SP GR X 62.2= A. WGT OF DRY MAT PTO js4 B. WGT OF PYE + H 0 A +B= 2 9. 1.46o. !969.8 C. WGT OF PYE + H 0 + MAT ( 2 �./ A +B -C 2-C - RICE SP GR = A = a 47 A +B -C RICE SP GR X 62.2 =MAX WGT /CU FT 01 % AIR VOIDS =100X1 -BULK SP GR= RICE SP GR t Test No. Station and Ref. to Cit. • . to Sub Grade Type of Material and Use '-i i• • a9iM •a•( «a PASSING #4 SIEVE VT E0 o« REMARKS Opt. Opt. Correctec Fielc Test Max. Corr. 5 Gr - 6t.�. -Na F Test % Max. %'.50.-+ of 73rd out ii, c.i-. -sa, +6 GSTL (1=1 6S '.t N9` /13.9 137.7 2. 49 13/.6 95.4 )flt Ok r tJ /iron L3& 4. d•6" 6 - 5 5 Sv /37.7 133_6 97_0 3 9 +75" 13rd/4.. 1 L -5 6.5 137 -7 /315 96.5 `•i /Ow t3.d /hut +6 Y v 6.5 S_9 ✓ 137 -7 �✓ 133 - 971 al•oo T.,6+r1na.. *6 6 -5 st,6 137.7 131 _S 95.5 1, 2-4-S° 7 .4er /an +6 u/ v 6.5 Y.7 ✓ . 137.7 '✓ 131.1 974 J ,ILY COMPACTION TEST REPORT Project Engineer Contractor Project Name- REMARKS: in /and spi t/z3 SPOKANE COUNTY ENGINEERS Cont. No. FAI3O9H Date 6 /2A /90 Page No. TO: e' A(L1 S, NELSDN R€. SPoKANe CDUNTY ENGINCERS SUBJECT: 1 lP6 ell!,0 MT ES-Ayes 4- ADPtTIDN DATE: 3/9 1 9 j C J.vteAude-d or your review are prkts of -V•ke rev;sea S*reci" aka dre„vtg3e plavts for Kid3emovtt Estcctes 41li fkc cli-fiovt . Also iAeluded are codes a-f - fie rP v fired draivtcksc. calcuta.�tov\s , 6 ' CLAANCE E. SIMPSON ENGINEERS CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road Spokane, Washington 99212 Telephone: 926 -1322 Fax: 926 -1323 Signed enekruki r FROM: DEPARTMENT: COMMENTS: • t * * * * * ♦ /. > / * * * • ♦ A f # k FACSIMILE TRANSMISSION SPOKANE COUNTY DEPARTMENT OF PUBLIC WORKS OFFICE OF THE COUNTY ENGINEER N. 811 JEFFERSON ST. SPOKANE, WA 99260 -0180 FAX (509) 456 -4715 TEL (509) 456 -3600 DATE: - - `% TIME; TO: J P fru DEPARTMENT: !� FAX TELEPHONE: 7- 3/42 k' �� J VOICE TELEPHONE: PAGE L. OF . Y 3 �� Payment Scedule Purchase Price 16104 Trade In 0 Balance Due 16104 Tax Rate 0 Total Financed 16104 Interest 0.12 Term (months) 36 Payment 534.8832 04.03.90 09:29 AM C. Matthew Andersen Beverly L. Anderson Mans Baltins Robert P. Beschel ;John C. Black James P. Connelly Michael J. Cronin Dennis A. Deliwo Pamela J. DeRusha Lee J. Driscoll F. J. Dullanty, Jr. Robert A. Dunn Stephen L. Farrier! Harriet J Flo tRicnard P. Guy Tim M. Higgins Cad E. Huober Joel C. McCormick. 111 'Stanloy D. Moore 'Michael F. Nienstedl April 3, 1990 Mr. Gary Nelson County Engineer N. 811 Jefferson Spokane, Wa. 99201 Very truly yours, SRS /jlw IWINST.DN 8 CASHATT Mr. James P. Emacio Chief Civil Deputy Prosecuting Attorney's Office W. 1115 Broadway Spokane, Wa. 99260 L A W Y E R S ?Sal (40 raddati A PROFESSIONAL SERVICE CORPORATION WASHINGTON OFFICE 1900 SEAFIRST FINANCIAL CENTER SPOKANE, WASHINGTON 99201 -C695 (509) 038 -6131 Facsimile (509) 838-1416 IDAHO OFFICE 1924 NORTHWEST BOULEVARD COEUR d'ALENE, IDAHO 83814 (208) 667 -2103 Facsimile (20B) 664 -4816 P02 Fred C. Pflanz Lyndon 0, Rasmussen Richard W. Relyea Slacia . Patricy E R. Reynolds SclW12 Patrick A. Sullivan Lawrence H. Vance, Jr. Lucinda 5. Whaley Robes H. Whaley Meriwelher D. Wllhanls 'Patricia C. Williams 01 counsel James A. Fish Joseph J. Rekofke Patrick H. Winston Leo N. Cashatt (1977) AI Memt.r. Adman n WArlvp!un •MmtS n 14770 6 WasMplon IMeiII.a In Moral; & Washmplcn t Admilled N Alan.. know a WanInQwn Re: Tupper /Sullivan Road Paving Requirement Dear Jim and Gary: I have discussed this matter with Ken Tupper and he is willing to make these payments over a period of time. The terms should be monthly installments with a term not less than 36 months, nor more than 10 years with interest at prime plus 2%. I am out of town this week, so please communicate directly with Ken regarding your preferences on this matter. As you know, Ken is most anxious to get this final plat approved, so your speedy assistance is appreciated. 'C. Matthew Andersen Beverly L. Anderson Maris Baltins Robert P. Beschel John C. Black James P. Connelly Michael J. Cronin Dennis A. Dellwo Pamela J. DeRusha Leo J. Driscoll F. J. Dullanty, Jr. Robert A. Dunn Stephen L. Farnell Harriet J. Flo .tRichard P. Guy Tim M. Higgins Carl E. Hueber Joel C. McCormick, III *Stanley D. Moore 'Michael F. Nienstedt April 3, 1990 Mr. James P. Emacio Chief Civil Deputy Prosecuting Attorney's Office W. 1115 Broadway Spokane, Wa. 99260 Mr. Gary Nelson County Engineer - N. 811 Jefferson Spokane, Wa. 99201 Dear Jim and Gary: SRS /jlw ?andknO49 C'Wlld��r/L ` L A W Y E R S A PROFESSIONAL SERVICE CORPORATION WASHINGTON OFFICE 1900 SEAFIRST FINANCIAL CENTER SPOKANE, WASHINGTON 99201 -0695 (509) 838 -6131 Facsimile (509) 838 -1416 Re: Tupper /Sullivan Road Paving Requirement Very truly yours, STANLEY R../ CHULTZ IDAHO OFFICE 1924 NORTHWEST BOULEVARD COEUR d'ALENE, IDAHO 83814 (208) 667 -2103 Facsimile (208) 664 -4816 kokr Fred C. Pflanz Lynden 0. Rasmussen Richard W. Relyea Stacie E. Reynolds Stanley R. Schultz Patrick A. Sullivan Lawrence H. Vance. Jr. Lucinda S. Whaley Robert H. Whaley Meriwether D. Williams *Patricia C. Williams of counsel James A. Fish Joseph J. Rekofke Patrick H. Winston Leo N. Cashatt (1977) All Members Admitted in Washington •Admined in Idaho 6 Washington lAdm4led in Hawaii & Washington tAdmdled in Alaska, Idaho & Washington I have discussed this matter with Ken Tupper and he is willing to make these payments over a period of time. The terms should be monthly installments with a term not less than 36 months, nor more than 10 years with interest at prime plus 2 %. I am out of town this week, so please communicate directly with Ken regarding your preferences on this matter. As you know, Ken is most anxious to get this final plat approved, so your speedy assistance is appreciated. APR 0 31990 I +1^ r, IC c DtIttcy ?!c^„ 1 2EK:? I J: CC'S � C �.d,.vy..�..... -mss OFFICE OF THE COUNTY ENGINEER • Ronald C. Flormann, P.E., County Engineer DATE: TO: ATTENTION: CITY /STATE: FAX NUMBER: FROM: COUNTY FAX NO.: FACSIMILE COVER SHEET (.0 _11 --9( K e--t NUMBER OF PAGES (INCLUDING COVER SHEET): .Je ry 5'l v�5 (509) 456 -4715 A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director 92 R _ 4- 2S MESSAGE /SPECIAL INSTR ■ Please contact at (509) 456 -3600, should any problems occur with transmission or receipt of facsimile. N. Sl 1 ltdlrrsun S1.ol.ane, WA 0 0200 -0160 50 IAN (509) 45u -4715 OFFICE OF THE COUNTY ENGINEER Ronald C. Hormann, P.E., County Engineer Washington Mutual Savings Bank P.O. Box 324 Spokane, Wa. 99201 -0324 Dear Sir or Madam: A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director RE: Ridgemont Estates No 4 1st Addition P1423 Tupper and Associates Inc. February 14, 1994 Please be advised that Funds Set Aside No. 04- 831 - 144037 - 9 issued by your company as surety for installations of roads and associated drainage facilities for the above mentioned plat, dated April 3,1990, the current amount of $ 500.00 may now be released. If you have any questions, feel free to call our office Very truly yours, Ronald C. Hormann, P.E. Spokane County Engineer David A. Berta Plat Compliance Surveyor W. 1026 Broadway Ave. Spokane, WA 99260 -0170 (509) 456 -3600 FAX (509) 456 -4715 TDD: (509) 324 -3166 Inter- office Communication Form 327 -C. R. OFFICE OF COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Dates / y 19 9°3' CC�L L .2-z—c BY BEFORE THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON RESOLUTION NO. Si 1238 IN THE MATTER OF ESTABLISHMENT OF TIIIMERLANE DRIVE 23RD AVENUE AND CUL- DE-SAC COUNTY ENGINEERS FILE NO. 412 "0" This being the day set for the hearing on Spokane County Engineer's Report on the proposed establishment of TIMBERLANE DRIVE, 23RD AVENUE AND CUL-DE -SAC, proceedings for which were initiated by PRELIMINARY RESOLUTION NO. 91 -1132, and it appearing to the Board on proof duly made that Notice of Hearing was published and posted in the manner and for the time required by law, and the Board after examining the report and maps of the Spokane County Engineer and all claims and papers on file and after hearing al other evidence adduced at the hearing; and IT FURTHER APPEARING that the rights of way have been dedicated as public road 50 feet wide, and that said roads are a public necessity and the same should be opened and established as County roads. THEREFORE BE IT RESOLVED by the Board of County Commissioners of Spokane County, Washington, that the hereinafter described roads as reported by the Spokane County Engineer on the 29th day of July, 1991, being more particularly described as follows: TIMBERLANE DRIVE - 50 feet wide, from north line of 24th Avenue to the south line of Block 2 Lot 2. ATTEST 23RD AVENUE - 50 feet wide, from east line of Lot 3 Block 1 easterly to the west line of Lot 5 Block 3. CUL- DE-SAC - in Block 4 from 23rd Avenue south to end. Located in the Northwest Quarter (NW 1/4) of Section 25, Township 25 North, Range 44 E.W.M. all in Ridgemont Estates No. 4 1st Addition. and as shown by the records and maps on file in the Office of the Spokane County Engineer be and the same hereby are established as a County road and the same shall be known as TIMBERLANE DRIVE AND 23RD AVENUE AND CUL - SAC, Road File No. 412 "0". The road supervisor of the road district in which the said roads are located is hereby directed to open and maintain the same for public use and travel. PASSED AND ADOPTED by the Board of County Commissioners of Spokane County, Washington this 3rd day of September, 1991. IAM E. DONAHUE C RK OF THE t0• RD DEPUTY 1 \v \res \est \rf412 "o" BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON RESOLUTION - ESTABLISHMENT 3 c: \wpdoc \dave \memo \items OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON TO: TOM YAKE FROM: DAVE BERTO DATE: February 3, 19921)_& SUBJECT: BOND ITEMS Ridgemont Estates No 4 1st Add P1423 The bond for the above mention project is for the following items: 1) All the items on the approved road and drainage plans to include the sod for the "208" Swales. 2) The bond was reduced to 96,000.00 to reflect 91,000.00 per lot for the lots with sod to be placed. OFFICE OF Till: COUNTY ENGINEER Ronald C. Hormann, 1'. E., County Engineer Washington Mutual Savings Bank PO Box 324 Spokane, WA. 99201 -0324 RE: Ridgemont Estates No. 4- 1st Addition PE 1423 Dear Sir or Madam: A DIVISION 01:11II PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director September 5, 1991 Please be advised that Land Loan No. 04- 831 - 144037 -9 issued by your company for roadway improvements in the above mentioned subdivision, in the current amount of $26,000.00 may now be reduced to $6,000.00. If you have any questions, feel free to call our office. cc: Tupper & Associates, Inc. N. SI I tidier...,: Very truly yours, Ronald C. Hormann, P.E. Spokane County Engineer ,Terry Sims Plat Inspector tirokan•. tV,V 00200-0 !SO ISll'l ■ rl0 I:A.A I5001 The 171 • OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON TO: Tom Yake FROM: Jerry Sims SUBJECT: Ridqemont Estates No 4 -1st Addition P1423 We have received a request from the sponsor to reduce /release the bond for the above mentioned project. Please review this at your earliest possible convenience and notify me of the amount, if any, we need to retain in order to assure the completion of the project. Thank you for your prompt attention to this matter. cc: Ross Kelley ()LC 1 a r n Sao % .443/1 °° DATE: August 27, 1991 OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON TO: Tom Yake FROM: Gary Nelson DATE: September 3, 1991 SUBJECT: Ridgemont Estates #4, 1st. Add. You indicated that you could not read the copy of Mr. Tupper's comments on the latest punch list. I agree that they are hard to read, so I have typed them up for you. Mr. Tupper had the following comments regarding your latest punch list on Ridgemont Estates #4, 1st. Add. 1. Both the wheel chair ramps are now in. The one which has a power vault behind it has been installed to the "new" standard plan which Jim Haines is working on. I have attached a copy for your use. 2. The telephone boxes have been moved. 3. The sidewalks are all in on the part of 24th that fronts this development. The part of the 24th sidewalk that remains is on another phase of this development. 4. The swale is completed on all but 6 lots. That is, there are only six lots left which need to have the swales installed. 5. Let Ken know when every thing else is done, and he will have the street swept one last time. He said he has had it done before, but it gets dirty again in between punch lists. Late 6/ <, /9f Inspector Weather a.m. Time Charged Contractor this Day - 1 /2 or 1 Other County Personnel Contractor Personnel Classification Diary Section 1) an;ihe.,.l i bnxe5 %n .S)4F.,IQ_ t are_ a) Wheei CL a>r Signing checked 1•.5 t N REPORT Pg of OFFICE OF THE SPOKANE COUNTY ENGINEER am pm 1 2 3 4 5 6 pm Project Name Rt P.ivinrii E54 * - f5t,j/ Project No. CRP /RID Report No Contractor and /or Sub(s) E! J?acoa . Trabk / Equipment List H 1, an c r %ina3e f ( Set 4- hi j �w7 rflmr PIAA l ; de INSPECTOR'S SIGNATURE Hrs. Used Standby Number 1 2 3 4 5 6 mh 6 SO2:, rin:na. ` . ' Ut:1. Nn'f ( n,nrle-Le Mw M trait (RC) of Tisnh -rl ne . dri✓c i7 /. Zl e) el m��n k. phr eel, Nln„ -c. lit l hoses 0 of */s- o 4 � / cc'r ..3) /ur ftinnt boxes ou,f> nc -*Jr lea nlc 74ra ra CO re'& Coln S;tie wA(K -t ITEM NO. DESCRIPTION LOCATION UNITS QTY. QTY. TO DATE INT. PROJECT Ridgemont Estates #4 1st 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, 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) Wheelchair ramps @ 24th & Timberlane 2) Move Utility boxes from Sidewalk 3) Sweep Road 4) BOND ESTIMATE NAME J Sims UNITS EA EA EA EA EA CY EA LF LF LF LF EA EA CY SF DRAINAGE SUBTOTAL EA LF EA OTHER SUBTOTAL CY CY CY Tons LF LF LF SQ VD EA LS LS GRADING AND SURFACING GRAND TOTAL QURNITY PRICE 1250.00 1480.00 325. 00 330.00 320. 00 14.70 610.00 20.00 24.60 30.50 24. 00 1435.00 300. 00 183 9.20 40745 0.70 25 160.00 32.00 75.00 9.20 10.60 10.60 44.40 6.20 7.90 7.20 15.30 2 500.00 1 1000.00 1 1000.00 DATE 10- Jun -91 33,600° COST 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1683.60 28521.50 0.00 0.00 0.00 0.00 0. 00 0. 00 30205. 10 0.00 0.00 0.0 0.00 0.00 0. 00 0.00 0.00 0.00 0.00 0.00 382.50 1000.00 1000.00 1000.00 0.00 3382.50 33,587.60 SPOKANE COUNTY COURT MOUSE Washington Mutual Savings Bank PO Box 324 Spokane, WA. 99201 -0324 RE: Ridgemont Estates PE 1423 Dear Sir or Madam: Please be advised that by your company for roadway subdivision, in the current reduced to $76,500.00. cc: Tupper & Associates, Inc. 11c. a l I ) ) \ 1 '4i •"T•,.)➢i. i ) ' 1 siu' ' urnkw- PUBLIC WORKS DEPARTMENT OFFICE OF COUNTY ENGINEER RONALD C. HORMANN, P.E. COUNTY ENGINEER SPOKANE, WASHINGTON 99260 -0170 June 14, 1990 No. 4- lst Addition Land Loan No. 04- 831 - 144037 -9 issued improvements in the above mentioned amount of 589,000.00 may now be If you have any questions, feel free to call our office. Very truly yours, Ronald C. Hormann, P.E. Spokane County Engineer J ry Sims Plat Inspector Public Works Building / North 811 Jefferson Street / Spokane, Washington 99260 -0170 (509) 456 -3600 BOND ESTIMATE PROJECT Ridgemont Estates NO 4- 1st NON STANDARD DRAINAGE ITEMS NAME JWS - DATE 14- Jun -90 DRAINAGE ITEMS UNITS QUANITY PRICE COST 1) Drywell - Type A EA 0.8 1250.00 1000.00 2) Drywell - Type B EA 0.8 1465.00 1172.00 3) Grate - Type 1 EA 325.00 0.00 4) Grate Type 2 EA 330.00 0.00 5) Grate - Type 3 EA 1.6 320.00 512.00 6) Backfill For DW CY 56 14.70 823.20 7) Concrete Inlet EA 575.00 0.00 8) C.M. Pipe 10" Dia. LF 18.00 0.00 9) C.M. Pipe 12" Dia. LF 24.60 0.00 10) C.M. Pipe 15" Dia. LF 29.00 0.00 11) C.M. Pipe 18" Dia. LF 24.00 0.00 12) Precast Manhole ER 1435.00 0.00 13) Solid lid EA 300.00 0.00 14) Ditch Excavation CY 183 8.65 1582.95 15) Sod SF 40745 0.50 20372.50 1) REPAIR ASPHALT AROUND CROSS GUTTER LS 500 1.00 500.00 2) RAISE FRAME & GRATE - EXISTING DRYWELLS EA 200 3.00 600.00 3) 0.00 4) 0.00 5) 0.00 6) 0.00 DRAINAGE SUBTOTAL 26562.65 16) Monuments ER 4 140.00 560.00 17) Barricade LF 32.00 0.00 18) Street Signs ER 3 75.00 225.00 19) Rough Grade CY 1632.6 8.65 14121.99 20) Top Course CY 816.3 10.60 8652.78 21) Base Course CY 10.60 0.00 22) Asphalt Concrete Tons 557.8 42.65 23790.17 23) Curb Type A LF 433.22 6.00 2599.32 24) Curb Type B LF 7.90 0.00 25) Curb Type R LF 6.90 0.00 26) Sidewalk SO YD 14.75 0.00 NON - STANDARD ROAD ITEMS 1) 2) 3) 4) GRADING, SURFACING, CURB, AND SIDEWALK OTHER SUBTOTAL 785.00 GRADING AND SURFACING D 1 5 ° GRAND TOTAL (��� t 91 \ 0.00 0.00 0.00 0.00 49164.26 76,511.91 ate f//3/90 Inspector Starnnks Weather a m Time Charged Contractor this Day - 1 /2 or 1 Other County Personnel 3t. 4 - I st Add • Fi„is ► /-Lem `' INSPECTION REPORT OFFICE OF THE SPOKANE COUNTY ENGINEER R;dyemont 1 2 3 4 5 6 V . lsr arjr. s &re# '/'n r, rynl-c_• s, z p.m. Diary Section nsplalt larnunrl t "Pr yr ..t s (rte �SB Bf=° Project NameRiei Fst 1! y- IU Add Project No. CRP/RID Report No. Contractor and /orSub(s) Fllrr Equipment List Contractor Personnel Classification 1 2 3 4 5 6 SPo Pg. _ __)_ / Hrs. Used Standby Number 3) R r1i7i. Serree 1 inns p/n eel nt' Fr.,., /4H )A fr. en ranker lane M, ;r.... MH 794 r . • 4-rame / JrTFt nn nseln nc fl, 4 nl r.il.- I 60` ITEM NO. DESCRIPTION LOCATION UNITS QTY. QTY. TO DATE INT. Signing checked a.m. pm INSPECTOR'S SIGNATURE l� OFFICE OF THE COUNTY ENGINEER T0: Tom Yake FROM: Jerry Sims SPOKANE COUNTY, WASHINGTON SUBJECT: Ridgemont No 4 First Addition DATE: December 11, 1990 Ken Tupper has requested that you send him the most recent copy of the "punch list" for this plat. Thank You marir DEC 17 1990 coy Wanda 'ate 71/1/90 1spector S rpnk feather a.m. ime Charged Contractor this Day - Ys or 1 Ither County Personnel • ,ontractor Personnel Classification Diary Section i I Cn• trlhnr( 1 2 3 4 5 6 u1 hG -(- OFFICE OF THE 15 INSPECTION REPORT • SPOKANE COUNTY ENGINEER Project Name R,rD P r✓rtn� Est . ma y - 1.sf AcH Project No. CRP/ RI D p.m. Report No Contractor and/or Sub(s) P1).t (o'i 8; II Brpn A<pLn Equipment List 3 4 5 6 • ■fninflo nnivasu nrliuun.n:a.0 amn...avaS1I!<akilaviLalfitnvi Tr JT I I 585 *1 r� S;r1�K(rl /lC 0 2±/th Ave . -) 2r's;sit 5: /'n . S7 r -1nccI .r.�{ Sr'clvr t • —. . __e ,nr. ars Serail - • . • fr o_ Signing checked a.m. p-m. 8/ (37,0 INSPECTOR'S SIGNATURE Hrs. Used Standby • . N ITEM NO. DESCRIPTION LOCATION UNITS QTY. QTY. TO DATE INT. eect S t> o tc ft. Iv r_ j' H 4 C o u NI - r OFFICE OF Tin: COUNTY ENGINEER Ronald C. Hormann, P.E., County Engineer Washington Mutual Savings Bank PO Box 324 Spokane, WA. 99201 -0324 RE: Ridgemont Estates No. 4- 1st Addition PE 1423 Dear Sir or Madam: cc: Tupper & Associates, Inc. N. S I Jellorsnn A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director September 11, 1990 Please be advised that Land Loan No. 04- 831 - 144037 -9 issued by your company for roadway improvements in the above mentioned subdivision, in the current amount of $39,000.00 may now be reduced to $26,000.00. If you have any questions, feel free to call our office. Very truly yours, Ronald C. Hormann, P.E. Spokane County Engineer Jerry Sims Plat Inspector Spokane, WA 992o0-0 ISO (509)450 -3u00 FAX 150Q115o -1715 PROJECT Ridgemont No 4 First 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, CURB, AND SIDEWALK 19) Rough Grade 20) Top Course 21) Base Course 22) Asphalt Concrete 23) Curb Type A 24) Curb Type B 25) Curb Type R 26) Sidewalk NON- STANDARD ROAD ITEMS 1) 2) 3) 4) BOND ESTIMATE NAME J Sims UNITS EA EA EA EA EA CY EA LF LF LF LF EA EA CY SF DRAINAGE SUBTOTAL EA LF EA OTHER SUBTOTAL CY CY CY Tons LF LF LF SO YD QURNITY PRICE 1250.00 1465.00 325. 00 330.00 320. 00 14.70 575.00 18.00 24.60 29.00 24.00 1435.00 300.00 36.6 8.65 40745 0.50 349.4 140.00 32.00 3 75.00 GRADING AND SURFACING DATE 11- Sep -90 COST 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 316.59 20372.50 0.00 0.00 0.00 0.00 0.00 0.00 20689.09 0.00 0.00 225.00 225.00 8.65 0.00 10.60 0.00 10.60 0.00 42.65 0.00 6.00 0.00 7.90 0.00 6.90 0.00 14.75 5153.65 0.00 0.00 0.00 0.00 5153.65 GRAND TOTAL 26,067.74 OFFICE OF THE COUNTY ENGINEER TO: Tom Yake J� FROM: Jerry Sims C l SPOKANE COUNTY, WASHINGTON SUBJECT: Ridgemont Estates No 4 — 1st Addition PE1423 DATE: September 5, 1990 We have received a request from the sponsor to reduce /release the bond for the above mentioned project. Please review this at your earliest possible convenience and notify me of the amount, if any, we need to retain in order to assure the completion of the project. Thank you for your prompt attention to this matter. [;444 v cr44.aditJ, "Inspector S P m' ----- a.m. ----- Ti me Charged C this Day -1/2 or 1 .iOther County Personnel 0 v IS • Contractor Personnel Classification 3 Signing checked Ju LA in f15 ,f INSPECTION REPORT OFFICE OF THE SPOKANE COUNTY ENGINES project Name Project No. CRPIRI Report No. Contractor and/or Sub(s) Hrs. Used Standby 2 3 4 5 6 Equipment List INSPECTOR'S SIGNATURE • n.y l ,t. %rr:. Number C.3 ^"N - 5 9 / -NC AI1,. EL LSe�`'.nj` gibe S �� ��- ';; Diary Section J.L�- `- 1 wasaramey 4� 7Y r �v r y .�J — � ,.. /.:3r = i=- • • . - �,' ['mac.... - f_"c1'it A ' .?J --' I —; L' :rte - Diu/ 9 SPONA C COUNTY COURT HOUSE Washington Mutual Savings Bank PO Box 324 Spokane, WA. 99201 -0324 RE: Ridgemont Estates No. 4- 1st Addition PE 1423 Dear Sir or Madam: cc: Tupper & Associates, Inc. SZY D 42) wATr* E ant gli . v PUBLIC WORKS DEPARTMENT OFFICE OF COUNTY ENGINEER RONALD C. HORMANN, P.E. COUNTY ENGINEER SPOKANE, WASHINGTON 99260 -0170 July 17, 1990 Please be advised that Land Loan No. 04 -831- 144037 -9 issued by your company for roadway improvements in the above mentioned subdivision, in the current amount of $76,500.00 may now be reduced to S39,000.00. If you have any questions, feel free to call our office. Very truly yours, Ronald C. Hormann, P.E. Spokane County Engineer J ry Sims Plat Inspector Public Works Building / North 811 Jefferson Street / Spokane, Washington 99260 -0170 (509) 456 -3600 000 & 1- ,AAAP39, O OF T HE CO E N G I N E E R TO: Tom Yake FROM: Jerry Sims SPOKANE COUNTY, WASHINGTON DATE: June 26, 1990 SUBJECT: Ridoemont Estates 4th —First Addition PE 1423 Thank you for your prompt attention to this matter. We have received a request from the sponsor to red the bond for the above mentioned project. Please review— „„-r7 —ac — your earliest possible convenience and notify me of the amount, if any, we need to retain in order to assure the completion of the project. Mr Tupper plans to pave the street next week and would like the bond reduced as far as we can upon completion of paving. • I „ 1-ek( lev—TAru*t c?7( A % Washington Mr. .Ronald C.- Hormann, P. E. Spokane County Engineer North 811 Jefferson Spokane, Wa. 99260 Dear Sir: Funds in the-amount-of $89,000.00 are being -held in a special non - interest bearing account in -the name -of- Tupper 8- AssociatesInc.•(developer /borrower), et ux,•for the purpose of assuring completion of-installation of roadway surfacing, including grading and gravel, -storm drainage and monuments •in-- Ridgemont Estates No. 4, 1st Addition -( development) in accordance with the draw1ngs•and specifications as submitted -to -and approved by the-County-of Spokane - Engineer's Office on 3 /27/90. No funds will be disbursed from this - account - without the prior written authorization of-the-Spokane County Engineer. -This set aside of funds will not be revoked without the consent of the County Engineer. In -the event-that-the-completion-and-acceptance-of-the-above-named- - • Improvements Jor-maintenance-by-the County -of- Spokane are -not accomplished within a period of one year from the date of-this agreement, ail funds -- remaining in the account will be forfeited to -the County-of Spokane-upon-written-request-by-the Spokane County - Engineer's - Office -to- Washington Mutual- Savings Bank (mortgage • company), it is- understood and - agreed that-upon - the-forfeiture of -the -funds to the County of Spokane,-that the-County-of Spokane will then undertake completion of the subdivision to-be-accomplished. within-twelve -(12)-months from-the date-of-the- forfeiture-of funds. -it is further - understood - and-agreed that -in the event of any shortage of funds to complete - improvements, the County -of -- Spokane may have recourse against Tupper 8 Associates Inc. (developer /borrower) named above. It -is -specifically- understood- and - agreed -by the parties,--that. In--holding-funds for - this - development,- Washington Mutual Savings Bank- (mortgage company) is. not- serving-as guarantor- for - any - additional - costs - incurred by the County of Spokane in the completion and acceptance of the above -named improvements. ACCEPTED AND APPROVED this 25 RE: Developer /Borrower: Tupper and Associates, Inc. Our Land Loan No. : 04- 831 - 144037 -9 OFFICE OF THE SPOKANE COUNTY ENGINEER By: 07250 aj eta G Spokane Mortgay.. ' W. 818 Riverside Telephone: Lending Office P.O. Box 324 (509) 353-4960 Spokane, WA 99201 -0324 April 2, 1990 • Washinyon-Mutu Savings Bank Assistant Vice President # * * * * # * * * * * * * # * # * * # # FACSIMILE TRANSMISSION * * * * * * * * * * * * * * * * * * * * * ** SPOKANE COUNTY DEPARTMENT OF PUBLIC WORKS OFFICE OF THE COUNTY ENGINEER N. 811 JEFFERSON ST. SPOKANE, WA 99260 -0180 FAX (509) 456 -4715 TEL (509) 456 -3600 DATE: */,720. TIME: TO: Pf7 % � -tav DEP ARTMENT: FAX TELEPHONE: 9 2-8 - 42-3 VOICE TELEPHONE: FROM: Terry 57frn c DEPARTMENT: Ste' At , „ KQ�„ ,2�; hee..c COMMENTS: i / , _/ Co m o cc r 0 . _ Q 5 S r, Pin/en? (/ r, H1 %7i e .(70 nee fr_ ,i o a -n /7i d / „i /, n cny h1 Er l. re, c P pAt n 7 p i 7/! P n /efe / akr / or you.v- 1'0 If seem fp e eamp •/ b e /id , - ,vy /;1- 57 4 A- 7` . ' 4 ' 11 • PAGE 1 OF 2 Page 1 Sowcw .Ccx,nry TO: FROM: DATE: PROJECT: FILE #: OFFICE OF THE SPOKANE COUNTY ENGINEER 1026 W Broadway Ave, Spokane, WA 99260 -0170 (509)477 -3600 Fax (509)477 -2243 "ENGINEER'S CONDITIONS OF APPROVAL" EXTENSION OF TIME Spokane County Planning Department n Division of Engineering & Roads �J-�' �'t�-eIktv✓ May 30, 2000 RIDGEMONT EST NO 4 PE- 1423 -82 Review Date: Sponsor /Applicant: Section Township Range: Planner: CC: Applicant TDC INC SULLIVAN SOUTH Engineer /Surveyor SIMPSON ENGINEERING Planner LOUIS WEBSTER 05/30/2000 TDC INC SULLIVAN SOUTH 25 -25 -44 Jim Falk The Spokane County Engineering Department has reviewed the above referenced application. The following "Conditions of Approval" are submitted to the Spokane County Planning Department for inclusion in the "Findings of Fact, Conclusions and Order /Decision" should the request be approved. 1. A Professional Engineer, licensed in the State of Washington, shall submit final road and drainage plans, a drainage report and road and drainage calculations. Road plans shall comply with the original standards applied to this plat except that the submittal, inspection and certifications sections of the latest Spokane County Standards for Road and Sewer Construction shall apply. The current edition of the Spokane County Guidelines for Stormwater Management shall apply to the design of any stormwater improvements. Final road and drainage plans shall also comply with all applicable state and federal laws that may be applicable to this project. Final road and drainage plans, related calculations and a drainage report shall receive the County Engineer's acceptance prior to release of a construction or building permit or approval of the final plat. Following plan acceptance by the Spokane County Engineer, drainage language will be drafted by Spokane County and provided to the Sponsor's Engineer or Surveyor for inclusion with the final plat document. 2. The stormwater management systems and roads for this plat shall be constructed and certified to be constructed in accordance with the accepted road and drainage plans, or all the required improvements must be bonded for in accordance with Spokane County regulations, prior to the recording of the final plat. Record drawings and all construction documentation shall be submitted with the proper certification statement. 3. As per Section 9.14.080 of the Spokane County Code, no person shall construct a road or other facilities within the existing proposed, or future public right -of -way, or the private road easement in connection with the actions enumerated in Section 9.14.020 without out first having received a permit as specified in Section 9.14.070(1) for such facilities from the County Engineer. Said permit will not be granted until the plans for the development have been accepted by the County Engineer. If this provision is violated, the County Engineer may decide to not accept a bond for Page 2 1923 the improvements and may require the project sponsor to build and certify the facilities prior to final plat. 4. This proposed subdivision or development proposal is located within a drainage basin which has been identified by the Spokane County Engineer's and Utilities offices as having stormwater runoff problems. Since this proposed subdivision or development proposal is affected by or is a contributor to stormwater flows, property owners should participate in the planning and implementation of a future basinwide stormwater management system. The following statement shall be placed in the plat dedication: "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." 5. Except as noted above, the Spokane County Engineer has reviewed the extension of time and will require that the proposed plat shall be improved to the standards set forth in Spokane County Board of Commissioners Resolution No. 95 -0498, as amended, which establishes regulations for roads, approaches, drainage and fees in new construction. END Mr. Ronald C. Hormann, P.E. Spokane County Engineer North 811 Jefferson Spokane, WA 99260 Dear Sir: RE: Developer /Borrower: Our Land Load No. : Funds in the amount of $89,000.00 are being held in a special non - interest bearing account in the name of (developer /borrower), et ux, for the purpose of assuring completion of installation of roadway surfacing, including grading and gravel, storm drainage and monuments in Ridgemont Estates No. 4- 1st Addition (development) in accordance with the drawings and specifications as submitted to and approved by the County of Spokane Engineer's Office on 3/27/90 / /,f7// . No funds will be disbursed from this account without the prior written authorization of the Spokane County Engineer. This set aside of funds will not be revoked without the consent of the County Engineer. In the event that the completion and acceptance of the above -named improvements for maintenance by the County of Spokane are not accomplished within a period of one year from the date of this agreement, all funds remaining in the account will be forfeited to the County of Spokane upon written request by the Spokane County Engineer's Office to (mortgage company). It is understood and agreed that upon the forfeiture of the funds to the County of Spokane, that the County of Spokane will then undertake completion of the subdivision to be accomplished within twelve (12) months from the date of the forfeiture of funds. It is further understood and agreed that in the event of any shortage of funds to complete improvements, the County of Spokane may have recourse against (developer /borrow) named above. It is specifically understood and agreed by the parties, that in holding funds for this development, (mortgage company) is not serving as guarantor for any additional costs incurred by the County of Spokane in the completion and acceptance of the above -named improvements. ACCEPTED AND APPROVED this day of , 19 By: By: (Developer /Borrower) (Spouse) OFFICE OF THE SPOKANE COUNTY ENGINEER BY: 0725o (Mortgage Company Letterhead) - Date: (NAME OF MORTGAGE COMPANY) By: PROJECT Ridgemcnt Estates PE1423 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 1R" Dia. 12) Precast Manhole 13) Solid lid 14) Ditch Excavation 15) Sod NON STANDARD DRAINAGE ITEMS 1) Street Cross Gutter 2) Raise Frame & Grate Exist Drywells 3) 4) 5) 6) 16) Monuments 17) Barricade 18) Street Signs GRADING, SURFACING, CURB, AND SIDEWALK 19) Rough Grade 20) Top Course 21) Base Course 22) Asphalt Concrete 23) Curb Type A 24) Curb Type B 25) Curb Type R 26) Sidewalk NON-STANDARD ROAD ITEMS 1) 3) 4 �. BOND ESTIMATE NAME J SIMS- UNITS EA EA EA EA EA CY E0 LF LF LF LF EA EA CY SF SY EA DRAINAGE SUBTOTAL EA LF EA OTHER SUBTOTAL CY 1632.6 CY 816.3 CY Tons 557.8 LF 2166.1 LF LF SQ YD GRADING AND SURFACING GRAND TOTAL y��D� ���o/vw Pl 0(A QUANITY PRICE 2 1250.00 2 1450.00 310.00 330.00 4 320,00 140 11.25 575.00 12"00 16.50 18^00 21.00 1435.00 300.00 183 8.50 40745 0.50 31 14.00 3 200.00 4 140.00 32.00 3 75.00 DATE 12-Mar-90 8.50 10.60 10.60 40.00 5.60 7.10 6.50 14.00 COST 2500.00 2900.00 0.00 (>.0() 1280.00 1575.00 0.00 0"00 0.00 0.00 0.00 0.00 0,00 1555^50 20372.50 434^00 600.00 0^00 0.00 0.00 0.00 31217.00 560.00 0^00 225.0o 785.00 13877.10 8652.78 0.00 22312"00 12130.16 0.00 00 dm���-�� / ~ x -'-" 0.00 0.00 0^00 0.00 56972.04 88974.04 PROJECT R%DQ MoNT Est_* Item // 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) 7) 2 a — No r 96/4 axao +axyA = Igo Units Quantity EA D EA EA EA EA CY EA LF LF LF LF EA EA CY SF BOND NAME S ) s� S EST FORM G. NEL soN L � g opi5 3) .S-rSE S,r '( \) a St 4) R A s e f« v 6rl aina, E/4 3 2--0 O °° „�°"r� °� IT CH .D r 01 ~ ' /c1 g Dwl --rife a � C Page Dwl Dwl BRF )83 Price. Cost Pipe DATE 3 './ / - 9 'fin t 37/'rr^101- a- S c of q r\ 11 Dia OTHER 6 a I • o 3� a O L ) a 13 d-d- c) 31, i S 7 '4(1,5" +' 4 1 1 a_ - J-y7-4-3 Litt 2/1 H 17a_ I I & L TD- 3'") . a S x0-0 7-= PROJECT NO.- PE1423 DESIGNER- J SIMS PROJECT DESCRIPTION- Ridgemont Estates #4 STREET # 1 NAME- TIMBERLANE DRIVE FT. BEGINNING STATION = 0.00 ENDING STATION = 456.12 INTER # 1 FULL INCLUDED ISWIDTH = 36.00 SK = 0.00 RAD = 20.00 TERM # 1 : CROSS STREET INCLUDED EW 18.00 PW 18.00 SK 0.00 RAD 20.00 TERM # 2 : CHOPPED ITEM SURFACE AREA- 17772.61 S.F. ROADWAY EXCAVATION. 1.00 FT. CRUSHED SURFACING TOP COURSE 0.50 FT. CRUSHED SURFACING BASE COURSE 0.00 FT. ASPHALT CONCRETE 0.17 FT. CURB TYPE A EXISTING 0.00 FT. STREET # 2 NAME- 23RD AVE LENGTH- 589.13 FT. WIDTH- 36.00 FT. BEGINNING STATION = 730.00 ENDING STATION = 1319.13 INTER # 1 FULL EXCLUDED ISWIDTH = 36.00 SK = 0.00 RAD = 20.00 INTER # 2 T INCLUDED ISWIDTH = 36.00 SK = 0.00 RAD = 20.00 TERM # 1 : CHOPPED TERM # 2 : CHOPPED ITEM SURFACE AREA - ROADWAY EXCAVATION CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE ASPHALT CONCRETE CURB TYPE_ A EXISTING STREET # 3 NAME- CUL-DE-SAC LENGTH- LENGTH- 96.39 FT. WIDTH- 36.00 FT. BEGINNING STATION = 500.00 .ENDING STATION = 596.39 TERM # 1 : CROSS STREET EXCLUDED EW 18.00 PW 18.00 SK 0.00 RAD 20.00 TERM # 2 : CUL -DE -SAC: STANDARD PERM RADIUS = 45.00 RADII = 25.00 ITEM STREET QUANTITIES 19364.36 S.F. 1.00 FT. 0.50 FT. 0.00 FT. 0.17 FT. 0.00 FT. SURFACE AREA- 6942.60 S.F. ROADWAY EXCAVATION 1.00 FT. CRUSHED SURFACING TOP COURSE 0.50 FT. CRUSHED SURFACING BASE COURSE 0.00 FT. ASPHALT CONCRETE 0.17 FT. CURB TYPE A EXISTING 0.00 FT. TOTALS ROADWAY EXCAVATION CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE ASPHALT CONCRETE CURB TYPE A DATE- 3/12/90 LENGTH - 456.12 FT. WIDTH- 36.00 MEASUREMENT QUANTITY 658.2 C.V. 32 C.V. 0.0 C.Y. 224.9 TONS PROPOSED 878.0 FT. MEASUREMENT QUANTITY 717.2 C.Y. 358.6 C.Y. 0.0 C.Y. 245.0 TONS PROPOSED 1013.1 FT. MEASUREMENT QUANTITY 257.1 C.Y. 128.6 C.Y. 0.0 C.Y. 87.9 TONS PROPOSED 275.0 FT. 1632.6 C.Y. 816.3 C.Y. 0.0 C:. Y. 557.8 TONS 2166.1 FT. OFFICE OF THE COUNTY ENGINEER • Ronald C. Hormann, P.E., County Engineer DATE: TO; ATTENTION: CITY /STATE: FAX NUMBER: FROM: COUNTY FAX NO.: MESSAGE/SPECIAL 4 ' r .9 ®k r FACSIMILE COVER SHEET /6? .7 r / /,..7p 2.8 - rd N. 811 lei ferson Spokane, WA 0 9200 -0180 P —✓t-Lj Si Pit S ✓ (509) 456 -4715 A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director NUMBER OF PAGES (INCLUDING COVER SHEET): - INSTRUCTION: Ls 0' if N s 7 Please contact at (509) 456 -3600, should any problems occur with transmission or receipt of facsimile. 150 45o -3000 FAX 150°) 450-1715 ❑ Deed dated and recorded as file No ❑ Contract dated and recorded as file No ❑ Mortgage dated and recorded as file No ❑ Deed of Trust dated and recorded as file No r Tupper Realtors E. 12929 Sprague Ave. Attn: Ken cc: Simpson Engineers cc: Spokane County Planning cc: Spokane County Engineering OUR ORDER NO re: C to P Ridgemont Estates 4th SUPPLEMENTAL TITLE REPORT The following matters affect the property covered by this order: ❑ TRANSANI ERICA Transamerica TITLE INSURANCE Title Insurance Company ❑ Paragraph (s I No of our preliminary commitment is eliminated. ❑ The policy is being issued in accordance with your instructions. ❑ Our inspection of the premises on discloses: x We amend the vesting on our Report to read as follows: SULLIVAN SOUTH ENTERPRISES, a Washington partnership. g] Except as to the matters reported hereinabove, the title to the property covered by this order has NOT been reexamined. ❑ There has been no change in the title to the property covered by this order since EXCEPT the matters noted hereinabove. (date o! Ia :t report( Dae 1 3/30/90 pds Form No. W -AK -735 Rev. 12 -73 YOUR LOAN NO MORTGAGOR PURCHASER GD- 149439M (amended rpt) at 8:00 A.M. TRANSAMERICA TITLE INSU CE O. Gil Doddridge By Prepared For: VESTED IN: TRANSAMERICA TITLE INSURANCE COMPANY North 720 Argonne Spokane, Washington 99212 Tupper Realtors E. 12929 Sprague Ave. Attn: Ken cc: Simpson Engineering cc: Spokane County Planning cc: Spokane County Engineering Effective Date: February 8, 1990 at 8:00 a.m. Order No.: GD- 149439M (Amended) Certificate for Filing Proposed: RIDGEMONT ESTATES 4TH PLAT CERTIFICATE Charge: Tax: Total: $125.00 9.75 S134.75 In the matter of the subdivision to be submitted to Spokane County for approval, this company has examined the records of the Spokane County Auditor's and Clerk's offices, and the office of the Clerk of the United States District Court holding terms in said county. This certificate is made for the purpose herein specified, and is not to be used as a basis for closing any transaction. Liability is limited to the amount paid for this certificate. From such examination, the company hereby certifies the title to the following described land, in said Spokane County, to wit: That portion of the Northwest Quarter of Section 25, Township 25 North, Range 44 E.W.M., described as follows: BEGINNING at the West Quarter corner of said Section 25; thence South 89 °32'42" East 733.35 feet along the centerline of 24th Avenue; thence North 00 °39'38" East 30.00 feet to the North line of 24th Avenue and the true point of beginning; thence North 00 °39'38" East 125.00 feet; thence South 89 °32'42" East 15.00 feet; thence North 00 °39'38" East 300.00 feet; thence South 89 °3 East 374.46 feet; thence North 85 °04'03" East 83.88 feet; thence North 67 °45'35" East 77.37 feet; thence South 30 °47'51" East 125.00 feet; thence South 20 °07'32" West 73.38 feet; thence South 00 °39'38" West 286.77 feet to the North line of said 24th Avenue; thence North 89 °32'42" West 585.00 feet to the true point of beginning; Situate in the County of Spokane, State of Washington. SULLIVAN SOUTH ENTERPRISES, a Washington partnership, as to that portion lying within the Southwest Quarter of the Northwest Quarter; and in SPOKANE COUNTY, a political subdivision of the State of Washington, as to the remainder. (continued) EXCEPTIONS: Order No.GD- 149439M Page No. 2 A. General taxes, as follows, together with interest, penalty and statutory foreclosure costs, if any, after delinquency: (1st half delinquent on May 1; 2nd half delinquent on November 1) Tax Account No.. 25545 -9054 25542 -9058 Year Amount Billed Amount Paid Principal Balance 1989 $4788.21 $4788.21 $00.00 1990 AMOUNTS NOT YET AVAILABLE 1989 $4486.58 $4486.58 $00.00 1990 AMOUNTS NOT YET AVAILABLE NOTE: Future Tax Account No(s).: 45255.9054 and 45252.9058 NOTE: 1989 assessed valuation: Land $214,200.00 Improvements $55,200.00 " $252,600.00 1. Assessment for Road Improvement District No. 37, in the amount of $1648.50 plus interest at 8 %. The next installment is due on April 13, 1990, in the amount of $824.25. Affects Parcel No. 45255.9054. 2. Assessment for Road Improvement District No. 38, in the amount of $1505.61 plus interest at 8 %. The next installment is due on April 6, 1989, in the amount of $501.87. Affects Parcel No. 45252.9058. 3. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: AND: DATED: RECORDED: RECORDING NO.: REGARDING: (continued) Alfons B. Renz and Eva Renz County of Spokane October 9, 1974 October 18, 1974 74101.80104 Wherein the owners of the property under search and other property agree not to permit any part of their property which fronts 16th Avenue to be used as a building site unless approval has been obtained from Spokane County. 4. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: AND: DATED: RECORDED: RECORDING NO.: REGARDING: AREA AFFECTED: 5. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: AND: DATED: RECORDED: RECORDING NO.: REGARDING: 6. EASEMENT AND THE TERMS AND CONDITIONS THEREOF.: GRANTEE: PURPOSE: AREA AFFECTED: DATED: RECORDED: RECORDING NO.: Copy attached. 7. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: DATED: RECORDED: RECORDING NO.: Copy attached. (continued) Alphons B. Renz and Hilda E. Renz, Indemnitors Spokane County, Indemnitee December 10, 1975 December 12, 1975 7512120290 To indemnify and release the indemnitee from all actions attributable to the indemnitee locating, establishing, constructing, operating, maintaining and all matters incidental thereto, the drainage control system in conjunction with Ridgemont Estates. NW1 /4 of Sec. 25, lying NWly of Ridgemont Estates. Spokane County, a political subdivision of the State of Washington Sullivan South Enterprises, a Washington general partnership, and Alfons B. Renz and Hilda E. Renz, husband and wife September 15, 1988 September 21, 1988 8809210088 Sewerage system Spokane County Sewer facilities A portion of said land September 15, 1988 September 21, 1988 8809210091 Spokane County Sewer facilities A portion of said land September 15, 1988 September 21, 1988 8809210092 Order No. GD- 149439M Page No. 3 8. Potential liability for assessments levied by Spokane County Utility Department for the Aquifer Protection Area. To verify, call 458 -2538. In order to make payment, account number is necessary. ENCLOSURES: Paragraphs(s) 3 through 7 Plat map pds TRANSAMERICA TITLE INSURANCE COMPANY by : (---;/./ =:!(i/y4, Order No.GD- 149439M Page No. 4 Gil Doddridge,['Title Officer For Service oncthis Order, Call: (509) 922 -2222 b 8809210091 EASEMENTS FOR SEWER FACI1.I'I'IES cid: 994 8:611154 711E GRAtITofl(S), ALFONS N. RENZ and III I.DA E. REIMZ, husband and wife, for and in consideration of One Dollar ($1.00) to them in hand paid, and receipt of which is hereby acknowledged, grants to Spokane County, a political subdivision of the Statement of Washington, easements in, into, over, under, upon and across the hereinafter described lands situated in the County of Spokane, State of Washington; A strip of land, said strip having a variable width, In that portion of the Southeast Quarter of the Northwest Quarter of Sectiop T. 25 N., 11. 44 E.W.M., in Spokane County, Washington, lying wd teriS of westerly boundary of the final plat of Ridgemont Estates, per final plat thereof recorded in Volume 12 of Plats, Page 36, in the Auditor's Office of said County; the centerline and widths of said strip being described as follows: Beginning at the West Quarter Corner of said Section; thence N.00 39'78" E. along the west line of said section (being also the centerline of Sullivan Road) a distance of 275.00 feet to the TRUE POINT OF BEGINNING of this centerline description, said point being the beginning of a 20.00 foot wide easement strip; thence N. 83 °74'48" E. a distance of 208.87 feet to the end of the 20.00 foot wide easement strip and the beginning of a 30.00 foot wide casement strip; thence 5. 89° 32' 42" E. a distance of 970.00 feet; thence N. B0° 31' 14" E. a distance of 242.73 feet; thence N. 30° 57' 01" E. a distance of 320.98 feet; thence S. 80° 33 15" E. a distance of 269.28 feet to the end of the 30.00 foot wide easement strip and the beginning of a 20.00 foot wide easement strip; thence N. 75° 55' 43" E. a distance of 205.10 feet to a point on the west line of Lot 14, Block 1 of RIDGEMONT ESTATES, said point balmy The terminus point of this centerline description and a point on the said west line distant southerly 7.98 feet measured along said west line from the northwest corner of said Lot 14. EXCEPT County road right -of -way. TOGETHER WITH a temporary construction easement over a strip of land 50.00 feet in width, the northerly margin of said 50.00 foot strip being the southerly margin of the above - described 20.00 and 30.00 foot wide easement. The easements granted to Spokane County are for the sole purpose of installing, operating, maintaining, altering and repairing a sanitary sewer system. It is expressly understood and agreed that Spokane County and /or its authorized agents shall have the right of ingress and egress to the property described hereinabove for the purpose of installing, operating, maintaining, altering and repairing such sewer system. Spokane County and /or its duly authorized agents at all times hereinafter, at their own cost and expense, may remove all crops, brush, grass or trees that may interfere with the installation, operation, maintenance, altering and repair of such sewer system. 11he Grantor(s) reserve the right to use the strip for purposes which will not interfere with grantee's full enjoyment of the rights hereby granted, provided that grantor(s) shall not erect or construct any building or other structures, or diminish or substantially add to the ground cover on the casements. K. 1. tame Tat tamp 49ft Sukku t Len. VV STATE OF WASHINGTON ) ss County of Spokane 1 ..• 5. i/IO4 j'•. n A . , 0' .GIyEN under my hand and official seal this 1988. Ill: 994 PLCE 1155 The easements described hereivabove shall run with the land. IN WITNESS WIIEHEOF, we have hereunto set our hands this / 5' day ofi4. , 1980. On this day personally appeared before me ALFONS D. RENZ and IIILDA E. RENZ, to one known to be the individuals described in and who executed the within and foregoing instrument, and acknowledged that they signed the same as their free and voluntary act and deed, for the uses and purposes therein mentioned. ( ,r, . /). J /...... Notary Public in and for the State of Washington, residing at Spokane. My commission ex- pires /it /i' // ... f �AH SEP 2! 9 23 nit .i I:1: 1 1.,9.::..:E I. :I S rU tANF fa.4ir 1, NASHq Mt bi r:.: ; SAMPSON • day of 8809210092 EASEMENTS FOR SEWER FACILITIES '1'IIE GRANTOR(S), SULLIVAN SOUTH ENTERPRISES, a Washington general partnership, for and in consideration of One Dollar ($1.00) to them in hand paid, and receipt of which is hereby acknowledged, grants to Spokane County, a political subdivision of the State of Washington, easements in, into, over, under, upon and across the hereinafter described lands situated in the County of Spokane, State of Washington: A strip of land, said strip having a variable width,in that portion of the southwest Quarter of the Northwest Quarter of Section 25, T. 25 N., R. 44 E.H.M., in Spokane County, WasEingtoflthe centerline and widths of said strip being described as follows: and Beginning at the West Quarter Corner of said Section; thence N.00 °39'38" E. along the west line of said section (being also the centerline of Sullivan Road) a distance of 275.00 feet. to the TRUE POINT OF BEGINNING of this centerline description, said point being the beginning of a 20.00 foot wide easement strip; thence N. 83 °34'48" E. a distance of 208.07 feet to the end of the 20.00 foot wide easement strip and the beginning of a 30.00 foot wide easement strip; thence 5. 89° 32' 42" E. a distance of 970.00 feet; thence N. B0° 31' 14" E. a distance of 242.73 feet; thence N. 30° 57' 01" E. a distance of 320.98 feet; thence S. 80° 33' 15" E. a distance of 269.28 feet to the end of the 30.00 foot wide easement strip and the beginning of a 20.00 foot wide easement strip; thence N. 75° 55' 43" E. a distance of 205.10 feet to a point on the west line of Lot 14 Block 1 of RIDGEMONT ESTATES, said point being the terminus point of — this centerline description and a point on the said west line distant southerly 7.98 feet measured along said west line from the northwest corner of said Lot 14. EXCEPT County road right -of -way. TOGETHER WITH a temporary construction easement over a strip of land 50.00 feet in'width, the northerly margin of said 50.00 foot strip being the southerly margin of the above - described 20.00 and 30.00 foot wide easement. A strip of land 30.00 feet in width in the Southwest Quarter of the Northwest Quarter of Section 25, T. 25 N., R. 44 E.W.M., in Spokane County, Washington, the centerline of said strip being described as follows: Beginning at the intersection of the centerline of '1Wenty- Fourth Avenue and Timbcrlane Drive, per final plat of TIMDERLANE ADDITION., as recorded in Volume 8 of Plats, page 90, in the Spokane County Auditor's Office (from which point of beginning the centerline of Twenty- Fourth Avenue bears N. 09° 32' 42" W.); thence N. 00° 29' 59" W. a distance of 300.04 feet to the terminus of this centerline description. EXCEPT County road right -of -way. TOGETHER WITH a temporary construction easement over a strip of land 50.00 feet in width, the easterly margin of said 50.00 foot strip being the westerly margin of the above - described 30.00 foot wide easement. 0. L Lose 1 gy^. faey, eeH1 /CA A / 19dr ;1h 904 rut 1156 7 J • The easements granted to Spokane County are for the sole purpose of installing, operating, maintaining, altering and repairing a sanitary sewer system. It is expressly understood and agreed that Spokane County and /or its authorized agents shall have the right of ingress and egress to the property described hcreinabove for the purpose of installing, operating, maintaining, altering and repairing such sewer system. Spokane County and /or its duly authorized agents at all times hereinafter, at their own cost and expense, may remove all crops, brush, grass or trees that may interfere with the installation, operation, maintenance, altering and repair of such sewer system. The Crantorls) reserve the right to use the strip for purposes which will not interfere with grantee's full enjoyment of the rights hereby granted, provided that grantor(s) shall not erect or construct any building or other structures, or diminish or substantially add to the ground cover on the easements. The easements described hcreinabove shall run with the land. IN WITNESS WHEREOF, we have hereunto set our hands this , ;T day of IJy.T, 1980. 7 SULLIVAN SOUTH ENTERPRISES, a Washington general partnership STATE OF WASHINGTON ) ) ss County of Spokane ) By L'.v, -oN�� ?n: 094 PAC( 1157 On this .' day of , j ?(:' „ r 6,- , 1988, personally appeared before me /',, ' (6 ) �, •, to me known to be the uC the general partnership that executed the within and foregoing instrument, and acknowledged said instrument to be the free and voluntary act and deed of said general partnership, for the uses and purposes therein mentioned, and on oath stated that he /she was authorized to execute said instrument, and that the seal affixed is the corporate seal of said partnership. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my seal the day and year first above written. Notary Public in and for the State of Washington, residing at Spokane. My commission ex- pires 1-r 1', (Title) 5 4 -2t} 54 -25 '7110180104 LETTER OF COMMITMENT • TO, Spokane County Commissioners Spokane County Courthouse Spokane,Washington 99201 rk 2139 WE 871 - EILE' Olt RCCGRUC0 R E000STUFCounty proeecutin Attorney's Office • Oct Ia 11 25 kH'TII Var:Cr1 W.GIILA;1). /.0!,11(5 SfOAAI:E r. G'i GIY [r Req. Courthouse xxx GENTLEMEN' We are informed that the owners of certain real property which is described in Schedule "A" attached to this letter, are submitting for approval a plat for that property in which proposed plat the said property is described as' "Rotchford . Acre.Tracts ". A copy of the proposed plat has been examined personally by the undersigned. We are the owners of the property which is located immediately adjacent on the south to the property described in Schedule "A" (Rotchford Acre Tracts). The description of property is set forth in Schedule "0" attached..- The undersigned, to accomodate the platting of the "Rotchford Acre Tracts" property, has heretofor delivered to Spokane County a deed for property to be used as a roadway which conveyance covers property described in Schedule "C" attached. It is recognized that the "Rotchford Acre Tracts" plat will not be approved without the undersigned having accepted the commitment that no part of their property described in Schedule "0" which fronts on the County road (running east and west) which is adjacent to said property on the north, shall be used as building sites without approval of Spokane County having first been obtained in writing or until a plat for said property (Schedule "0 ") or some part thereof adjacent to said roadway shall have been approved by the County of Spokane. Now therefore, the undersigned, having recognized benefits which will accrue to them and their property as a result 4 of the platting of "Rotchford Acre Tracts" do hereby make a commitment to the County of Spokane that, if the plat for "Rotchford Acre Tracts" is approved, they, their heirs, or successors in ownership will not permit any part of their property described in Schedule "B" which fronts on the roadway referred to above, of which the property described in Schedule "C" is the south one half thereof, to be used as a building site unless and until a plat for said adjacent property shall have been approved or until consent for the use thereof for building sites shall have been otherwise approved in writing by the County of Spokane. It is agreed that the commitment made by the undersigned, as is herein defined, shall run with the lard described in Schedule "0 ". eva Sd 1RSCI1i0FU asd SWORN to before no f ccepEed an approve for ir i «-= c:rthe State otifaashington, resldir.- at Spokene ..COUNTY OF SPOKANE 13y �6 9T W. CIIRISTENSEig 7/0 Ce_ . 2 % . AS TO I ('On::i .. f :$197 L _-:: :C, -- -- - hS-I4 .. r :,.. :�T• Ca."' J M . ..L M„ r. end •.: ,. Y. n( r nrr:t m U : ".r.r :. rrt • •• - +n m ~ u H .,., n •11 ,a Iris, , ..,...., .VIII Y. ~n. ien'x,• .0 l 1. ea le wiWnll,.al.� nf n ni, n! .,”1:0 .nl - Pollan 1. 1 n1 ' 'I'r rtr 1 IL /t Inchre In .r. (kW I .if ' i 1 tti' " e ..; I s eas.. :s. 00 100. ^ :n 4: .. n.nne.. nln ,- . or. Titre... . i ,rn. o.w.lui s ' eeen.., r :. 'I t ,nlr. the lrinep ..,..n. .V 10:60 to tn. a.si 11 th IP.n .. s /n _2( San 51; l/4 ne . •..' 2.: portion now :! 'cu to Central ;: !' gis School laecrc. _ - the `.! r. 0 te•: of the .,;0 tact : 1Y. ;), ant'. ttm s:: 1'4 cf the 3c _ ..___.,.1 . -- r.i:r ::art - o_ Section - 15,..._.i.Ded °li' - : c paint on tLp !lord, line of Soction 13 - ant o: aim nort:hweot ;orncr Cl .•i a:_ __: lo:: t(r[cn rnnn 11') SOU th '2u °aa5° to cente :: r .o cl::t: 111 3/10 (trot; •Sir tree v. _ Liainetcr, lya feet: t :.cc_._ direction•437 feet tc a -, cf said eecesc 33 . • _r_n.r „` _ __: _.. =.... r.a •. cn ca id suction lino to t::o c of in sd::nship 25 worth, Range 44 Rant r 61: W: lir /matte FWrldion in the atntr: of .lcnnhinaaan. , • is % ^ /a .J Inr,it or re.ln%,:n1". i c—1,. lnaua ( n r • .x • .. I.. nr 141..Nx r•• l'nn • nn aerate .Ili fll r+.. r rnl Mrs -a" • Ii r ! r:,.: 1/10 rout:. :1 _ •noises in r.or_i:casteriy the north line h ni. 2U9 8 5 fr:E 0IJ A strip of land lying in the NW 1/4 and the NE 1 /4.of Section 25, Township • 25 North, Runge 44 East, W.M., Spokane Cevmy, Washington, described m J � Beginning at a point on the north line of. said NW 1/4 which bears S89 "E, 4 1/ C 20.00 feet from the northwest corner of sold NW 1'4; thence South, along the oast right -of -way line of Sutlimn Rood, 30.00 feet; thence' 569 17 "E, on a line which is 30 feet southerly inecauted at right angles and parallel to the north lino of sold NW 1/4, 2610.17 feet; thence $S9 ° 16'44 "E, on a line which is 30 feet southerly measured at right angles and parallel to t he north line of said NE 1/4, 431.42 leer to to point of curve of o 495.73 feet radius curve to the left; thence along the arc of said calve lo the left, 173.34 feet, through a control angle of 20 ° 02'06" to an intersection with the nerds line of said NE 1/4; thence along the north line of said Section 25, N89 ° 16'44 "W, 601.23 feet and 1 ° 23'17 "W, 2610.52 feet to the point of beginning. S 5c_, o • vrTh 50 ,a.E1280 - Pilro Oh i![!G!II D;'O REQUEST OF 'i >y e ':'lil2iaw290 Dro 12 11 as: pH 75 VE,acr W, cuss.••wawa S'GEAAE LL!m I'Y.GI:. . 7/7 / et /t k -fry. ed.wetiG:d.% INDEMNITY AGREEMENT THIS INDEMNITY AGREEMENT made and entered into by and between.Alphons' B.'Renz and'Hilda E. Renz, husband and 'wife, residing at South 2009 Sullivan Road, Veradale, Washington 99037, hereinafter referred to as the "Indemnitors" and Spokane County, a political subdivision of the State of Washington, having offices for the transaction of business at West 1116 Broadway, Spokane, Washington 99201, hereinafter referred to an the ". ",Indemnitee"., jointly hereinafter referred to along with the . Indemnitors as tho "Parties ". W I T N E S S E '1' R: WHEREAS, the Board of County Con:nissioners of Spokane County' has the care of County property and the management of County funds; and WHEREAS, the Board of County Commissioners of Spokane County pursuant to the Revised Code of ', !aahington, Chapter 58.17 (Plats—Subdivisions—Dedications) in approving plats may require conditions therein for the health, safety, and welfare of the public; and - WHEREAS, applicable departments within Spokane County have approved a drainage control system in conjunction with Renz subdivision, to be recorded as Ridgcmont Estates, and designated as PE 968 by appropriate Ccunty departments; and WHEREAS, for the correct operation of said drainage control system various easements on properties owned by the Indesnitors herelnabove were obtained; and WHEREAS, in conjunction with easements granted by the indemnitors herelnabove, the parties hereto desire to execute an agreement releasing the indemnitee from any end all looses ,e N. E. Excise ,a. Evemci Gravy counts Trvnurat • 7 , ' SECTION 1 -- LIABILITY, LOSS OR DAMAGE The Indemnitors undertake to Indemnify 'and release Subdivision a /k /a Ridgemont Estates. if1. Liu FACE 1401 to the property, both real and personal, owned by the Indemnitora which may be damaged or injured in anyway as a result of the Indemnitee maintaining any drainage control systems on the Benz . Subdivision, to be recorded as Ridgemont Estates, or the Indemnitora' property adjacent thereto; NOW, THEREFORE, in consideration of $1.00 and other good and valuable consideration, receipt or which la hereby acknowledged, it is hereby agreed: the "Indemnitee from any and all actions, demands, costa, expenses, compensation, and all claims of every kind or nature whatsoever l/ "A''M to their person.or property (real and personal) including inverse condennntlen /arising out of or incident to or • attributable'to the Indemnitee locating, establishing ; construct- ing ;'operating, maintaining, repairing, and all matters. incidental thereto, the drainage control system in conjunction with Benz SECTION 2 -- DESCRIPTION OP REAL PROPERTY The real property, including all encumbrances attached and located thereon, which is owned by the Indemnitors, and . which is the subject of this indemnity agreement is described as follows: TO^ SW 1/A or Section 25, T. 25N.. R 114E .IJ,N. E.Sili any land lying Southeasterly of the L 2-3 Northwesterly line of Ridgemont Estates. • C i SECTION 3 -- RUN VIITI{ THE LAND This indemnity agreement shall run with the land herein above described, and shall be binding on and'shell inure to the benefit of the parties hereto, their heirs, successors, or auoigna. r • . - ■ r •. ATTEST: VERNON Cler STATE OF WASHINGTON) ) ss. COUNTY OF SPOKANE ) -,419 ;r/ SE'C'TION 4 -- EN'TI1RE AGREEMENT' • This indemnity agreement contains'tho entire agreement between the pal•Llab hol•ato and the terms are contractual and not merely a recital. The undersigned Indemnitors state that they have care- fully read the foregoing indemnity agreement, and know the con- tents thereof, and they have signed the same as their own free acts. ' - IN WITNESS WHEREOF, the parties hereto have 'caused this agreement to be executed on the 1 day of / 1975. INDE1IUITORS • STATE OF WASHINGTON) ) se COUNTY OF SPOKANE) INDEMNITEE SPOKANE COUNTY, a municipal corporation BOARD OF COUNTY COIRIISSIONERS ■tv: 250 tACt 1252 On this day personally appeared before me Alfons B,Renz and Hilda E. Renz, husband and wife, to no known to be the individuals described in and who executed the within and fore- going instrument, and acknowledged that they signed the se,10 as their free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal this ,• ,•. 1975. /v y Public in /and 'the 'State-_, ashington, residing at Spokane Ct. 250 PATE 1283 T 86-0835 fIcrpuHSFL ST'd71 II F:: g „i1 er.W k.719 Ur21 9 2i AH'O0 M ItI MN f:,!:n44HdC AdlllI 011 SPOKANE COUNTY SEWERAGE AGREEMENT ILPiRANE c pisr Y• MA,Hd [Lail' SAMPSON THIS AGREEMENT, made and entered into the /9T4 day of UC b (7n-Lct.. 1988, by and between SPOKANE COUNTY, a political subdivision of the State of Washington, having offices for the transaction of business at West 1116 Broadway Avenue, Spokane, Washington, 9926D, hereafter referred as the "County ", and SULLIVAN SOUTH ENTERPRISES, a Washington general partnership, having offices for the transaction of business at f /J - s I RENrA yq - t Qr Spokane, Washington, 99J /L, and ALFONS B. ND N1LDA E. RENZ, husband and wife, South 2205 Camino Court, Veradale, Washington, 99037, hereinafter referred to as the "Owners ", jointly referred to, as the "Parties ". 8809210068 C[L 994 Pf.LE 1133 W I T N E S S E T H: WIIEREAS, pursuant to the provisions of the Revised Code of Washington, Section 36.32.120(6), the Board of County Commis- sioners of Spokane County, has the care of County property and the management of County funds and business; and WHEREAS, pursuant to the provisions of Chapter 36.94 RCW, Spokane County has the ability to construct, operate, and maintain a system of sewerage within Spokane County consistent with -the adopted Comprehensive Waste Water Management Plan; and WIIEREAS, Owners are the legal owners of certain real estate located at the northeast corner of Sullivan Road and 24th Avenue, Spokane County, as more particularly described in Attachment "A ", attached hereto and incorporated by reference herein, and hereinafter referred to as the "Property "; and WIIEREAS, Owners have made application for a preliminary plat of the Property, to be known as Ridgemont Estates Fourth Addition, and are desirous of subdividing the Property with the availability to connect to the County's general sewerage system; and WIIEREAS, the County is desirous of extending a system of sewerage from Sullivan Road and 24th Avenue through the Property, to the Timborlanc and Ridgemont Subdivisions, for the purpose of connecting said subdivisions to the County's general sewerage system; and WIIEREAS, Owners arc willing to provide the County with perpetual easements through the Property, in an alignment acceptable to Owners and the County Utilities Department, and with appropriate access thereto, in order to allow for installation of Page - 1 < f °`f' 994 [1.6(1134 YH. a sewerage system through the Property; and the County is willing to make said sewerage system available for connection to future lots within the Property, in a manner consistent with Owners' subdivision plans, upon certain terms and conditions; NOW, THEREFORE, for and in consideration of the mutual promises set forth hereinafter, the Parties hereto mutually agree as follows: Section 1: PURPOSE The County is desirous of constructing a sewerage system, hereinafter referred to as the "Facilities ", through the property, which Facilities will be made available to provide sanitary sewer service to lots within the Property when it is subdivided, as well as connecting the adjacent and existing Timberlane and Ridgemont subdivisions to the County's general sewerage system. Owners are willing to grant to the County perpetual easements, free of encumbrances and with appropriate access, running through the Property in an alignment acceptable to the County, in considera- tion of the County paying all costs for the design and construc- tion of such Facilities. Owners and their successors hereby acknowledge an obligation to pay the County's General Facilities Charge ( "GFC "), monthly service charges, and an In Lieu of Assessment charge (ILA), as specified herein, upon connection of the Property, or future lots therein, to the Facilities. It is the intent of this Agreement to reduce to writing the Parties' agreement with respect to the conveyance of easements to the County, the design and construction of the Facilities, and related matters. Section 2: CAPITAL CONSTRUCTION The County shall be responsible for the design and construc- tion of the Facilities, generally described as 8 ", 10" and 12" sanitary sewer pipe, and necessary appurtenances thereto. The Facilities are deemed to be a benefit to the public. The design and construction of the Facilities will be in accordance with all applicable Federal, State and Local laws, ordinances, and regulations. The County shall install "Ts" at appropriate locations within the Facilities designated by Owners; however, the County shall not be obligated to install side sewer connection lines from the "Ts" to individual lots, which shall be the Owners' responsibility to install. All manholes installed within the Facilities shall be designed and constructed to include a one foot (1') concrete ring section in order to facilitate adjustment of the manholes to a proper elevation at such time as roads are constructed within the Property. ' Page - 2 Owners agree to grant to the County perpetual easements in the property, free of any oncwnbrances, along with temporary access easements thereto, all as specifically indicated on Attachment "B ", attached hereto and incorporated by reference herein. Owners agree, within ten (10) days of written request by the County, to execute any and all necessary perpetual easement's), temporary construction easement permits, access casements, or any other documents required of Owners under the terms of this Agreement. Section 3: USE OF CONSTRUCTED SUBDIVISION SEWER FACILITY Only the Owners of the Property, or subsequent owners, and their successors, assigns or heirs, shall be permitted or author- ized under this Agreement, to tap into or use the Facilities. Owners shall be responsible for the design and construction of any other facilities on the Property, other than the Facilities to be constructed by the County as described herein, that may be necessary in order to use or connect to the Facilities, in conjunction with the subdividing of the Property. As owner of the Facilities, the County may allow, at its sole discretion, other persons, firms or corporations outside the Property to tap into or use the Facilities. Additionally, as owner, the County will be responsible for maintenance and operation of the Facilities once constructed and accepted by the County. All users of the Facilities shall pay a monthly Main- tenance and Operation Fee as established by the Board of County Commissioners. Section 4: PAYMENT OF GFC AND ILA This section shall apply only to those residential lots which result from approved subdivision of the Property, and which are adjacent to the Facilities and connectable by side sewer thereto. The owner of each lot at the time of hook -up to the County's general sewerage system shall pay the County's General Facilities Charge (GFC) that is current at that time, reduced by any County participation moneys then applicable to reduce said charge (the present GFC amount equals $770.00 for residential properties, currently reduced by a forty percent (408) County subsidy, leaving $462.00 payable by the property owner). Each lot owner at the time of hook -up shall also pay an In Lleu of Assessment charge (ILA). This charge is deemed equivalent to the special benefit that the County's sewerage system is determined to provide to parcels of land within the most recent County ULIU, reduced by applicable County participation moneys. Page - I Z.. 994 ME 1135 rr. . 994 rc( 1138 v Under this Agreement, the ILA payable at the time of hook -up shall be permanently fixed at $1,500.00 (the special benefit for residential parcels within a ULID is currently $2,500.00, which amount is currently reduced by a forty percent (408) County subsidy, leaving a balance of $1,500.00 payable). Each lot within the Property connecting directly, or Indirectly, to the Facilities shall receive a credit of $700.00 against the ILA amount at the time of hook -up. This credit given by the County is In consideration of Owners' granting to the County perpetual easements at the east and west terminus of the East-West Sewer lino easements, as indicated on Attachment "0 ", the loss of crop revenues to Owners, engineering expenses previously incurred by Owners, the nuisance of the sewer line passing through the Property prior to subdivision and the reduction in value of certain private lots within the Property due to the County easements. A further credit of $500.00 shall be allowed against the ILA to each lot owner at the time of hook -up to compensate for the County's not installing side sewer lines connecting the "Ts" to individual lots, as would be the case if the County was installing a ULID sewerage system (the amount of this additional credit amount is based upon the average cost of installing a side sewer connection, estimated as approximately $500.00, from bids received recently). The GFC applicable under County ordinance or resolution at the time of hook -up of an individual lot shall be the amount payable, less any County participation moneys applicable to reduce said amounts at the time of hook -up. The GFC amount may increase or change from present figures due to periodic adjustments by the County, and the level of applicable participation moneys may also be reduced or change according to County policy. The combined $1200.00 credit allowed future lot owners shall remain constant, as will the ILA amount. Section 5: COMPLIANCE WITII LAWS The Parties hereto specifically agree to observe all federal, state and local laws, ordinances and regulations, including, but not necessarily limited to, chapter 49.60 RCW, to the extent that they may have any bearing on either providing any money under the terms of this Agreement or the services actually provided under the terms of this Agreement. Section 6: MODIFICATION No modification or amendment of this Agreement shall be valid until the same is reduced to writing and executed with the same formalities as this present Agreement. Page - 4 BlL 994 feu 1137 Section 7: VENUE. STIPULATION This Agreement has and shall be construed as having been of m ade and delivered in the State of Washington, and State of Washington shall be applicable to its construction and enforcement. Any action at law, suit in equity or judicial proceeding for the enforcement of this Agreement or any provision hereto shall be instituted onlyingtonurts of competent jurisdic • tion within Spokane Section 8: WAIVER No officer, employee, agent or otherwise of the County has the power, right or authority to waive any of the conditions or of any Agreement shal be held to be a waiver of any othe breach or subsequent breach. All remedies afforded in this Agreement or at law shall be taken and construed s cumulative, herein that is in addition the every other fo remedy provided time any of the provisions of this County to enforce a[ day performance by the Contractor Agreement or to require at any time p of any any provision he shall in n way construed to be waiver of such provisions, nor in any y way affect the e validity of this Agreement or any part hereof, or the right of the County to hereafter enforce each and every such provision. Section 9: ALL WRITINGS CONTAINED HEREIN This Agreement contains all the terms and conditions agree upon by the Parties. No other understandings, regarding the subject natter of this Agreement shall be deemed to exist or to bind any of the Parties hereto. Owners have read and understand all of this Agreement, and now state that no represen tation, promise or agreement not expressed in this Agreement has been made to induce Owners to execute the same. Section 10: TERMINATION The County shall have no obligation of any kind or nature whatsoever to either design or construct the Facilities described hercinabove until Owners have granted to the County that right -of way and /or perpetual casements and /or construction easement(s) as proved for hercinabove. Subsequent to the c grantiIgio of ease- right- of -waY, perpetual easement(s), terminate this o eas- and/or ment(S), respectively, neither Party Y for any reason whatsoever. Section 11: TIME IS OF TIIE ESSENCE Time is of perform essence th a c Agreement on If his part to be performed, shall fail to p Page - 5 at the time fixed for performance, the other Party may exercise any right as proved for herein. Section 12: RECORDING This Agreement, upon execution by both Parties, shall be recorded in the Spokane County Auditor's Office. The provisions within this Agreement shall run with the Property, and bind tho Owners and their successors, assigns and heirs. IN WITNESS WHEREOF the Parties hereto have caused this Agreement to be executed on the day and year first set forth above. • ATTEST: WILLIAM E. DONAHUE, Clerk of the Board STATE OF WASHINGTON ) ) ss County of Spokane ) On this /er day of / /,',(.,..(.•_ appeared before me 41 //://,-- : • Page - 6 BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON • SULLIVAN SOUTH ENTERPRISES, a Washington general partnership By`\Y,Civdm,(N \ _...A ,(I c) Jam. 1��O pJl4�{�.111'Y' " ( ` Title) mi•. 994 P'.CE 1138 1988, personally to me known to be 994 rig .1139 i / / • / � /., f; the % / ,., of the above -named general partnership that executed the within and foregoing instrument, and ac- knowledged said instrument to be the free and voluntary act and deed of said general partnership, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute said instrument. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my seal the day and year first above written. STATE OF WASHINGTON ) ) ss County of Spokane ) Page - P: - .?355:Ob f4;;., - `.0 % : o °w Notary Public in and for the State of Washington, residing at Spokane. My commission ex- pires V- / 17'1/ 0. 4. EONS 0. RENZ 7/./ IIILDA E. RENZ On this day personally appeared before me ALFONS B. RENZ and }IILDA E. RENZ, to me known to he the individuals described in and who executed the within and foregoing instrument, and acknowledged that they signed the same as their free and voluntary act and decd, for the uses and purposes therein mentioned. GIVEN under my land and official seal this day of lJ .T,., (,,.. , 1988. / /2.. _//. �. Notary Public in and for the State of Washington, residing at Spokane. My commission ex- pires i.., /.,./ (1) Parcel No. 25545 -9054, more particularly described as that portion of the North Half of Section 25, Township .-25—N; Range„44..E.W:M., lying Wly of Ln Daf;'Beg 2024.35 ft. W of NE Cur th 5 80 deg 08 min 14 sds E 152.25 ft th S 50 deg 22 min 27 sds E to W In of Ptn known as Ridgemont Est 02 th Sly alg sd In to W In of Ridgemont Est Add th Sly alg sd W In to 5 In, of NW 1/4 and term of sd, In exc W 1/2 of NW 1/4 and exc N 480 ft of W 726 ft of NE 1/4 of NW 1/4 and exc Rds, Spokane County. (1) Parcel No. 25542 -9058 more particularly described as the West Half of the Northwest Quarter of Section 25 Township -25 N., Range 4A E.W.M., and the N 480 ft of W 726 it of NE 1/4 of'NM 1/4 exc Ptn of NW 1/4 of NW 1/4 Daf; Beg at NW cor Sec 25 th E alg the N In 5D Sec 870.00 ft th S at R/A to SD N Ln 730.00 ft to Beg of a Cur to the Lft th alg sd Cur having a Rad of 475.00 ft through a C/A of 15 deg 21 min 06 sds 127.27 ft th W at R/A to W In sd Sec 25 807.67 ft to sd W In th N alg sd W Ln 855.00 ft to P00 exc Rd R /W, all in Section 25, Township 25 N., Range 44 E.W.14., Spokane County. (/ / Page - B ATTACHMENT "A" Y[i. 994 Pa( 1140 r;NIVSAMERICA 1IILE INSURANCE COMPAU NORTH 720 ARGONNE ROAD 1' SPOKANE, WA, 99206 N rr ` " 4 5 1 .,s print is made solely for the purpose of assisting if locating said premises and the company assumes DU hility for variations, if any, in dimensions and *� ho artnal survey. 0 7 Q O M O 589 125.00 100.00 509 °3242 E 115.00 95.07 44.93 94.95 270.00 5 89 °32 42E 374.46 100.00 BWCK :3 2 100.00 AVENUE .BLOCK: 4 • 155.00 85'04b5E83B8 N N 83.8a ..... 20.00 150.00 S 89°32'42 "E I50C N W co - 0) 0 0 z RIDc,ENcc>•T E STATES Att ADD, SCALE IN FEET C R t 50 ' 0 UNPL P.1 1 ED 1.0 STRIP, L -2, B-2 • 889°32'42"E 50 100 N89 °32 42 W . 585.00 vi 24th c non'', AVENUE "a CO • ti� STRII LI • --41 1— W � J co EL N—=i s 0 0 O , O CO • p�,� C AL LS r ♦ . • ♦ ♦ ♦ * * ♦ ♦ . ♦ * 4 k a s 4 . . ♦ . FACSIMILE TPA \SMISSIO\ V r k' • r k i k k r s r • k k k t k k k k . .. SPOKANE COUNTY 1 DEPARTMENT OF PUBLIC WORKS OFFICE OF THE COUNTY ENGINEER N. 811 JEFFERSON ST. SPOKANE, WA 99260 -0180 FAX (509) 456 -4715 TEL (509) 456 -3600 DATE: 3 — /E,, - cl O TIME: 1.. y5 yn i o, , TO: N ev; ., M , DEPARTMENT: S; b..eso EN (SRS. FAX TET ,EP HO NE: 9)-A, - 132-3 • VOICE TELEPHONE: 934,- 13 3-a-- FROM: Gil Na Lso -p DEPARTMENT: L AND DE V E2- 0 P 1e1 E NT COMMENTS: PL EASE A -0 .n 7141 SCI- LO tr-ThiIAl (� Te TvFPt SFi c - r )ON o P4 brat An/D 3 OT RID ire MA NT EST */ A / 1\1 C SukPAC DE rr KS SNAL -L_ RE AJU.sr€0 AS ReSbUIl0 8 ACTUAL X VALLI PAGE / L OFTEsTS oeTAiNE reRoh, v..).S.O. ®.T P.s. C E A:� • s i — T APE A .: - C ,s, , p�,� C AL LS / I Nt rz_z-90 l Ssi ADDITION SToRMINKrER CALe_w_AT/Dr4S 1 (14-wis SW/al.e:VOL.UWIE 1 ° Esiz-.. 0+ 4 0 - ID 5.1a. 2+61,o1 z ni ft —Capgwes@i6f c kcis e • Z. 4 (SD r."- 31.4-1 FT. - s..a." 03.4 - To g:g1 (140312; t: 211'Fr. ----(frrnfer5-"3/4---4-1 cLflt e-r i swp..A.X. :.(kci5.4-11+ im-k- n. 4E 3.54 •e 7_ 2 et 3 NCEPeDe......---- ,,,,,, S ‘ SlosP:6E• fz.SQ9.112.E.D 5l7.;t • - I ■5 4:Vt: sstore:AGe ; • 2.....,8 Sit* ■54-1 -- 31 /An Lan /45 yr: 70IX ni 373 - ) ./PeAktra:knar 1/QTA- /11/te•-rk ..„ . 62A,itne.N.dre) _ /cLuNA,-t".011-0 3 Pi an, DATE = 3/7/90 BOWSTRING CALCULATIONS DESIGNER = K W MCMULKIN BASIN D1 PROJECT NAME = RIDGEMgNT ESTATES 4TH ADDITION DESCRIPTION = STqRMWATER DRAINAGE ' + t . Intensity Dde. Vin Vout Storage (min.) ( (in./hr.) (c.f.s") (cu. ft.) (cu. ft.) (cu. ft.) � 5.0 � 300 3"18 '2:R9 1l62 90 l0/2 1().0 6()0 2.24 2.04 1637 120 1457 ' 11.2 * 67() 2.11 1.92 4725 201 1524 15.0 ' 900 1.77 1.61. 1215 270 1545 20.0 • 1200 1.45 1.32 1882 360 1522 25.0 1500 1 1:10 1900 450 1450 70.0 1800 1.04 .95 1917 540 1377 -7 5 . n 2100 .91 ,83 1926 630 129A 40.0 2400 . .82 .75 1959 720 1239 45"0 2700 "74 .67 1969 810 115? 50.0 3000 "68 .62 17.5 900 1095 .25,0 3300 ,44 .58 2052 990 . 1062 60.0 3600 ^61 ,55 2123 1080 1043 . 65.0 3900 .60 .54 2233 1170 . 1067. 70.0 4200 .56 .53 2334 1260 1074 i . 75.0 4500 .56 .50 2385 • 1350 1035 20.0 4800 .53 .48 2422 1440 902 8 - 0 7100 .47 2494 1530 964 5400 .50 .45 2558 1620 95.0 5700 .49 "45 2640 1710 930 100.0 6000 • ,48 ,44 2717 1909 917 THE MAXIMUM STORAGE JS 1544.67740055 CU. ET. TEN YEAR STORM CALC * The time of concentration is 11^17051 minutes. The Undeveloped flow out is I ( F A 83 0510 8306130250 SULLIVAN ROAD PROJECT (CRP -1679) - RIDGMONT ESTATES NO. 4 AGREEMENT gl 641. FA:€ 1428 THIS AGREEMENT made and entered into this 7 day , 1983, by and between Spokane County, a political subdivision of State of Washington, having offices for the transaction of business at West 1116 Broadway Avenue, Spokane, Washington 99260, hereinafter refer-red_to as the "County," and Sullivan South Enterprises, having offices for the transaction of business at East 12929 . Sprague Avenue, Spokane, Washington 99216 hereinafter referred to as the "Developer," jointly, hereinafter referred to as the "Parties." W I T N E S S E T H: WHEREAS, pursuant to the provisions of the Revised Code of Washington Section 36.32.120(6) the Board of County Commissioners of Spokane County has the care of County pro- perty and the management of County funds and business; and WHEREAS, pursuant to the provisions of RCW Chapter 58.17 and RCW Chapter 36.70, the Board of County Commissioners of Spokane County have established a Hearing Examiner System, which system is responsible, pursuant to County ordinances, for approving subdivisions and zone changes within the un- incorporated areas of Spokane County, Washington; and WHEREAS, pursuant to the provisions of RCW Chapters 36.75 and 36.81 the Board 'of County Commissioners of Spokane County through the Spokane County Engineer has the authority to establish, construct and maintain County roads; and WHEREAS, pursuant to RCW Chapters 36.75 and 36.81 the Board of County Commissioners of Spokane County through the Engineering Department is improving certain portions of Sullivan Road, located within Spokane County, Washington, such project being known as CRP -1679 (Sullivan Road); and -2- WHEREAS, pursuant to findings and order dated July 27, 1982, the Spokane County Hearing Examiner Committee approved the preliminary plat known as Ridgmont Estates No. 4 and accompanying zone change (PE- 1423 -82 and 2E 32 -82), said preliminary approval being a subdivision of 125 acres into 284 lots for single family dwellings; and WHEREAS, the findings and order of July 27, 1982 approving Ridgmont Estates No. 4 included certain condi- tions relative to the obligation of the Developer herein to improve Sullivan Road and dedicate additional rights -of- way thereon; and WHEREAS, in conjunction with the County Sullivan Road Project (CRP- 1679), the County will necessarily be performing certain obligations of the Developer herein along Sullivan Road; however, it is understood by the parties hereto that the Developer's obligations as set forth in the findings and order dated July 27, 1982 are not triggered until that phase or phases within the Ridgmont Estates No. 4 are finalized requiring the use of Sullivan Road between 16th Avenue and 24th Avenue'; and WHEREAS, the parties hereto now desire to formalize their understanding with respect to the County's Sullivan Road Project (CRP -1679) and the obligations of the Developer in conjunction with Ridgmont Estates No. 4 along Sullivan Road; NOW, THEREFORE, for and in consideration of the mutual promises set forth hereinafter, the parties hereto do mutually agree as follows: 1. Spokane County in conjunction with the Sullivan Road Project, known as (CRP -1679) will perform a certain por- tion of the obligations of the Developer herein as more particularly set forth in the findings and order dated July 27, 1982 in conjunction with the Ridgmont Estates No. 4 Subdivi- sion on Sullivan Road; namely, the improving from the inter- section of 16th Avenue and Sullivan Road within Spokane -3- 4r 641 FACE 1430 County, Washington south 300 feet and then from that point taper the paving on Sullivan Road south an additional 300 feet. All work referred to under this paragraph will be done pursuant to the provisions of approved plans and specifications on file in the Spokane County Engineering Office for the Sullivan Road Project (CRP- 1679). 2. In consideration of Spokane County performing those obligations set forth in paragraph 1 hereinabove in con- junction with the Sullivan Road Project (CRP- 1679), the Developer and the County acknowledge that at such time as the Ridgmont Estates No. 4 Subdivision is finalized either in whole or in phases so that that portion of Sullivan Road between 16th Avenue and 24th Avenue is used by the subdivision or portion thereof finalized, the Developer shall be responsible for reimbursing Spokane County for the 300 feet of improvement from 16th Avenue South on Sullivan Road 300 feet in conjunction with the County Road Project No. 1679. It is understood by the parties hereto, that at the present time it is anticipated that the approximate cost for improving Sullivan Road from the intersection of 16th Avenue south 300 feet is $45.19 per lineal foot for a total cost of $13,556. To the extent that the actual costs either exceed or are less than anticipated herein, the parties hereto acknowledge that this agreement will be so modified to reflect actual costs. Actual costs will be computed pursuant to cost paid by Spokane County to the successful bidder in conjunction with Sullivan Road Project (CRP- 1679). It is further understood and agreed by the parties hereto, that in lieu of the Developer reimbursing Spokane County for that tapering along Sullivan Road in conjunction with the Sullivan Road Project commencing 300 feet south of the intersection of 16th Avenue and Sullivan Road and then running an additional 300 feet south, the Developer, shall be responsible,for providing a 300 foot taper commencing at -4- Kr. 641 FACE 143 - the intersection of 24th Avenue and Sullivan Road and running south on Sullivan Road 300 feet. The obligation of the Developer to provide that tapering on Sullivan Road commencing at the intersection of 24th Avenue and running 300 feet south on Sullivan Road shall be triggered at such time as all of the Ridgmont Estates No. 4 plat is finalized or that phase thereof which requires the improving of Sullivan Road between 16th Avenue and 24th Avenue is finalized. The 300 feet of tapering to be provided by the Developer pursuant to this paragraph shall be undertaken pursuant to those plans and specifications as approved by the County Engineer. Such plans shall follow materally those approved plans and specifica- tions for the tapering commencing south 300 feet of the inter- section of 16th Avenue and Sullivan Road and running south 300 feet on Sullivan Road. 3. It is understood and agreed by the parties hereto; that in the event the Developer herein does not finalize Ridg- mont Estates No. 4 in toto, or in such phase or phases to require the use of Sullivan Road between 16th Avenue and 24th Avenue that the obligations of the Developer herein, as set forth in paragraphs 1 and 2 shall be null and void. 4. It is understood and agreement by the parties hereto that the obligations as set forth herein between the Developer and the County shall clarify those conditions set forth in the findings of fact, decision and order dated July 27, 1982 in conjunction with the Ridgmont Estates No. 4 Subdivision, a photocopy of which is attached hereto as Attachment "A" and incorporated herein by reference. To the extent that there is any inconsistency between the provisions of this agreement and the provisions within the findings and order dated July 27, 1982, attached hereto as Attachment "A" the provisions within this agreement shall be controlling. 5. This agreement is one which shall run with that parcel of property preliminarily approved as Ridgment Estates No. 4 Subdivision and designated as PE- 1423 -82 and ZE- 32 -82. 6. No modification or amendment to this agreement shall be valid until the same is reduced to writing and executed with the same formality as this present agreement. 7. This agreement contains all the terms and condi- tions agreed upon by the parties. No other understandings, oral or otherwise, regarding the subject matter of this agree- ment shall be deemed to exist or to bind any of the parties hereto. Both parties'have read and understand all the terms of this agreement and state that no representations, promises, or agreements not expressed in this agreement have been made to induce either to execute the same. IN WITNESS WHEREOF the parties hereto have caused this agreement to be executed on the day and year set forth hereinabove. ATTEST: W I LI DONAHUE Cl ..p �atbg', Board By dty•Clerk BOARD OF COUNTY COMMISSIONERS OF SP! ' E COUNT ' SHINGTON SULLIVAN SOUTH ENTERPRISES By: t 641 rgE 1432 FILED Oil ILCOftOED4 .; is '1 �! ... . Ccu>a Cj" . JUN 1.3 3 55 PH 'B3 WILE.$AH E. 110K 41:11e ADDtrOft SPOKANE COMM VASIL KKyr DEPUTY -5- fee CmilutAPt- -' SNELL ' /and; „ a, ,./0 7 r — 1, 7 /7:_ _Ze3 - _ c e r a / 6 c c c_7 / 7 / z-pc /,( J AY. / / . 1‘ . 67/cc 3. 67,1fra_. 6 , • /, A , .3 " --N/j e 75 2 E C/1 C / 'CV/ e " Gt.,' el C". ( e Ze (2127. 77_ _ 70_7 • _ZZ_r -= - 7z0 a - eoc>. c c - -z- - 6 /1/4-<?. = . 7 r dC0 0- ZYC Y cirS 1 2 //,u , ( 3 5 / .7e 2 /fe , cr t3, cry 3 0 -2.. ga _ Z • /27 - 0 'Cr• - to eyZ cf /0 c„'0 £ VESTED IN: Tupper Realtors E. 12929 Sprague Ave. Attn: Ken cc: Simpson Engineering cc: Spokane County Planning cc: Spokane County Engineering g, F F TRANSAMERICA TITLE INSURANCE COMPANY MI6 e North 720 Argonne ` Spokane, Washington 99212 Prepared For: Order No.: GD- 149439M PLAT CERTIFICATE Effective Date: February 8, 1990 at 8:00 a.m. Situate in the County of Spokane, State of Washington. Certificate for Filing Proposed: RIDGEMONT ESTATES 4TH Charge: Tax: Total: $125.00 9.75 $134.75 In the matter of the subdivision to be submitted to Spokane County for approval, this company has examined the records of the Spokane County Auditor's and Clerk's offices /and the office of the Clerk of the United States District Court holding terms in said county. This certificate is made for the purpose herein specified, and is not to be used as a basis for closing any transaction. Liability is limited to the amount paid for this certificate. From such examination, the company hereby certifies the title to the following described land, in said Spokane County, to wit: That portion of the Northwest Quarter of Section 25, Township 25 North, Range 44 E.W.M., described as follows: BEGINNING at the West Quarter corner of said Section 25; thence South 89 °32'42" East 733.35 feet along the centerline of 24th Avenue; thence North 00 °39'38" East 30.00 feet to the North line of 24th Avenue and the true point of beginning; thence North 00 °39'38" East 125.00 feet; thence South 89 °32'42" East 15.00 feet; thence North 00 °39'38" East 300.00 feet; thence South 89 °32'42" East 374.46 feet; thence North 85 °04'03" East 83.88 feet; thence North 67 °45'35" East 77.37 feet; thence South 30 °47'Sl" East 125.00 feet; thence South 20 °07'32" West 73.38 feet; thence South 00 °39'38" West 286.77 feet to the North line of said 24th Avenue; thence North 89 °32'42" West 585.00 feet to the true point of beginning; ALFONS B. RENZ and HILDA E. RENZ, husband and wife, as to that portion lying within the Southwest Quarter of the Northwest Quarter; and'in ALFONS B. RENZ and HILDA E. RENZ, husband and wife and their assigns, as shown under Real Estate Contract recorded January 28, 1982 under Recording No. 8201280204, shown as Paragraph No. 5 herein, as to the remainder. (continued) EXCEPTIONS: A. General taxes, as follows, together with interest, penalty and statutory foreclosure costs, if any, after delinquency: (1st half delinquent on May 1; 2nd half delinquent on November 1) Tax Account No. 25545 -9054 25542 -9058 BETWEEN: AND: DATED: RECORDED: RECORDING NO.: REGARDING: r Order No.GD- 149439M Page No. 2 Year Amount Billed Amount Paid Principal Balance 1989 $4788.21 $4788.21 $00.00 1990 AMOUNTS NOT YET AVAILABLE 1989 $4486.58 $4486.58 $00.00 1990 AMOUNTS NOT YET AVAILABLE NOTE: Future Tax Account No(s).: 45255.9054 and 45252.9058 NOTE: 1989 assessed valuation: Land $214,200.00 Improvements $55,200.00 " $252,600.00 1 Assessment for Road Improvement District No. 37, in the amount of $1648.50 plus interest at 8 %. The next installment is due on April 13, 1990, in the amount of $824.25. Affects Parcel No. 45255.9054. 2 Assessment for Road Improvement District No. 38, in the amount of $1505.61 plus interest at 8 %. The next installment is due on April 6, 1989, in the amount of $501.87. Affects Parcel No. 45252.9058. 3. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: (continued) Alfons B. Renz and Eva Renz County of Spokane October 9, 1974 October 18, 1974 7410180104 Wherein the owners of the property under search and other property agree not to permit any part of their property which fronts 16th Avenue to be used as a building site unless approval has been obtained from Spokane County. STATE OF WASHINGTON ) 99 County of Spokane ) 820 ME 1773 ON THIS DAY personally appeared before me TONY HIGLEY, to me known to be the individuals described in and who executed the within and foregoing Deed and Seller's Assignment of Real Estate Contract, and acknowledged that he signed the same as his free and voluntary act and deed for the uses and purposes therein mentioned. GIVEN under my hand and official seal this 2 day of June 1986. STATE OF WASHINGTON ) : 88 County of Spokane ) Notary Public in and for the State of Washington, residing .at Spokane Oq is.. day of June 1986, perso lly appeared before me M1V :IQ4 V {' Tr Nc* ,r), to me known to the VI c 1 1 ,4- of DOUGLAS COINS, NC., a Washington corporation, the corporation described in the within and foregoing Deed and Seller's Assignment of Real Estate Contract, and acknowledged to me that he was authorized by said corporation to execute the same, as its free and voluntary act and deed for the uses and purposes therein mentioned. WITNESS my hand and official seal hereto affixed the day and year first above written. STATE OF WASHINGTON ) : ss County of Spokane ) k ,. \o.. P14 (lc (c. Notary Public in and for the State of Washington, residing at Spokane ON THIS DAY personally appeared before me RONALD P. DOUGLAS and DENNIS L. DOUGLAS, to me known to be the individuals described in and who executed the within and foregoing Deed and Seller's Assignment of Real Estate Contract as Co- Trustees of Douglas Coins, Inc., Profit Sharing Plan, and acknowledged that they signed the same as their free and voluntary act and deed for the uses and purposes therein mentioned. GIVEN under my hand and officia seal this ]h`r day of June 1986. tc45 — 1 1;70-7. - 1-/ Pu . lc an and for the S tate rof W ashington, residing at Spokane • STATE OF WASHINGTON ) : n8 County of Spokane ) K. . 820 ME 1774 YEI ON THIS DAY personally appeared before me TERENCE R. WHITTEN and PAPJORIE P. WHITTEN, husband and wife, to me known to be the indi- viduals described in and who executed the within foregoin D and and Seller's Assignment of Real Estate Contract, and they signed the same as their free and voluntary act and deed for the • uses and purposes therein mentioned. GIVEN under my hand and official STATE. OF WASHINGTON ) : es County of Spokane ) al' his ' ofJune, 1986. IL. Notary Pub c rn and or t c State of Washington, residing at Spokane ON THIS DAY personally appeared before me KENNETH 3. TUPPER, to me known to be the individual described in and who executed the within and foregoing Deed Inc Se Profit SharingeTrust,R and acknowledged that Trustee of Tupper, Inc he signed the same as his his free and voluntary act and decd for the uses and purposes therein mentioned. GIVEN under my hand and official seal this 2 day ofJune, 1986. 0533 E.., la. Peel y oo 56 - Sale Amt. DE 'SKID" CHIIBEBG Scam. Coney I.a.e w by t - 3 .53'6 a,,,>JS 37/3 EB'u4 ➢3A //I - ES /30•/66 i / Notary Public n and for the State of Washington, residing at Spokane 7 Filed for Record at the Request of: LUKINS b ANN1S, P.S. 1600 Washington 'Trust Financial Center Spokane, Washington 99204 (509) 455 -9555 PARCEL 1: The Southwest quarter of the Northwest quarter of Section 25, Township 25 North, Range 44 E.W.M.; EXCEPT 24th Avenue and Sullivan Road; PARCEL 2: The Northwest quarter of the Northwest quarter of Section 25, Township 25 North, Range 44 E.W.M.; EXCEPT 16th Avenue and Sullivan Road; PARCEL. 3: The North 480 feet of the West 726 feet of the Northeast quarter of the Northwest quarter of Section 25, Township 25 North, Range 44 E.W.M.; EXCEPT 16th Avenue; 8804120237 - 4RANSAMLRICA PILE Am It 3 117 F1111.1, Attn: Ronald P. Douglas 1■ Cl DEED AND SELLER'S PARTIAL ASSIGNMENT OP REAL ESTATE CONTRACT The GRANTORS, RONALD P. DOUGLAS AND DENNIS L. DOUGLAS, trustees of the Douglas Coins, Inc. Profit Sharing Trust, for value received hereby conveys and warrants to RICHARD W. McEACHRAN and BRUCE A. McEACHRAN, co- trustees of the Robert W. McEachran Life Insurance Trust, dated May 10, 1982, an undivided .04545 Interest in the following described real estate situate in the County of Spokane, State of Washington (the "Property "), including any interest therein - which the Grantors may hereafter acquire: All situate in the County of Spokane, State of Washington; Excise tax #253713 and does hereby assign, transfer, and set over to the Grantee the corresponding undivided interest in that certain Real Estate Con- tract dated January 27, 1982 (the "Contract "), between Alfons 0. Benz and Hilda E. Renz, as "Seller," and Sullivan South Enterprises, a Washington general partnership, as "Purchaser," for the sale and purchase of the above- described Property. The Grantee hereby assumes no liability with respect to the Contract other than conveyance of title to the Property to the Purchaser by Quit Claim Deed, upon completion of Purchaser's performance thereunder, or upon request for partial fulfillment deeds as allowed therein. The Grantors hereunder hereby represent and agree as follows: 1. That the unpaid principal balance on the above - described Contract, as of the date hereof, is Three Hundred Twenty -five Thousand Four Hundred Forty and 01 /100 Dollars ($325,440.01), and that interest has been paid through April 10, 1988. E"au, Tex pa on 8800003827 Cale AM. PE 7. at D.L SKIP CI1ILBERG 55Spololan. Coumy T,.., 2. That the Contract is in full force and effect. DATED AND EFFECTIVE April 10, 1968. STATE OF WASHINGTON County of Spokane ss GRANTOR: DOUGLAS COINS, INC. PROFIT SHARING PLAN ANB TRUST By Ronald P. Douglas, /Prustee Dennis L. Dougls, Trr On this day personally appeared before me Ronald P. Douglas and Dennis L. Douglas, to no known to be the individuals described in and who executed the within and foregoing instrument, and acknowledged that they signed the same as their free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal this 1\ day of April, 1988. Notary Public in and for the State of Washington, residing at Spokane. q C Hl. . J64 rat ,750 kauturawaautmae fitOULTI Or Ara 1 1 44 AH 906 WILLIAM II. DONAHUE NPOKAM OIIRUf Y, WAIH.1 „ all Attn: Ronald P. Douglas - S N i L L Filed for Record at the Request of: LUKINS 6 ANN'S, P.S. 1600 Washington Trust Financial Center Spokane, Washington 99204 (509) 455 -9555 OELO ANU SELLER'S PARTIAL ASSIGNMENT OF REAL ES'TA'TE CONTRACT THE GRANTOR, DOUGLAS COINS, 1tNC. , for va 1 u received, hereby conveys and warrants to DENNIS 1,. DOUGLAS and RONALD P. DOUGLAS, trustees of the Dennis L. Douglas, P.S. Profit Sharing Trust an undivided .022725 interest in the following described real estate situate in the County of Spokane, State of Washington (the "Property "), including any interest therein which the Grantors may hereafter acquire: / PARCEL 1: 16th Avenue; 8804260191 ,/c The Southwest quarter of the Northwest quarter of 9 _Section 25 'Township 25 North, Range 44 E.W.N.; I E$CLP1' 24th Avenue and Sullivan Road; PARCEL 2: 9 The Northwest quarter of the Northwest quarter of F, tlo Seg 25, Township 25 North, Range 44 E.W.M.; F'KJ PT 16th Avenue and Sullivan Road; ` PARCEL 3: / t p 9 The North 400 feet of the West 726 feet of the Northeast quarter of the Northwest quarter of Sort inn 3. Township 25 North, Range 44 E.W.14.; A71'situate in the County of Spokane, State of Washington; and does hereby assign, transfer, and set over to the Grantee the corresponding undivided interest in that certain Real Estate Contract dated January 27, 1982 (the "Contract "), between Alfons B. Renz and Hilda E. Renz, as "Seller," and Sullivan South Enterprises, a Wash- ington general partnership, as "Purchaser," for the sale and purchase of the above - described Property. The Grantee hereby assumes no lia- bility with respect to the Contract other than conveyance of title to the Property to the Purchaser by Quit Claim Deed, upon completion of Purchaser's performance thereunder, or upon request for partial fulfillment deeds as allowed therein. The Grantor hereunder hereby represents and agrees as follows: 1. That the unpaid principal balance on the above- described Contract, as of the date hereto, is Three hundred Twenty -Seven Thousand Four hundred Thirty -three and 62 /100 Dollars ($327,433.62), and that intorest has been paid through March 10, 1988. Excise Tax Paid 6/13/86, Receipt No. 05881 L Laar. Tax Ia.mp oa. QQ�6 Os- Spokes Ce s y Treas. N• 2. That the Contract is in full force and effect. DATED AND EFFECTIVE March 9, 1988. GRANTOR: DOUGLAS h. NS, IA C. STATE OF WASHINGTON :ss County of Spokane By E 954 io Y.itf 751 Ronald P. Douglas, President On this fl day of March, 1988, before me, the undersigned a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared Ronald P. Douglas, to me known to be the President of Douglas Coins, 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 and that the seal affixed is the corporate seal of said corporation. Witness my hand and official seal hereto affixed the day and year first above written. M . CO , ) Notary Public in and for the State of Washington, residing at Spokane. f led for Record at the Request of: Attn: Ronald P. Douglas 37-2 s 8805050165 X ( LURINS 6 ANNIS, P.S. 1600 Washington 'Trust Financial Center Spokane, Washington 99204 (509) 455 -9555 kift S PEOUCSf Or. MAY 5 ou MI '86 WILLIAM 1'. Do SAIIUC, LL AUDITOR LS P06ANC COUNTY. WAS 5:J - 1 L 6 � 747 DEED AND SELLER'S PARTIAL ASSIGNMENT OF REAL ESTATE CONTRACT The GRANTOR, DOUGLAS COINS, INC., for value received hereby conveys and warrants 'to DENNIS L. DOUGLAS and RONALD P. DOUGLAS, trustees of the Dennis L. Douglas, P.S. Profit Sharing Trust an undivided .022725 interest in the following described real estate situate in the County of Spokane, State of Washington (the "Property "), including any interest therein which the Grantors may hereafter acquire: PARCCL The Southwest quarter of the Northwest quarter of Section 25, 'Township 25 North, Range 44 E.W.M.; EXCPTT h Avenue and Sullivan Road; �RCEL 2: The Northwest quarter of the Northwest quarter of Section 25, Township 25 North, Range 44 E.W.M.; EXCEPT 16th Avenue and Sullivan Road; PARCEL 3: The North 480 feet of the West 726 feet of the Northeast quarter of the Northwest quarter of Section 25, Township 25 North, Range 44 E.W.M.; e h h Avenue; All situate in the County of Spokane, State of Washington; and does hereby assign, transfer, and set over to the Grantee the corresponding undivided interest in that certain Real Estate Contract dated January 27, 1982 (the "Contract "), between Alfons B. Renz and Hilda E. Renz, as "Seller," and Sullivan South Enterprises, a Wash- ington general partnership, as "Purchaser," for the sale and purchase of the above - described Property. The Grantee hereby assumes no liability with respect to the Contract other than conveyance of title to the Property to the Purchaser by Quit Claim Deed, upon completion of Purchaser's performance thereunder, or upon request Eor partial fulfillment deeds as allowed therein. The Grantor hereunder hereby represents and agrees as follows: 1. That the unpaid principal balance on the above - described Contract, as of the date hereof, is Three Hundred Twenty -five Thousand Four Hundred Forty and 01 /100 Dollars ($325,440.01), and that interest has been paid through April l0, 1988. 4. L awn lax bump 0.1: y 4 shy Excise Tax Paid 6/13/86, Receipt No. 05881 $1,0).7 O Tnu. 2. That the Contract is in full force and effect. DATED AND EFFECTIVE April 10, 1988. By !. 9O6 t 7443 GRANTOR: /2 QQINS, IIJC. /, DOUGLAS Ronald P. Douglas, President STATE OF WASHINGTON ) :ss County of Spokane On this \\ day of April, 1988, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared Ronald P. Douglas, to me known to be the President of Douglas Coins, 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 and that the seal affixed is the corporate seal of said corporation. Witness my hand and official seal hereto affixed the day and year first above written. Ac„, VM (1: Q 1D. Notary Public in and for the State . of Washington, residing at Spokane. File) #for Record at Request of 5`1 8805060150 Ronald P. Douglas LURINS 6 ANNIS, P.S. 1600 Washington Trust Financial Center Spokane, Washington 99204 (509) 455 -9555 DEED AND SELLER'S PARTIAL ASSIGNMENT OF REAL ESTATE CONTRACT The GRANTOR, JAMES F. O'CONNELL & ASSOCIATES, INC., a Washington corporation, for value received hereby conveys and warrants to DOUGLAS ENTERPRISES, INC., a Washington corporation, an undivided .0909 interest in the following described real estate situate in the County of Spokane, State of Washington (the "Property "), including any interest therein which the Grantor may hereafter acquire: PARCEL. 1: S The Southwest quarter of the Northwest quarter of f S� io- 7S.— LT 'y 25 Nor *h RRngr 44 6•W.M.; 4th Avenue and Sullivan Road; PARCEL 2: The Northwest quarter of the Northwest quarter of 5 • 25, Township 25 North, Range 44 E.W.M.; XCEPT/16th Avenue and Sullivan Road; PARCEL 3: The North 480 feet of the West 726 feet of the Northeast quarter of the Northwest quarter of n 25 Township 25 North, Range 44 E.W.M.; EXCEP 16th Avenue; All situate in the County of Spokane, State of Washington. E. 3GG I /.L[ 1533 UNILIC:n Ae MAY 6 12 Is PH '86 loWI� LLIAH I0. r. PIIIr. DJHAIRIE AOONJ9 iSeo4ANr COIN r.r, WASH.: SNELL and does hereby assign, transfer, and set over to the Grantee the corresponding undivided interest in that certain Real Estate Contract dated January 27, 1982 (the "Contract "), between Alfons B. Renz and Hilda E. Renz, as "Seller ", and Sullivan South Enterprises, a Washington general partnership, as "Purchaser ", for the sale and purchase of the above - described Property. The Grantee hereby assumes no liability with respect to the Contract other than conveyance of title to the Property to the Purchaser byQuit Claim Deed, upon completion of Purchaser's performance thereunder, or upon request for partial fulfillment deeds as allowed therein. The Grantor hereunder hereby represents and agrees as follows: 1. That the unpaid principal balance on the above - described Contract, as of the date hereof, is Three Hundred Twenty -three Thousand Four Hundred Twenty -two and 01 /100 Dollars ($323,422.01), and that interest has been paid through May 10, 1988. Excise Tax Paid 6/13/86, Receipt No. 05881 L E x iu fa.np Spoimw C L.u. • 1' • 2. That the Contract is in full force and effect. DATED AND EFFECTIVE May 4, 1988. STATE OF WASHINGTON ) :sa County of Spokane GRANTOR: Cq. 255 :,:c: _53Y JAMES F. O'CONNELL 6 ASSOCIATES, INC. By 7 ES F. O'CONNELL, President On this day personally appeared before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared James P. O'Connell, to me known to be the President of James P. O'Connell 6 Associates, Inc., the corpora- tion 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 and that the seal affixed is the corporate seal of said corporation. Witness my hand and official seal hereto affixed the day and year first above written. (4 6,, 941 fl Q Notary Public in and for the State of Washington, residing at Spokane Piled for Record at the Request of: LUKINS i ANNIS, P.S. 1600 Washington Trust Financial Center Spokane, Washington 99204 (509) 4559555 Attn: Ronald P._Douglas 8806170313 'F:lefnNOE IDMIlYni NEUUI!S rcr__ JUN 17 4 io PN 'UB WILLI.AM f. DUNAIIUE- Auunon W"01(AHC CFUPIY, kA5N5 di, Excise Tax Paid 6/13/88, Receipt No. 05881 DEED AND SELLER'S PARTIAL ASSIGNMENT OF REAL ESTATE CONTRACT - THE GRANTOR, DOUGLAS ENTERPRISES, INC., formerly Douglas Coins, Inc., for value received hereby conveys and warrants to DOLORES L. DOUGLAS an undivided .04545 interest In the following described real estate situate in the County of Spokane, State of Washington (the "Property "), including any interest therein which the Grantors may hereafter acquire: FARCES 1: The Southwest quarter of the Northwest quarter of Section 25, Township 25 North,_Range_,4 E.W.M.; EXCEPT 24th Avenue and Sullivan Road; PARCEL 7: The Northwest quarter of the Northwest quarter of Section 25, Township 25 North, Range 44 E.W.M.; EXCEPT 16th Avenue and Sullivan Road; • PARCEL 1: The North 480 feet of the West 726 Feet of the Northeast quarter of the Northwest quarter of Section 25, Township 25 North, Range 44 E.G.M.; EXCEPT 16th Avenue; All situate in the County of Spokane, State of Washington and does hereby assign, transfer, and set over to the Grantee the corresponding undivided interest in that certain Real Estate Contract dated January 26, 1982 (the "Contract "), between Alfons B. Renz and Hilda E. Renz, as "Seller ", and Sullivan South Enterprises, a Wash- ington general partnership, as "Purchaser ", for the sale and purchase of the above - described Property. The Grantee hereby assumes no lia- bility with respect to the Contract other than conveyance of title to the Property to the Purchaser by Ouit Claim Deed, upon completion of t E Each. Tax 4•mp. Dale 84 ,P, Spo • County Treas. �,A 975 1 Purchaser's performance thereunder, or upon request for partial fulfillment deeds as allowed therein. The Grantor hereunder hereby represents and agrees as follows: 1. That the unpaid pricipal balance on the above - described Contract, as of the date hereto, is Three Hundred Twenty -One Thousand Three Hundred Ninety and 12/100 Dollars (8321,390.12),and that interest has been paid through June 10, 1988. 2. That the Contract is in full force and effect. DATED AND EFFECTIVE June 13, 1988. STATE OF WASHINGTON County of Spokane GRANTOR,: DOUGLAS EEQERPRISE By NC. P Ronald P. Douglas President On this 13 day of June, 1988, before me, the undersigned a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared Ronald P. Douglas, to me known to be the President of Douglas Enterprises, 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 and that the seal affixed Is the corporate seal of said corporation. Witness my hand and official seal hereto affixed the day and year first above written. A ZIWw.p 01\ a Q QD_ Notary Public in and for the State of Washington, residing at Spokane. 8806170315 Filed for Record at the Request of: UKINS a ANNIS, P.S. .600 Washington Trust Financial Center Spokane, Washington 99204 (509f 455 -9555 Vfi. 975 ear 1768 ffIllL10EN.^'.k E', REUUeS( JUR 17 4 13 P14 '88 WILLIAI4 f, DON,l11'J ESPONANE CO WASH.? f_ OLPJTP; SNELL 6 Attn: Ronald P. Douglas Excise Tax paid 6/13/86, Receipt No. 05881 wane DEED AND SELLER'S PARTIAL ASSIGNMENT OF REAL ESTATE THE GRANTOR, DOUGLAS ENTERPRISES, INC., formerly Douglas Coins, - Inc., value received, hereby conveys and warrants to JACK R. (/ FELGENHAUER AND GLORIA F. FELGENHAUER an undivided .04545 interest in the following described -real estate situate In the County of Spokane, N State of Washington (the "Property "), including any interest therein T which,the Grantors may hereafter acquire: PARCET. 1: The Southwest quarter of the Northwest quarter of Section 25, Township 25 North, Range 44 E.W.M.; ® /`s4 EXCEPT 24th Avenue and Sullivan Road; FARCFI. 7: The Northwest quarter of the Northwest quarter of Section 25, Township 25 North, Range 44 E.W.M.; EXCEPT 16th Avenue and Sullivan Road; CONTRACT PARCEL. 3' The North 480 feet of the West 726 Feet of the Northeast quarter of the Northwest quarter of Section 25, Township 25 North, Range 44 E.W.M.; EXCEPT 16th Avenue; All situate In the County of Spokane, State of Washington and does hereby assign, transfer, and set over to the Grantee the corresponding undivided interest in that certain Real Estate Contract dated January 26, 1982 (the "Contract "), between Alfons B. Renz and Hilda E. Renz, as "Seller ", and Sullivan South Enterprises, a Wash- ington general partnership, as "Purchaser ", for the sale and purchase of the above - described Property. The Grantee hereby assumes no lia- bility with respect to the Contract other than conveyance of title to the Property to the Purchaser by Ault Claim Deed, upon completion of 0. E faire Taa Ewemq aw L.L�e /7 MEP Spel6f Cartry Tree. nSQ�.(n GRANTOR: DOUGLAS 9TERPRISES, NC. d' /JJ /l Y� Ronald P. Dougla Purchaser's performance thereunder, or upon request for partial fulfillment deeds as allowed therein. rii . PACE 1769 The Grantor hereunder hereby represents and agrees as follows: 1. That the unpaid pricipal balance on the above - described Contract, as of the date hereto, is Three Hundred Twenty -Three Thousand Four Hundred Twenty -Two and 21 /100 Dollars (8323,422.21), and that interest has been paid through May 10, 1988. 2. That the Contract is in full force and effect. DATED AND EFFECTIVE May 16, 1988. STATE OF WASHINGTON County of Spokane :99 By On this 11 day of May, 1988, befo Notary Public In and for the State of Was and sworn, personally appeared Ronald P. the President of Douglas Enterprises, Inc executed the foregoing Instrument and ack to be the free and voluntary act and deed uses and purposes therein mentioned, and authorized to execute the said Instrument the corporate seal of said corporation. Witness my hand and official seal he first above written. President re me, the undersigned a hington, duly commissioned Douglas, to me known to be the corporation that nowledged the said instrument of said corporation, for the on oath stated that he was and that the seal affixed is reto affixed the day and year nu %0.. 'm \/ QQP 1 Notary Public In and for the State of Washington, residing at Spokane. Filed for Record at Request of / 5,7 Ronald P. Douglas JUN I� 11 26 r,H ' OS LUKINS 6 ANNIS, P.S. 1600 Washington Trust Financial Center Spokane, Washington 99204 (509) 455 -9555 c''N'.A6 ::ya(i:pSSIFi Excise Tax No. 253713 QEKD AND SEWER'S PARTIAL ASSIGNMENT OF REAL ESTATE CONTRACT The Grantor, DOUGLAS ENTERPRISES, INC., a Washington corporation, for value received hereby conveys and warrants to Fern B. Klaus, a single woman, an undivided .04545 interest in the following described real estate situate in the County of Spokane, State of Washington (the "Property "), including any interest therein which the Grantor may hereafter acquire: PARCE: J: • The North 480 feet of the West 726 feet of the North- east quarter of the Northwest quarter of..Seg_tiQ Township 25 North, Range 44 E.W.M. ; EXCEPT 16th Avenue; All situate in the County of Spokane, State of Washington. and does hereby assign, transfer, and set over to the Grantee the corresponding undivided interest in that certain Real Estate Contract dated January 27, 1982 (the "Contract "), between Alfons 8. Renz and Hilda E. Renz, as "Seller ", and Sullivan South Enterprises, a Washington general partnership, as "Purchaser ", for the sale and purchase of the above - described property. The Grantee hereby assumes no liability with respect to the Contract other than conveyance of title to the property to the Purchaser by Quit Claim Deed, upon completion of Purchaser's performance thereunder, or upon request for partial fulfillment deeds as allowed therein. c Gbeiae laxunw Dma , /YI98y bsu. EXCEPT 89OG19012O voL.1011nui PARCEL 1: The Southwest quarter of the Northwest quarter of Section 25, Township 25 North, Range 44 E.W.M.; (EXCEPT 24th Avenue and Sullivan Road; PARCEL 2: The Northwest quarter of the Northwest quarter of 25 Tow a North Range 44 E.W.H.; 16th Avenue and Sullivan Road SAMPS gliANTOR: voL. 10 41 PAGE 12 S S need, upon completion of Purchaser's performance thereunder, or upon request for partial fulfillment deeds as allowed therein. The Grantor hereunder hereby represents and agrees as follows: 1. That the unpaid principal balance on the above - described Contract, as of the date hereof, is Two Hundred Ninety -eight Thousand Sixty - Four and 30 /100 Dollars ($298,064.30), and that interest has been paid through May 10, 1989. 2. That the Contract is 9 full force and effect. DATED AND EFFECTIVE May 9 1989. DOUGLAS f ES, NAL[� By A P. DOC STATE OF WASHINGTON ) :se County of Spokane ) On this day personally appeared before me, the undersigned, a notary public in and for the State of Washington, duly commissioned and sworn, personally appeared Ronald P. Douglas to me known to be the President of Douglas Enterprises, 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 and that the seal affixed is the corporate seal of said corporation. Witness my hand and official seal hereto affixed the day and year first above written. c o.St-Q--0 PA CI Sly Notary Public in and for the State of Washington, residing at Spokane r • ( / 8Sl8O91),W4 I for Record at the Regcust of: Ala GldP,°i[F.ip!ST • d /KINS F ANNIS, P.S. .'1 1 ' ... .. -. 600 Washington Trust Financial Center Spokane, Washington 99204 1509) 455 -9555 Wllll /.V 1, 094MIliC `T� ""N Attn: Ronald P. Douglas AO006 L ILP9K4Nf. CONNI Y, W46NT I, ) ....... _____ n ...... a.= ._=== ==e. .... cveaec =— aa_6 =Ldreccecc5e= DEED AND SELLER'S PARTIAL ASSIGNMENT OF REAL ESTATE CONTRACT The GRANTORS, RONALD P. DOUGLAS AND DENNIS L. DOUGLAS, trustees of the Douglas Coins, Inc. Profit Slurring Trust, for value received hereby conveys and warrants to RICHARD W. MCEACIIBAN and BRUCE A. MCEACIIRAN, co- trustees of the Hobert W. NcEachran Life Insurance Trust, dated May 10, 1982, an undivided .04545 interest in the following described real estate situate in the County of Spokane, State,of Washington (the "Property "), including any interest therein' which the Grantors may hereafter acquire: • PARCEL 1: The Southwest quarter of the Northwest quarter of d C W M • n EXCEPT 24th Avenue and Sullivan Road: PARCEL 2: The Northwest quarter of the Northwest quarter of Section 25, Township 25 North, Range 44 E.W.M.; EXCEPT 16th Avenue and Sullivan Road; PARCEL 3: The North 480 feet of the West 726 feet of the Northeast quarter of the Northwest quarter of Sectinn_25.._TowaShin 25 North, Range 44 E.W.M.; EXCEPT 16th Avenue; All situate in the County of Spokane, State of Washington; Excise Tax 1253713 Er rla 543 q % 5fr 1 II 25414'00 and does hereby assign, transfer, and set over to the Grantee the correspondi. ng undivided interest in that certain Real Estate Con- tract dated January 27, 1982 (the "Contract "), between Alfons D. Ilenz and Hilda E. Ilenz, as 'Seller" and Sullivan South Enterprises, a Washington general partnership, as "Purchaser ", for the sale and purchase of the above - described Property. 'Ihe Granter_ hereby assumes no liability with respect to the Contract other than conveyance of title to the Property to the Purchaser by Quit Claim Deed, upon completion of Purchaser's performance thereunder, or upon request for partial fulfillment deeds as allowed therein. The Grantors hereunder hereby represent and agree as follows: M.. 9U2 E,&[ 844 1. That the unpaid principal balance on the above - described Contract, as of the date hereof, is Three Hundred Fifteen Thousand Two hundred Seven and 00 /100 Dollars ($315,207.00), and that interest has been paid through September 10, 1988. 2. That the Contract is in full force and effect. DATED AND EFFECTIVE September 6, 1988. GRANTOR: DOUGLAS COINS, INC. PROFIT SHARING PLAN AN TRUST By Ronald P. Douglas/ Trustee BY Dennis L. Douglas, Tistee STATE OF WASHINGTON 1 :ss County of Spokane ) On this day personally appeared before me Ronald P. Douglas and Dennis L. Douglas, to me known to be the individuals described in and who executed the within and foregoing instrument, and acknowledged that they signed the same as their free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN UNDER my hand and official seal this to '� day of September, 1988. l At,00 .r (109-o. / . Notary Public in and for the State of Washington, residing at Spokane. a' • G5 -3G 7410160104. LETTER OF COMMITMENT TO: Spokane County Commissioners Spokane County Courthouse Spokane,washington 99201 err ' 20 PAGE 87). " RECUEST OFCounty pro0ecutin Attorney's Office • Oqi 18 1 125 Id % vrn ttl W.WI LAHJ.AJ9I!F0 srax:.= M r. yal / o.ru v / /� /llL� Req. Courthouse ixx FILED OR 8ECURUE0 GENTLEMEN: .. We are informed that the owners of certain real property which is described in Schedule "A" attached to this letter, are submitting for approval a plat for that property in which proposed plat the said property is described as "Rotchford Acre. Tracts ". A copy of the proposed plat has been personally by the undersigned.', We are the owners of the property which is located immediately adjacent on the south to the property described in Schedule "A" (Rotchford Acre'Tracts). The' description'of our property is set forth in Schedule B " attached .. The'undersigned, to accomodate the platting of the "Rotchford Acre Tracts" property, has heretofor delivered to Spokane County a'deed for property to be used as a roadway. which 'conveyance covers property described in•SChedule . "C" attached. - - - It is recognized that the "Rotchford Acre Tracts "• plat will not be approved without the undersigned having accepted the commitment that no part of their property described in Schedule "B" which fronts on the County road (running east and ' west) which is adjacent to said property on the north, shall be used as building sites without approval of Spokane County having first been obtained in writing or until a plat for said property (Schedule "B ") or some part thereof adjacent to said roadway shall have been approved by the County of Spokane. Now therefore, the undersigned, having recognized benefits which will accrue to them and their property as a result • • of the platting of "Rotchford Acre Tracts" do hereby make a commitment to the County of Spokane that, if the plat for "Rotchford Acre Tracts" is approved, they, their heirs, or successors in ownership will not permit any part of their property described in Schedule "B" which fronts on the roadway referred to above, of which the property described in Schedule "C" is the south one half thereof, to be used as a building site unless and until a plat for said adjacent property shall have been approved or until consent for the use thereof for building sites shall have been otherwise approved in writing by the County of Spokane. It is agreed that the commitment made by the undersigned, as is herein defined, shall run with the land described in Schedule "B ". ' va SesccepttedUandtiapprrovledTeforfore me COUNTYAOFI:SPORANE , BY C Ulvf tfr.6x�'>o Ti W . CHRISTENSEN • 1 401.4 (ALE 872 _e - - 'c State vy ubllc o :Iashington, residtr.-. at Spokane I. 209 PACE 873 k )99(1 A . X36 ''inc su li4 of ^rm!i:,n e. t ::ri': ':'1': / 4t r`. ln pchoi ea.: o od Central \ �X P portion ! .c, _ ,. ;.•1Ln nigh ort o 'West 0 ] arnr.t .; _ _° /4) • :CO :ce< // 4 the fu.: : tit: ,. . anc tt r_ 1! t/. �� c` a_ the _ St.._ticr, .nr'. r.!.s_ ;:art 'Of Scct:on • .ts . a' :cint o o North 'line • of Scct i0n 2 feat alt of the 'northwest . .corner ¢ said ; et~o::: t running south 23 °35' to'ccnte: : 151 3/10 feat; .2L7 .,._. - .. Inches i O.CC-9 14 Ciaaeter,' :1y3 feet :. thane,' ir, rer.[oas ter ly direction',437 f net- to a tint ; - :,;:1,• north line o''satt s_ : :' 2i .. (, ch... northeast. n: '! on Id section lino to c o c ALL in Township 25. • :North, 2.ange 44 lase Of . i].lame -ee meridian in the . _ n <n <a f..I anhingpnn. • .. • ,. 7 it ern. r:".•• 1.1. mN a . vi -mu r. ?vino., nu :n..a rot r . no. 4rnc 4C.1n. n 0.1 n 14..1 l .I!1. I. fr.ntle 4nit1. „ - twn '" .rw, r enGlr. ,. Q .r Y,.,r 1 vit .. • 0104 1.101400k" 1.101400k" 1.101400k" .r r.; w e. ntlr d n0/1 n<.nl ^.1I.' ... Pa." Ytl "'ski u ..n tot.? .n^ vi in". ••r W • .. b V•^44`• ': Inr.Gm i 1 nr Otatt of — r r.0.`rr 4...0.....1 r.J n `t6)^,r.nr , r : ^ns . /1,:' . .. • V.. fort . not n • • n I ) t t -.1 111 r r n irn. 1 i s r s.. r 1. .tn.. o ▪ r ffitia u ,101.0...n .r..,r....n ^,...0 ;e. .,I ' .,.r..1.r u 10 .11. ,11 n u baud this lean shi 2G36 _- .g..rb or •a.m, - .P :'. l m. away .r Lm... 1.••••••••••• - r.. s,Y.r r.,.o- ..mr r. r.....n...m..r mr ° n .w .,J., .1.11.0.40.1.01 Yr.. mr 1 r4r r 410. . ' . . ..t aut.O : : :r: Y.r '...... � , .�e l...M ea.. L.n. tr4 aN L'I . r rnn.: ;. .r1..4 ..r nr ln� ' - I�'�' Minn �� • r.d rne.nn.n rnnrumrnr.W.r \n+.INrd ...0 r. I4 5 /� 1 T �p f41. ' vs1 i /5k6 Pu._ 815 A strip of land lying in the NW 1/4 and the NE 1/4.of Section 25, Tow 2✓ - r- 25 North, Range 44 East, W.M., Spokone County, Washington, described c, Beginning at o point on the north line of. said NW 1/4 which bears 539°23'17 "E, 20.00 feet from the northwest corner of said NW 1/4; thence South, along the cast right -of -way line of Sullivan Rood, 30.00 feet; thence' 569°23'17 "E, on o lino which is 30 feet southerly measured of right angles and porallel to the north line of said NW 1/4, 2610.17 feet; thence 569 "[, on a line which -is 30 feet southerly measured et right angles and parallel to the north line of said NE 1/4, 431.42 feet to the point of curve of a 495.73 feet radius curve to the left; thence along the orc of said curve to the left, 173.34 feet, through o central angle of 20 to on intersection with the north line of said 'NE 1/4; thence along the north line of said Section 25, N39 ° 16'44"W, 601.23 feet and N69 ° 23'17 "W,' 2510.52 feet to the point of beginning. E . Jac_ 0 X AV \\ 4 " V, a uI (. : O ?ACE IJbO ; ri '75:I21.'S'290 rut, 011 ae Ci 9 REOt1EST OF ;eie %f. De :2 4ao PH75 444A:4 C41.1n,Y•wA E'kk -Sz 7•L`veekG �G.L THIS INDEMNITY AGREEMENT made and entered into by and between; Alyhona+Reni ne.Hildhl Er Benz; husband and.wife, residing at South 2009 Sull ivan Road, Veradale; Washington 99037, hereinafter referred to as the "Indemnitors" and'' ;Spokane !County ,- .a political subdivision of the State of Washington, having offices for the transaction of business at West 1116 Broadway, Spokane, Washington 99201, hereinafter referred to as tho °. "Indemnitee',., jointly hereinafter referred to along with the Indemnitors as tho "Parties ". INDEMNITY AGREEMENT W I T N E S SETH : WHEREAS, the Board of County Commissioners of Spokane .County has the care of County property and the management of ' County :unds; and WHEREAS, the Board of County Commissioners of Spokane County pursuant to the Revised Code of Washington, Chapter 58.17 (Plats--Subdivisions--Dedications) in approving plats may require ' conditions therein for the health, safety, and welfare of the public; and WHEREAS, applicable departments within Spokane County . have approved a drainage control system in conjunction with Renz subdivision, to be recorded as Ridgemont Estates, and designated as PE 963 by appropriate County departments; and WHEREAS, for the correct operation of said drainage control system various easements on properties owned by the Indemnitors hereinabove were obtained; and WHEREAS, in conjunetLOA with,easements granted by the indemr._tors hereinabove, the parties hereto desire to execute an agreement releasing the indonnitee from any and all looses n M. E. Exciia lax E,e - o ro"4 aunty invu.ro We G50 PACE1281 to the property, both real and personal, owned by the Indelnnitora which may be damaged or injured in anyway as a result of the Indemnitee maintaining any drainage control systems on the Renz Subdivision, to be recorded as Ridgemont Estates, or the Indemnitors' property adjacent thereto; N0W, THEREFORE, in Consideration of $1.00 and other good and valuable consideration, receipt of which is hereby Acknowledged, it is hereby agreed: . SECTION 1 -- LIABILITY, LOSS OR DAMAGE ThefIndemnitors' undertake -to indemnify and release -the`:Indemnitetfrom any -and-all-actions, demands, costs, expnnsea, compensation, and all claims of every kind or nature whatsoever Ogg to their person or property (real and personal) including inverse condemnation /arising out of or incident to or 'attributable to :the'Indemniteemlocatsng, establishing, construct - ing;o perating ,'maintaining,-repairhng,-and all matters.incidental thereto,, the ;drainage.cantrol system in conjunction with Renz Subdivision a /k/a Ridgemont Estates. SECTION 2 -- DESCRIPTION OF REAL PROPERTY - The real property, including all encumbrances attached and located thereon, which is owned by the Indemnitors, and which is the subject of this indemnity agreement is described as follows: SECTION 3 -- RUN WITH THE LAND This indemnity agreement shall run with the land herein above described, and shall be binding on and:shall inure to the benefit of the parties hereto, their heirs, successors, or ausigna. The P.W 1/4 of Section 25. T. 25N.. R.'4 E.W,M. • ErhIP2 any land lying Southeasterly of the • C� Northwesterly lire of Ridgemont Estates. — ZJ • g4 =25" , ;, 5 -, 3 G TO: Spokane County Commissioners ' Spokane County Courthouse Spokane,Washington 99201 bene 7410160104 . LETTER OF_COMMITMENT orr n:t. 209 FACE 871 FILES 0f RECURUE0 RE2UESTOFCounty prosecutln Attorney's office Oct 10 1 121 Ul'hl . vice•:C'I w.cuuszr.u7110 of rU lY Req. Courthouse xxx '• GENTLEMEN: - We are informed that the owners of certain real property which is described in Schedule "A" attached to this letter, are submitting for approval a plat for that property in which - proposed plat the said property is described as' "Rotchford Acre. Tracts ". A copy of the proposed plat has been examined r. personally' by the undersigned.' We are the owners of the property which is located immediately adjacent on the south to the property described in Schedule "A" (Rotchford Acre Tracts).. The description of our property is set forth in Schedule "B" attached. ''The undersigned, to accomodate the platting of the "Rotchford Acre Tracts" property, has heretofor delivered to ' Spokane a deed for property to be used as a roadway ;which conveyance covers property described in- Schedule . "C" attached.' It is recognized that the "Rotchford Acre Tracts "', plat will not be approved without the undersigned having accepted, the commitment that no part of their property described in . Schedule "B" which fronts on the County road (running east and west) which is adjacent to said property on the north, shall be used as building sites without approval of Spokane County having first been obtained in writing or until a plat for said property (Schedule "B ") or some part thereof adjacent to said roadway - shall have been approved by the County of Spokane. Now therefore, the undersigned, having recognized to which will accrue to them and their property as a result e r, 209 FA:: 8� i2 i t �,. 4 of the platting of "Ratchford Acre Tracts" do hereby make a commitment to the County of Spokane that, if the plat for "Rotchford Acre Tracts" is approved, they, their heirs, or successors in ownership will not permit any part of their property described in Schedule "B" which fronts on the roadway referred to above, of which the property described in Schedule "C" is the south one half thereof, to be used as a building site unless and • until a plat for said adjacent property shall have been approved or until consent for the use thereof for building sites shall have been otherwise approved in writing by the County of Spokane. It is agreed.that the commitment made by the undersigned, as is herein defined, shall run with the land described in Schedule "B ". SUDSCR BFD and SWORN to before me ccepted an approve for COUNTYlOF):SPOKI NE AY W. CHRISTCNSEN o B.Renz 7,, 0 6 f ry ubli •.4 -9ct the State ofitashington, residtrr at Spokane • . ''roo Su 174 ai `:.ct ion 24 :>2:2: c::ac • portion n'.: c p o :t,_eu Central 'Jal l.../ :i g y a S c,c1 ( a; cror.ic;t as the 'C0 : ue• of , the hest 2G0 for:: _ S:11 /4), tits 1/4 . of the Sc of __eta:, :.nn, 'of Soccicn _,...esc:ibo.: s ° c " - -- t a 2cint o t.o : forth line of Station 23 2404 feet ant of the " northwest carnal- ci sa - - ▪ - _rnninq south '2u °35' to- cancer of roeb :tour,: 151 3/10 feet: _.. _.. _ 1_111. _.._ •fir _r, . :1 2 . c __ __ n. trot: ,_ _ __ __1111._= u-tr: ;110 feet:, tie.not rcutL- ;2.=L; "•., _n 14 tr nahes in Gi ametcr, Tie feat;. Yr.o -ca in a r.er:he +_s toriy � feet' tit a I_nt r c;1.1 north line of se: section. i1123 .__ ▪ .. ohs, north.onst. lino. to ti:e _ „u sett aon t in Township 25' North, na.^.geha OE cl1 matte e Meridian in the' f .,N:nn tne .E. Wn shirintnn. ict 209 PAGE 873 k 1/9802 9 30 X /93 / 209 PAGE 8'14 ^4 -. _ .. '... so4 _MTh, anw,r „ rrtnar utti nrit r. mntla, huatan., ant .lr., L . :no.• being • • MC.t2. 4...r.n n.,... arn, t tine. ..) .. . • . '.1 Ll ell t r V1 areh,r• ^ r vl / - 0.Y.. M1n r sl ?If t7ts a. Ott tot al --- . Iran/41a l ' 1 YYY W4 ant, W - u..st u n r l .h , Yrt•..n Y:Ili - .:J. • nl.. n•' l a t���� 2-06 r ' 1 w — /10(19.• , �SY 2� ,� 1 1 / q- • ' . 1 „� t •1 • (Lt), I 1 r r (11 r Anne. , 7 s /5 • nit. n l i t, .. tit:. ,. .. t lt n. ,{ w x:` ; I t e /. oi.. a -n•• 1:11. • t ' n. t . i nt v Tito. :ii t :; In t r...n ..." °r hlY .W:t •1110 t . ^ "t 1.111. •,...• sit .h.. .. 1 51 4 /_ /aJ +m w11 e .ur 11th so-.. it 1111.. Y sw ,s -s htri 2f 3Gt sa.trc er tvnanxonn. 0..•74 ■••.d• ..,tar t.In. ..rt.n.• /r.1al,n .a 4., °..,...no. '" ^W •• M 1904 than, 'o. .rnnn. s "thth .r c:n. V. ra", m,. :. .4. n .1r.. L.A. .. r..a. • 1 .. i.na .°r „. 1 2 209 A strip of land lying in the NW 1/4 and the NE 1 /4.of Section 25, Township • 25 North, Range 44 East, W.M., Spokane County, Washington, described as follows: Beginning at a point on the north line of. said NW 174 which bears S39 "E, 20.00 feat from the northwest corner of said NW 1:4; thence South, along the cost right -of -way line of Sullivan Rood, 30.00 Feet; thence on a lino which is 30 feet southerly measured of right angles and parallel to the north lino of said NW 1/4, 2610.17 feet; thence 509 ° 16'44 "E, on a line which is 30 feel southerly measured at right ongles and parallel to the north line of said NE 1/4, 431.42 feet to the point of curve of a 495.73 fees radius curve to the left; thence along the arc of said curve to the left, 173.34 Feet, through a control angle of 20 ° 02'06" to an intersection with the north line of said •NE 1/4; thence along the north line of said Section 25, N09 ° 16'44 "W, 601.23 fact and N09 ° 23'17 "W, 2610.52 feet to the point of beginning. • S aSc Pw: 875 • Bit 99 R. 1134 a sewerage system through the Property; and the County is willing to make said sewerage system available for connection to future lots within the Property, in a manner consistent with Owners' subdivision plans, upon certain terms and conditions; - NOW, THEREFORE, for and in consideration of the mutual promises set forth hereinafter, the Parties hereto mutually agree is follows: Section 1: PURPOSE The County is desirous of constructing a sewerage system, hereinafter referred to as the "Facilities ", through the property, which Facilities will be made available to provide sanitary sewer service to lots within the Property when it 1s subdivided, as well as connecting the adjacent and existing Timberlane and Ridgemont subdivisions to the County's general sewerage system. Owners are willing to grant to the County perpetual easements, free of encumbrances and with appropriate access, running through the Property in an alignment acceptable to the County, in considera- tion of the County paying all costs for the design and construc- tion of such Facilities. Owners and their successors hereby acknowledge an obligation to pay the County's General Facilities Charge ( "GFC "), monthly service charges, and an In Lieu of Assessment charge (ILA), as specified herein, upon connection of the Property, or future lots therein, to the Facilities. It is the intent of this Agreement to reduce to writing the Parties' agreement with respect to the conveyance of easements to the County, the design and construction of the Facilities, and related matters. Section 2: CAPITAL CONSTRUCTION The County shall be responsible for the design and construc- tion of the Facilities, generally described as 8 ", 10" and 12" sanitary sewer pipe, and necessary appurtenances thereto. The Facilities are deemed to be a benefit to the public. The design and construction of the Facilities will be in accordance with all applicable Federal, State and Local laws, ordinances, and regulations. The County shall install "Ts" at appropriate locations within the Facilities designated by Owners; however, the County shall not be obligated to install side sewer connection lines from the "Ts" to individual lots, which shall be the Owners' responsibility to install. All manholes installed within the Facilities shall be designed and constructed to include a one foot (1') concrete ring section in order to facilitate adjustment of the manholes to a proper elevation at such time as roads are constructed within the Property. Page - 2 . 994 110E 1135 Owners agree to grant to the County perpetual easements in the property, free of any encumbrances, along with temporary access easements thereto, all as specifically indicated on Attachment "B ", attached hereto and incorporated by reference herein. Owners agree, within ten (10) days of written request by the County, to execute any and all necessary perpetual easement(s), temporary construction easement permits, access easements, or any other documents required of Owners under the terms of this Agreement. Section 3: USE OF CONSTRUCTED SUBDIVISION SEWER FACILITY Only the Owners of the Property, or subsequent owners, and their successors, assigns or heirs, shall be permitted or author- ized under this Agreement, to tap into or use the Facilities. Owners shall be responsible for the design and construction of any other facilities on the Property, other than the Facilities to be constructed by the County as described herein, that may be necessary in order to use or connect to the Facilities, in conjunction with the subdividing of the Property. As owner of the Facilities, the County may allow, at its sole discretion, other persons, firms or corporations outside the Property to tap into or use the Facilities. Additionally, as owner, the County will be responsible for maintenance and operation of the Facilities once constructed and accepted by the .. County. All users of the Facilities shall pay a monthly Main- tenance and Operation Fee as established by the Board of County Commissioners. Section 4: PAYMENT OF GFC AND ILA This section shall apply only to those residential lots which result from approved subdivision of the Property, and which are adjacent to the Facilities and connectable by side sewer thereto. The owner of each lot at the time of hook -up to the County's general sewerage system shall pay the County's General Facilities Charge (GFC) that is current at that time, reduced by any County participation moneys then applicable to reduce said charge (the present GFC amount equals $770.00 for residential properties, currently reduced by a forty percent (408) County subsidy, leaving $462.00 payable by the property owner). Each lot owner at the time of hook -up shall also pay an In Lieu of Assessment charge (ILA). This charge is deemed equivalent to the special benefit that the County's sewerage system is determined to provide to parcels of land within the most recent County ULID, reduced by applicable County participation moneys. Page - 3 V((. 994 PN.CE 113E Under this Agreement, the ILA payable at the time of hook -up shall be permanently fixed at $1,500.00 (the special benefit for residential parcels within a ULID is currently $2,500.00, which amount is currently reduced by a forty percent (40%) County subsidy, leaving a balance of $1,500.00 payable). Each lot within the Property connecting directly, or indirectly, to the Facilities shall receive a credit of $700.00 against the ILA amount at the time of hook -up. This credit given by the County is in consideration of Owners' granting to the County perpetual easements at the east and west terminus of the East -West Sewer line easements, as indicated on Attachment "B ", the loss of crop revenues to Owners, engineering expenses ▪ _previously incurred by Owners, the nuisance of the sewer line passing through the Property prior to subdivision and the - .reduction in value of certain private lots within the Property due to the County easements. A further credit of $500.00 shall be .allowed against the ILA to each lot owner at the time of hook -up • to compensate for the County's not installing side sewer lines connecting the "Ts" to individual lots, as would be the case if the County was installing a ULID sewerage system (the amount of this additional credit amount is based upon the average cost of installing a side sewer connection, estimated as approximately $500.00, from bids received recently). The GFC applicable under County ordinance or resolution at the time of hook -up of an individual lot shall be the amount payable, less any County participation moneys applicable to reduce said amounts at the time of hook -up. The GFC amount may increase or change from present figures due to periodic adjustments by the County, and the level of applicable participation moneys may also be reduced or change according to County policy. The combined $1200.00 credit allowed future lot owners shall remain constant, as will the ILA amount. Section 5: COMPLIANCE WITH LAWS The Parties hereto specifically agree to observe all federal, state and local laws, ordinances and regulations, including, but not necessarily limited to, chapter 49.60 RCW, to the extent that they may have any bearing on either providing any money under the terms of this Agreement or the services actually provided under the terms of this Agreement. Section 6: MODIFICATION No modification or amendment of this Agreement shall be valid until the same is reduced to writing and executed with the same formalities as this present Agreement. Page - 4 Page - 5 v . 994 PACE 1137 Section 7: VENUE STIPULATION This Agreement has and shall be construed as having been n m ade and delivered in the State of Washington, and State of Washington shall be applicable toon its conconstruction a nd or enforcement. Any action at law, proceeding for the enforcement ofio this isu Ag e omen[ provisio he shall be instituted tion within Spokane County, Washington. Section E: WAIVER No officer, employee, agent or otherwise of the County has the power, right or authority to waive any of the conditions or Agreement t shall be held to be a waiver of any othe breach or subsequent breach. All remedies afforded in this Agreement or at law shall to be taken and construed as cumulative, that is, 10 add d o t to every other remedy provided herein or by County to enforce at any time any of the provisions of this Agreement or to require at any time performance by the Contractor of any provision hereof shall in no way be construed to be a waiver of such provisions, nor in any way the affectofhehvalidity of this Agreement or any part hereof, hereafter enforce each and every such provision. Section 9: ALL WRITINGS CONTAINED HEREIN This Agreement contains all the terms and conditions agreed upon by the Parties. No other understandings, oral or otherwise, regarding the subject matter of this Agreement shall be deemed to read and understand all of this Agreement, and now stain have that no represen tation, promise or agreement not expressed in this Agreement has been made to induce Owners to execute the same. Section 10: TERMINATION The County shall have no obligation of any kind or nature whatsoever to either design or construct the Facilities described hereinabove until Owners have granted to the County that right - of - way and /or perpetual easements and /or construction easement(s) as proved for hereinabove. Subsequent to t e construction granting of c such right -of -way, perpetual easement(s), ment(s), respectively, neither Party may terminate this Agreement for any reason whatsoever. Section 11: TIME IS OF THE ESSENCE Time is of the essence of this Agreement. If be performed, s fail to perform the Agreement on his p art to 994 PlC( 1138 Section 12: RECORDING This Agreement, upon execution by both Parties, shall be recorded in the Spokane County Auditor's Office. The provisions - within this Agreement shall run with the Property, and bind the Owners and their successors, assigns and heirs. at the time fixed for performance, the other Party may exercise any right as proved for herein. IN WITNESS WHEREOF the Parties hereto have caused this Agreement to be executed on the day and year first set forth above. ATTEST: WILLIAM E. DONAIIUE, Clerk of the Board STATE OF WASHINGTON ) ss County of Spokane ) Page - 6 BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON SULLIVAN SOUTH ENTERPRISES, a Washington general partnership By \NCn-r•,�9 ,".1 �. ,�- 9T -u�. V.r 9. On this /L day of 4f, (.,,, appeared before me /S,e../,.fl.) f-. fry-. (Title) 1988, personally to me known to be �7bir “ y < ;, :,�,� the (,.., of the above -named J• general partnership that executed the within and foregoing instrument, and ac- knowledged said instrument to be the free and voluntary act and deed of said general partnership, for the uses and purposes therein mentioned, and an oath stated that he was authorized to execute said instrument. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my seal the day and year first above written. Page - STATE OF WASHINGTON ) ss County of Spokane ) E 994 PACE 1139 7) r f:. (, , 1/ Notary Public in and for the State of Washington, residing at Spokane. My commission ex- pires ( 7- I / 7'!/ T)I. ONS B. RENZ 1 HILDA E. RENZ On this day personally appeared before me ALFONS 0. RENZ and HILDA E. RENZ, to me known to be the individuals described in and who executed the within and foregoing instrument, and acknowledged that they signed the same as their free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal this day of t,., , 1988. Notary Public in and for the State of Washington, residing at Spokane. My commission ex- pires y-, /J y/ _ (1) Parcel No. 25545 -9054, more particularly described as that portion of the North Half of Section 25,, T_ownship._25- - N r, Rangc.44..E.W 7M., lying Wly of Ln Daf; Beg 2024.35 ft. W of NE Car th S 80 deg 08 min 14 sds E 152.25 ft th S 50 deg 22 min 27 sds E to W In of Ptn known as Ridgemont Est fl2 th Sly alg sd In to W In of Ridgemont Est Add th Sly alg sd W In to S in of NW 1/4 and term of sd In exc W 1/2 of NW 1/4 and exc N ., 480 ft of W 726 ft of NE 1/4 of NW 1/4 and exc Rds, Spokane County. - (1) Parcel No. 25542 -9058 more particularly described as the j West half of the Northwest Quarter of Section 25 Township -25 N., Range _ 4A E.W.M., and the N 480 ft of 'W 726 ft of NE 1/4 of "NW . 1/4 exc Ptn of NW 1/4 of NW 1/4 Daf; Beg at NW cor Sec 25 th E alg the N In SD Sec 870.00 ft th S at R/A to 5B N Ln 730.00 ft to Beg of a Cur to the Lft th alg sd Cur having a Rad of 475.00 ft through a C/A of 15 deg 21 min 06 sds 127.27 ft th W at R/A to W In sd Sec 25 887.67 ft to sd W In th N alg sd W Ln 855.00 ft to POB exc Rd R /W, all in Section 25, Township 25 N., Range 44 E.W.M., Spokane County. Page - 8 ATTACHMENT "A" °" 994 MCC 1140 dfNSAMERICA TITLE INSURANCE COMPANt NORTH 720 ARGONNE ROAD J' SPOKANE, WA. 99206 3 1 We -E 9 :.is print is made solely for the purpose of assisting P locating said premises and the company BBSBIBBS tiility 10, variations, it any, in dimensions and -- hr nrhia l survey.' 114.94 N 77 °5133 WIRI a -- 125.00 589 79.93 95.07 44.93 554! se `, 109.40 . NTr°07 N 77 °3335 WIRI N a5°35 0 "WIRI 103.36 115.00 S B9 ° E 45.0 ._. ' 94.93 270.00 5 89 ° 32'42 ° E • • 100 I. BLOCK : 4 • 155.00 42 W 585.00 z 20.00' 00 20.00 —_— N R +50 150.00 • 0 CU 1_ 0 _0 a t 0 0 t o 0. 0 S 89'32'42 IMt 100 589 ° 3242"E 115.00 1 N. N f F W 0 0� 0 CO e' 01 • z I0 RIDG>E/'orT E STATES 4th ADD. 1.0 STRIP, L -2, - • S89 ° 32'42 ° E 24th ' SCALE I FEET BONO 50 0 .... - 1;NPLAT -i ED N89 °32 50 c nn° oFF 1 AVENUE tw CD M A LO STRII L -5, B. TO: FROM: .SPOKANE COUNTY ENGINEER'S OFFIc.. , Typical Cross Section I)etermination MATERIALS LABORATORY 1 Data ['leaser furnish Stabllometer R values for the soils on the following project: 1 County Road Name(s) D-3 ed . ,...-S7 e r ; AR. RIDi CRP /PLAT No. Sec. A,.!, Twp R. (Se attached section map) ROAD NAME .R VALUES LOCATION r d • — -- - 1 ;r I Q r �� ," - - Drainage - Percolation greater than 72 " /hr. yes No Est. Act. Remarks* test __ — U actual Drilling request * Please note any unusual characteristics of soils and /or topography. Are the sells suit- able for the use of drywells? Are there any unusual dra ;nage considerations? ROAD NAME. FUNCTIONAL CLASS Major Arterial Secondary Arterial Collector Arterial Access Road Private Rend FOR OFFICE USE ONLY • FUNCTIONAL CLASS TRAFFIC INDEX ** TRAFFIC INDEX 5 5 These are guideline traffic indexes only. Traffic data sp•...lfil necessary t.n calrnlate individual traffic I,dexrs. ttt tht! project arc SPOnRX1: Courry COURT must rev: 12/89 31P : .D (71;1D.:1117AnIrltir MEMORANDU PLANNING DEPARTMENT BROADWAY CENTRE BUILDING N. 721 JEFFERSON STREET PHONE 4 56 -2205 SPOKANE, WASHINGTON 99260 Please direct your review comments to Paul Jensen. Thank You. k Enclosure {5'V Ilb py D FEB 2 6 1990 SPOICAPE MINTY E IEERR "R?. Spokane County County Engineer Spokane County Utilities Spokane County Health District Spokane County Department of Building & Safety Fire Protection District #1 Vera Water and Power FROM: ` Thomas G. Mosher, AICP, Senior Planner DATE: February 26, 1990 SUBJECT: Review of Final PE- 1423 -82 & ZE -32 -82 Ridgemont Estates #4 Enclosed find copies of the above referenced final plat. Please review and forward any comments by March 13, 1990. If you have any questions you may contact Paul Jensen at 456 -2205. c: Sullivan South Enterprises, Ken Tupper, E. 12929 Sprague Ave. Spokane, WA. 99216 Richard Mason, S. 25 Altamont, Spokanc, WA. 99202 final test question 3a gun nueuft, = Tj Operators 1 2 3 4 5 Block TotalA2 1 0.10 '0.61 0.37 j -0 0.45 1.6900 0.0100 0.3121 0.1369 0.0529 0.2025 2 0.03 -0.06 :0.19 - 0.14 0.46 0.5776 0.0009 0.0036 0.0361 0.0196 0.2116 3 -0.35 -0.37 -0.25 -0.08 -0.28 1.7689 0.1225 0.1369 0.0625 0.0064 0.0784 4 0.23 .0.21 0.29 0.25 0.06 1.0816 0.0529 0.0441 0.0841 0.0625 0.0036 5 -0.16 -0.01 -0.11 -0.14 0.30 0.0144 0.0256 0.0001 0.0121 0.0196 0.0900 6 -0.16 -0.32 -1.51 -0.34 0.26 1.1449 0.0256 0.1024 0.2601 0.1156 0.0676 Totals Xj -0.310 0.060 -0.400 1.250 0.58 6.2774 Total Xij "2 = 2.4188 Totals XjA2 0.096 0.004 0.000 0.160 1.562 1.8226 Total Xij "2 = 2.4188 1. The model is Xy = u + Tj +eij N =6 k = 5 H0: T1 = T2 = T3 = T4 = 0 Hl: T's are not all equal alpha = 0.05 2. From Eq. (30.9) the correction term is T = 0.58 3. The sum of Xij "2 = 2.4188 so the SST is from Eq. (30.10) and vT = n +k -1 = 29 SST = sum Xij "2 - T "2 /n +k = 2.41 4a. The sums of the five reaction times for each type are squared and substituted into Eq. (30.11) for SSTr. The degrees of freedom are vTr =k-1= 4 SSTr = (sum (Xj "2)) /n - T "2 /n +k = 0.29 4b. The block sum of squares from Eq. (30.18) uses the block totals SSB1 = sum of block squares /k- T "2 /n +k= 1.24 vBl =n -1= 5 5. By subtraction the error sum of squares is SSE = SST - SSTr -SSB1 SSE = 0.87 vE = vT - vTr - v81 = 20 7 - 60 +w I o--( All 1 1 ,DAYS 6. The table below is the ANOVA table for Final problem 3a Source of Degrees of Sum of Mean F calc F table variation Freedom squares squares value value Between types 4 0.29 0.0731 1.68 -2:49 of . g ) Between 5 1.24 0.2489 5.72 °3:26^ a -, 7 Blocks Error 20 0.87 0.0435 Total 29 2.41 ( • . 1 3 lf • o :/6 A, 1 "" • 1: . I „ ,,!..• , EL3 • ;I. • - C P6) cs-- P .0 ?to L.Y tti Aids, • 7i.e • mt.:v cwft. o u r , ...! il ' ' 7■ . V 1 .:. * albr , Ot 1. .. 1 .91 1 4 '. 3t25 "• ' . I: — --e' v[.....k. AiL ryn - ,di o ,j as , . .P e.• ,. . , ,P,r,1/1 9" 4 : 9. )1'1 h ub - 18 •:•' S' ; • ! of nr.Jt-FAT I-0c ;PT C :T ;0 • at (/) c . ' "51'n 0<r\--- 19 .14" i t! OFFICE OF THE COUNTY ENGINEER TO S h4 << n nl K FROM : L-179 \ Ai . i RE : Standard Drainage Language for the Dedication on (5) Spokane County, Washington Date: c\ — 5 -'7 d. , 19 YLrI 7 J Drainage easements, as platted and shown hereon, which are for the purpose of installing, operating and maintaining drainage swales and drainage facilities to dispose of runoff, are hereby granted. The County of Spokane is hereby granted the right of ingress and egress to all drainage easements adjacent to the public right -of -way. The, property owner shall maintain the drainage swale with a permanent live cover of lawn 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. (2) The owners of Lots , , & , of Block , and Lots , & ) _ 7 of Block , shall be held responsible for keeping open and maintaining the path of the natural'or man -made drainage flow over and across the property. 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. (4) Spokane County does not accept the responsibility of maintaining the drainage course 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. 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. 0035p 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. i 1 j �.t ( n, 4 !/ Cli-. .L NCE E. SIMPSON ENGINEERS, -...C. CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road Spokane, Washington 99212 Telephone: 926 -1322 Fax: 926 -1323 TO: , E 22 1 5 Yvi S C-c- A.)G i AJEE�$ SUBJECT: e a D(;E' ESTrct Tr= 5 4'iS An hr Jinn_.) DATE: Z — G o A r,47c, i) Adz: / 3(2C t TiF AP,Otia 7r_,9i f2 ,2 rfai t)it/F Coe Y n t' Tf/E cater: '7 ., q RECEIVtu 1CD �1 " "�6 1990 county u ywuc110 Sign TRANSAMERICA TITLE INSURANCE COMPANY North 720 Argonne Spokane, Washington 99212 Prepared For: Order No.: GD- 149439M Tupper Realtors E. 12929 Sprague Ave. Attn: Ken cc: Simpson Engineering cc: Spokane County Planning cc: Spokane County Engineering Effective Date: February 8, 1990 at 8:00 a.m. PLAT CERTIFICATE Certificate for Filing Proposed: RIDGEMONT ESTATES 4TH Charge: Tax: Total: $125.00 9.75 $134.75 In the matter of the subdivision to be submitted to Spokane County for approval, this company has examined the records of the Spokane County Auditor's and Clerk's offices, and the office of the Clerk of the United States District Court holding terms in said county. This certificate is made for the purpose herein specified, and is not to be used as a basis for closing any transaction. Liability is limited to the amount paid for this certificate. From such examination, the company hereby certifies the title to the following described land, in said Spokane County, to wit: That portion of the Northwest Quarter of Section 25, Township 25 North, Range 44 E.W.M., described as follows: VESTED IN: BEGINNING at the West Quarter corner of said Section 25; thence South 89 °32'42" East 733.35 feet along the centerline of 24th Avenue; thence North 00 °39'38" East 30.00 feet to the North line of 24th Avenue and the true point of beginning; thence North 00 °39'38" East 125.00 feet; thence South 89 °32'42" East 15.00 feet; thence North 00 °39'38" East 300.00 feet; thence South 89 °32'42" East 374.46 feet; thence North 85 °04'03" East 83.88 feet; thence North 67 °45'35" East 77.37 feet; thence South 30 °47'Sl" East 125.00 feet; thence South 20 °07'32" West 73.38 feet; thence South 00 °39'38" West 286.77 feet to the North line of said 24th Avenue; thence North 89 °32'42" West 585.00 feet to the true point of beginning; Situate in the County of Spokane, State of Washington. ALFONS B. RENZ and HILDA E. RENZ, husband and wife, as to that portion lying within the Southwest Quarter of the Northwest Quarter; and in ALFONS B. RENT, and HILDA E. RENZ, husband and wife and their assigns, as shown under Real Estate Contract recorded January 28, 1982 under Recording No. 8201280204, shown as Paragraph No. 5 herein, as to the remainder. (continued) EXCEPTIONS: Order No.GD- 149439M Page No. 2 Tax Account No. 25545 -9054 25542 -9058 A. General taxes, as follows, together with interest, penalty and statutory foreclosure costs, if any, after delinquency: (1st half delinquent on May 1; 2nd half delinquent on November 1) Year Amount Billed Amount Paid Principal Balance 1989 $4788.21. $4788.21 $00.00 1990 AMOUNTS NOT YET AVAILABLE 1989 $4486.58 $4486.58 $00.00 1990 AMOUNTS NOT YET AVAILABLE NOTE: Future Tax Account No(s).: 45255.9054 and 45252.9058 NOTE: 1989 assessed valuation: Land $214,200.00 Improvements $55,200.00 " $252,600.00 1. Assessment for Road Improvement District No. 37, in the amount of $1648.50 plus interest at 8 %. The next installment is due on April 13, 1990, in the amount of $824.25. Affects Parcel No. 45255.9054. 2. Assessment for Road Improvement District No. 38, in the amount of $1505.61 plus interest at 8 %. The next installment is due on April 6, 1989, in the amount of $501.87. Affects Parcel No. 45252.9058. 3. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: AND: DATED: RECORDED: RECORDING NO.: REGARDING: (continued) Alfons B. Renz and Eva Renz County of Spokane October 9, 1974 October 18, 1974 7410180104 Wherein the owners of the property under search and other property agree not to permit any part of their property which fronts 16th Avenue to be used as a building site unless approval has been obtained from Spokane County. 4. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: AND: DATED: RECORDED: RECORDING NO.: REGARDING: AREA AFFECTED: SELLER: PURCHASER: DATED: RECORDED: RECORDING NO.: AFFECTS: Seller /Assignee Grantors: Alfons B. Renz and Hilda E. Renz, husband and wife Grantees: Bruce B. Butler, Trustee, Bruce B. Butler, P.S. Profit Sharing Trust (continued) Order No. CD-149439M Page No. 3 Alphons B. Renz and Hilda E. Renz, Indemnitors Spokane County, Indemnitee December 10, 1975 December 12, 1975 7512120290 To indemnify and release the indemnitee from all actions attributable to the indemnitee locating, establishing, constructing, operating, maintaining and all matters incidental thereto, the drainage control system in conjunction with Ridgemont Estates. NW1 /4 of Sec. 25, lying NW1y of Ridgemont Estates. 5 MEMORANDUM OF CONTRACT OF SALE AND THE TERMS AND CONDITIONS THEREOF: Alfons B. Renz and Hilda E. Renz, husband and wife Sullivan South Enterprises, a Washington partnership January 27, 1982 January 28, 1982 8201280204 Portion lying in SW1 /4 of NW1 /4, with other property Purchaser's interest assigned to Spokane County, a political subdivision of the State of Washington, by instrument recorded June 13, 1983 under Recording No. 8306130249. Affects the W. 42.5 ft. of the N. 604.18 ft. of NW1 /4 of NW1 /4 of said Sec. 25. Seller's interest in said Contract has been assigned as follows: a. Seller's interest of Alfons B. Renz and Hilda E. Renz, husband and wife, assigned to: Undivided Interest 09.105% 11.360% Order No.GD- 149439M Page No. 4 Seller /Assignee Undivided Interest (cont) (cont) James R. Wi.lharm and Mary Haney, Co- Trustee, Evergreen Wholesale Lumber, Inc., Profit Sharing Trust Brian Jenner, Trustee, Brian Jenner, Inc., Pension Trust James F. O'Connell & Associates, Inc., a Washington corporation Fern B. Klaus, a single person Tony Higley, a married man dealing in his sole and separate property Ronald P. Douglas and Dennis L. Douglas, Co- Trustees, Douglas Coins, Inc., Profit Sharing Trust Terence R. Whitten and Marjorie P. Whitten, husband and wife Kenneth J. Tupper, Trustee, Tupper, Inc. Profit Sharing Trust 15.905% 09.090% 09.090% 09.090% 09.090% Douglas Coins, Inc., a Washington corporation 09.090% 09.090% 04.545% 04.545% Total: 100.000% By instrument recorded June 3, 1986 under Recording No. 8606030268. b. A portion of Seller's interest was assigned by Ronald P. Douglas and Dennis L. Douglas, Trustees of the Douglas Coins, Inc. Profit Sharing Trust to Richard W. McEachran and Bruce A. McEachran, Co- Trustees of the Robert W. McEachran Life Insurance Trust, dated May 10, 1982 by instrument recorded April 12, 1988 under Recording No. 8804120237. c. A portion of Seller's interest was assigned by Douglas Coins, Inc., to Dennis L. Douglas and Ronald P. Douglas, Trustees of the Dennis L. Douglas, P.S. Profit Sharing Trust by instrument recorded April 26, 1988 under Recording No. 8804260191. d. A portion of Seller's interest was assigned by Douglas Coins, Inc., to Dennis L. Douglas and Ronald P. Douglas, Trustees of the Dennis L. Douglas, P.S. Profit Sharing Trust by instrument recorded May 5, 1988 under Recording No. 8805050165. (continued) e. A portion of Seller's interest was assigned by James F. O'Connell & Associates, Inc., a Washington corporation, to Douglass Enterprises, Inc., a Washington corporation, by instrument recorded May 6, 1988 under Recording No. 8805060180. f A portion of Seller's interest was assigned by Douglas Enterprises, Inc., formerly Douglas Coins, Inc. to Delores L. Douglas by instrument recorded June 17, 1988 under Recording No. 8806170313. g A portion of Seller's interest was assigned by Douglas Enterprises, Inc., formerly Douglas Coins, Inc., to Jack R. Felgenhauer and Gloria E. Felgenhauer, by instrument recorded June 17, 1988 under Recording No. 8806170315. h. A portion of Seller's interest was assigned by Ronald P. Douglas and Dennis L. Douglas, Trustees of the Douglas Coins, Inc. Profit Sharing Trust to Richard W. McEachran and Bruce A. McEachran, Co Trustees of the Robert W. McEachran Life Insurance Trust, dated May 10, 1982, by instrument recorded September 9, 1988 under Recording No. 8809090164. i. A portion of Seller's interest was assigned by Douglas Enterprises, Inc., a Washington corporation, to Fern B. Klaus, a single woman, by instrument recorded June 14, 1989 under Recording No. 8906140120. 6. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: AND: DATED: RECORDED: RECORDING NO.: REGARDING: 7. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: DATED: RECORDED: RECORDING NO.: Copy attached. (continued) Spokane County, a political subdivision of the State of Washington Sullivan South Enterprises, a Washington general partnership, and Alfons B. Renz and Hilda E. Renz, husband and wife September 15, 1988 September 21, 1988 8809210088 Sewerage system Spokane County Sewer facilities A portion of said land September 15, 1988 September 21, 1988 . 8809210091 Order No.GD- 149439M Page No. 5 8. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: ENCLOSURES: Paragraphs(s) 3 through 8 Plat map pds GRANTEE: PURPOSE: AREA AFFECTED: DATED: RECORDED: RECORDING NO.: Copy attached. Spokane County Sewer facilities A portion of said land September 15, 1988 September 21, 1988 8809210092 9. Potential liability for assessments levied by Spokane County Utility Department for the Aquifer Protection Area. To verify, call 458 -2538. In order to make payment, account number is necessary. TRANSAMERICA TITLE INSURANCE COMPANY by : 6 Order No.GD- 149439M Page No. 6 Gil Doddridge, Title Officer For Service on this Order, Call: (509) 922 -2222 8809210091 EASEMENTS FOR SEWER FACILITIES f h 994 MU 1154 'I'IIE GRANTOR(S), ALFONS 0. BENZ and IIIL.DA E. IHERIZ, husband and wife, for and in consideration of One Dollar ($1.00) to them in hand paid, and receipt of which is hereby acknowledged, grants to Spokane County, a political subdivision of the Statement of Washington, easements in, into, over, under, upon and across the hereinafter described lands situated in the County of Spokane, State of Washington: A scrip of land, said strip having a variable width, in that portion of the Southeast Quarter of the Northwest Quarter of Section __,25,_ T. 25 N., R. 44 E.M.M., in Spokane County, Washington, lying westerly of the westerly boundary of the final plat of Ridgemont Estates, per final plat thereof recorded in volume 12 of Plats, Page 36, in the Auditor's Office of said County; the centerline and widths of said strip being described as follows: Beginning at the West Quarter Corner of said Section; thence tl.00 °19'78" E. along the west line of said section (being also the centerline of Sullivan Road) a distance of 275.00 feet to the TRUE POINT OF BEGINNING of this centerline description, said point being the beginning of a 20.00 foot wide easement strip; thence N. 81 °24'48" E. a distance of 208.87 feet to the end of the 20.00 foot wide easement strip and the beginning of a 30.00 foot wide easement strip; thence S. 89° 12' 42" E. a distance of 970.00 feet; thence N. 80° 31' 14" E. a distance of 242.73 feet; thence N. 30° 57' 01" E. a distance of 320.98 feet; thence 5. 80° 33' 15" E. a distance of 269.28 feet to the end of the 30.00 foot wide easement strip and the beginning of a 20.00 foot wide easement strip; thence N. 75° 55' 43" E. a distance of 205.10 feet to a point on the west line of Lot 14, Block 1 of RIDGEMONT ESTATES, said point being the terminus point o1" this centerline description and a point on the said west line distant southerly 7.98 feet measured along said west line from the northwest corner of said Lot 14. EXCEPT County road right -of -way. TOGETHER WITH a temporary construction easement over a strip of land 50.00 feet in width, the northerly margin of said 50.00 foot strip being the southerly margin of the above - described 20.00 and 30.00 foot wide easement. The easements granted to Spokane County are for the sole purpose of installing, operating, maintaining, altering and repairing a sanitary sewer system. It is expressly understood and agreed that Spokane County and /or its authorized agents shall have the right of ingress and egress to the property described hereinabove for the purpose of installing, operating, maintaining, altering and repairing such sewer system. Spokane County and /or its duly authorized agents at all times hereinafter, at their own cost and expense, may remove all crops, brush, grass or trees that may interfere with the installation, operation, maintenance, altering and repair of such sewer system. The Grantor(s) reserve the right to use the strip for purposes which will not interfere with grantee's full enjoyment • o f the rights hereby granted, provided that grantor(s) shall not erect or construct any building or other structures, or diminish or substantially add to the ground cover on the easements. 4_ t t.aw Iu Lompi /0 I vfe 5e .w t< .wy 1,..,. The casements described hereinabove shall run with the land. IN WITNESS WIEREOF, we have hereunto set our hands this / day of / 1988. STATE OF WASHINGTON ) ) ss County of Spokane ) On this day personally appeared before me ALFONS 0. RENZ and IIILDA E. RENZ, to me known to be the individuals described in and who executed the within and foregoing instrument, and acknowledged that they signed the same as their free and voluntary act and deed, for the uses and purposes therein mentioned. .GI EN under my hand and official seal this /f day of �� ,;,, I..- 1988. (,: 994 PILE 1155 fA lf ons B. Rent / / ., ilda E. Renz Notary Public in and for the State of Washington, residing at Spokane. My commission ex- pires S/./ it'./ SET. 11 9 231H '81, SrI UX 1 ;k :,i, Nn SA' YW ,..., SAMPSON THE GRANTOR(S), SULLIVAN SOUTH ENTERPRISES, a Washington general partnership, for and in consideration of One Dollar ($1.00) to them in hand paid, and receipt of which is hereby acknowledged, grants to Spokane County, a political subdivision of the State of Washington, easements in, into, over, under, upon and across the hereinafter described lands situated in the County of Spokane, State of Washington: A strip of land, said strip having a variable width,in that portion of the Southwest Quarter of the Northwest Quarter of Section 25, T. 25 N., R. 44 E.W.M., in Spokane County, Washington, the centerline and widths of said strip being described as follows: Beginning at the West Quarter Corner of said Section; thence N.00 °39'38" E. along the west line of said section (being also the centerline of Sullivan Road) a distance of 275.00 feet. to the TRUE POINT OF BEGINNING of this centerline description, said point being the beginning of a 20.00 foot wide easement strip; thence N. 83 °34'48" E. a distance of 208.87 feet to the end of the 20.00 foot wide easement strip and the beginning of a 30.00 foot wide easement strip; thence 5. 89° 32' 42" E. a distance of 970.00 feet; thence N. 80" 31' 14" E. a distance of 242.73 feet; thence N. 30° 57' 01" E. a distance of 320.98 feet; thence 5. 80° 33' 15" E. a distance of 269.28 feet to the end of the 30.00 foot wide easement strip and the beginning of a 20.00 foot wide easement strip; thence N. 75° 55' 43" E. a distance of 205.10 feet to a point on the west line of Lot 14 Block 1 of RIDGEMONT ESTATES, said point being the terminus puur of — EhTs centerline description and a point on the said west line distant southerly 7.98 feet measured along said west line from the northwest corner of said Lot 14. and EXCEPT County road right -of -way. TOGETHER WITH a temporary construction easement over a strip of land 50.00 feet in•width, the northerly margin of said 50.00 foot strip being the southerly margin of the above - described 20.00 and 30.00 foot wide easement. A strip of land 30.00 feet in width in the Southwest Quarter of the Northwest Quarter of Section 25, T. 25 N., R. 44 E.H.M., in Spokane County, Washington, the centerline of said strip being described as follows: Beginning at the intersection of the centerline of Twenty- Fourth Avenue and Timberlane Drive, per final plat of TIMBERLANE ADDITIO)i as recorded in Volume 8 of Plats, page 90, in the Spokane County Auditor's Office )from which point of beginning the centerline of Twenty- Fourth Avenue bears N. 89° 32' 42" W.); thence N. 00° 29' 59" W. a distance of 300.04 feet to the terminus of this centerline description. EXCEPT County road right -of -way. TOGETHER WITH a temporary construction easement over a strip of land 50.00 feet in width, the easterly margin of said 50.00 foot strip being the westerly margin of the above - described 30.00 foot wide easement. LLM / - 1 a 19"' k.l •1,..., 8809210092 EASEMENTS FOR SEWER FACILITIES It,: 994 PtC 1156 6 ( c 9 • l(: 994 PACE 1157 The easements granted to Spokane County are for the sole purpose of installing, operating, maintaining, altering and repairing a sanitary sewer system. It is expressly understood and agreed that Spokane County and /or its authorized agents shall have the right of ingress and egress to the property described hereinabove for the purpose of installing, operating, maintaining, altering and repairing such sewer system. Spokane County and /or its duly authorized agents at all times hereinafter, at their own cost and expense, may remove all crops, brush, grass or trees that may interfere with the installation, operation, maintenance, altering and repair of such sewer system. The Grantors) reserve the right to use the strip for purposes which will not interfere with grantee's full enjoyment of the rights hereby granted, provided that grantor's) shall not erect or construct any building or other structures, or diminish or substantially add to the ground cover on the easements. The easements described hereinabove shall run with the land. IN WITNES � WHER OF, we have hereunto set our hands this _ day of {/.. w .- 1988. STATE OF WASHINGTON ) ) ss County of Spokane ) On this day of 9 6'- , 1988, personally appeared before me /:' I , . K' .� _A.• to me known to be the of the general partnership that executed the within and foregoing instrument, and acknowledged said instrument to be the free and voluntary act and deed of said general partnership, for the uses and purposes therein mentioned, and on oath stated that he /she was authorized to execute said instrument, and that the seal affixed is the corporate seal of said partnership. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my seal the day and year first above written. SULLIVAN SOUTH ENTERPRISES, a Washington general partnership By C V (Title) Notary Public in and for the State of Washington, residing at Spokane. My commission ex- pires 2 - 5 J 9 23 i,4 '8c *no!eI ;,.h yP' ISPO4 ALUIjJ,, f Ant CGV,YI.1 NK rl r.l 1. r' SANPSON Filed for Record at the Request of L L'If :f3, F.::::I s. SHINE, 11cV /.T, VAN F _ER 6 REIN, P.S. "'•:ac :".:ng :or. Trust Financial Center wane, Washington 99204 Attention.: Edward F. Wroe F.E ::ORANEU :1 OF REAL ESTATE CONTRACT NOTICE IS HEREBY GIVEN that as of the L1_. day of 'anusry, 982, ALFUIIS B. hE1:Z and HILDA E. RFNL, husband and as "Seller ", and SULLIVAN SOUTH ENTERPRISES, a %:ir•l ngton partnership, as "Purchaser ", have entered into a Real Estate Contract, pursuant to which the Seller has agreed to sell and transfer to the Purchaser and the Purchaser has agreed to buy from the Seller, upon the terms am: ' :onditicns stated therein, that certain real property consisting of approximately 88 acres located between 16th and 24th Avenues, east of Sullivan Road, Spokane County, '•:rs : -oten (the "Property ") which Property is more fully described as follo':s: Parcel ' The SW1/4 of the II'W1 /4 of Section 25, T. 25 R E , l.H., in the County of Spokane, State of :asiiingtct EXCEPT county read right -of -way. Par:el 2: The lIW'1/4 of the L /4 of Section 25, T. 25 •I., R. 44 E.W, *.., in the County of Spokane, State of :lashing tn, EXCEPT county road right -of -way. Par-_ 7: The North 480.00 feet of the West 726.00 feet of the NEI /4 of the N11 /4 of Section 25, T. 25 N. R. 44 in the County of Spokane, State of ri h : ngt :n, EXCEPT the North 30.00 feet for county road ght -of -way. :::e terns of such Real Estate Contract are incorporated herein by this reference as though fully set forth. DATED this '571 day of January, 1982. "Seller" 62012b0201 ^ ffF. 580 LACE 059 SULLIVAN SOUTH ENTERPRISES, a Washington partnership 8y:A KENNETH J. TUPPER, Managing PaftnQr 3)m.7. AA .47.,,,,A "PU rchasa�i Ci ILI V L ;;Litn, q Tras [1(0 OR RfC0110E01 . BEQUEST OF 1 ^J :l+''"I): :c 1t11 JLN 28 3 ve PH 'CZ Ka• s^ '::, n.. mm.a SIJnO :..d�a',aaaf LJaN.tr= STATE OF WASHINGTON ) :ea County of Spokane 5 30 L., 000 Gl. On this day of January, 1982, before me person- ally appeared AL ONS B. BENZ and HILDA E. BENZ, husband and wife, to me known to be the individuals described in and who executed the foregoing instrument and acknowledged that they 'signed and sealed the same as their own free and voluntary 4.00 act and deed, for the uses and purposes therein mentioned. GIVEN UNDE1LPIy, HAND AND OFFICIAL SEAL the day and year in thin cart }jfeste f llit above written. tti 1/99 15 /EFW: lg /33/G (Rl/27/82) ef fT i n an t h .Notary Public i c in a the State '1of Washington, residing at Spokane STATE OF WASHINGTON ) :ea County of Spokane ) On this 27._ day of January, 1982, before me personal- ly appeared KENNETH J. TUPPER, to me known the Managing Partner of SULLIVAN SOUTH ENTERPRISES, the partnership described in the foregoing instrument, and acknowledged that he was authorized by said partnership to execute the same on behalf of said partnership, as its free and voluntary act and deed, for the uses and purposes thereilrmentioned. GIVEN )JN0E137111 HAND AND OFFICIAL SEAL the day and year in thin ceftific'at �jhl�� st above written. t }p Notary Public in and f9 _+ the State of Washington, residing -at Spokane I • Filed for Record at the Request of: LUKINS L ANNIS, P.S. 1600 Washington Trust Financial Center Spokane, Washington 99204 (509) 455 -9555 Attn.: Ronald P. Douglas 660G•)3O EXCEPT 16th Avenue and Sullivan Road; PARCEL 3: The North 480 feet of the West 726 feet of the Northeast Quarter of the Northwest Quarter of Section 25, Township 25 North, Range 44 E.W.M..; 820 r.;E 1767 Seller /Assignee Undivided Interest Grantors, Alfons B. Rens and Hilda E. Rens, husband and wife PC: e f i l ': T INC. Jun 3 4 Li W;Lti v f.Cnh Bt ?F CC Cf tiff ... ACNSSI 13064 DEED AND SELLER'S PARTIAL ASSIGNMENT OF REAL ESTATE CONTRACT AND GRANT OF SECURITY RIGHTS IN SELLER'S RETAINED INTEREST) THE GRANTORS, ALFONS B. RENZ and RILDA E. RENZ, husband and wife, for value received, hereby convey and warrant to the Grantees described herein, the indicated undivided interests in the following - described real estate situate in the County of Spokane, State of Wash- ington (the 'Property "), including any interest therein which the Grantors may hereafter acquire: PARCEL 1: The Southwest Quarter of the Northwest Quarter of Section 25, Township 25 North, Range 44 E.W,M.; EXCEPT 24th Avenue and Sullivan Road; PARCEL 2: The Northwest Quarter of the Northwest Quarter of Section 25, Township 25 North, Range 44 E.W.N.; EXCEPT 16th Avenue; All situate in the County of Spokane, State of Washington; and do hereby assign, transfer, and set over to the Grantees the cor- responding undivided interests in that certain Real Estate Contract dated January 27, 1902 (the 'Contract "), between the Grantors hereun- der, as 'Seller,' and SULLIVAN SOUTH CNTERPRISES, a Washington general partnership, as "Purchaser," for the sale and purchase of the above - described Property. The Grantees hereby assume no liability with respect to the Contract other than conveyance of title to the Property to the Purchaser by Quit Claim Deed, upon completion of Purchaser's performance thereunder, or upon request for partial fulfillment deeds as allowed therein. Following recordation of this instrument, the undivided interests in the Seller's interest in the Contract and in the Property shall be as follows: Grantees: Bruce R. Butler, Trustee, Bruce 8. Butler, P.S., Profit Sharing Trust James R. Wilharm and Mary Haney, Co- Trustees, Evergreen Wholesale (.umber, Inc., Profit Sharing Trust Brian Jenner, Trustee, Brian Jenner, Inc., Pension Trust Janes F. O'Connell s Associates, Inc., a Washington corporation Fern B. Klaus, a single person Tony Higley, a married man dealing in his sole and separate property Douglas Coins, Inc., a Washington corporation Ronald P. Douglas and Dennis L. Douglas, Co- Trustees, Douglas Coins,. Inc., Profit Sharing Trust Terence R. Whitten and Marjorie P. Whitten, husband and wife °f • . 820 mu l768 rn 11.360% 15.905% 09.090% 09.090% 09.090% 09.090% 09.0901 09.0904 04.5451 Kenneth J. Tupper, Trustee, Tupper, Inc. Profit Sharing Trust 04.5451 Total: 100.0001 The Grantors hereunder hereby represent and agree as follows: 1. That the unpaid principal balance on the above- described Contract, as of the date hereof, is Three hundred Sixty -eight Thousand One hundred Twenty -seven and 16/100 Dollars (1366,127.16), and that interest has been paid through May 10, 1906. In connection with the execution of this instrument, Grantors have been paid by Grantees for interest accrued through the date hereof. Accordingly, all future payments under the Contract shall be allocated by the escrow agent according to the percentage undivided interests set forth above. 2. That the Contract is in full force and effect, that no par- tial fulfillment deeds have been requested or delivered, that all payments under the Contract are current, and that the Grantors have neither received nor delivered any notice of default under the Con- tract; 3. That Grantors hold all right, title, and interest of the Seller under the Contract, and no portion of such interest has been sold, transferred, pledged, conveyed, or otherwise encumbered; 4. That the Property has been or shall upon recordation of this 09.105% instrument be released from the lien of the mortgage in favor of Claude A. Morgan and Louella Morgan, dated November 18, 1977 and DATED AND EFFECTIVE May 30, 1986. GRANTORS: P'E h(. 820 r:.a 1769 recorded December 6, 1977 under Recording No. 7712060213, records of Spokane County; S. That the Grantees shall have no liability for payment of any Road Improvement District assessments identified in the Contract and /or in the preliminary commitment for title insurance issued by Transamerica Title Insurance Company in connection with this assignment (Commitment No, EM- 130684), or which may be levied in the future. In that regard, Grantors agree that any special account or arrangement maintained for the payment of any such assessments under the Contract shall be funded only from Grantors' retained share of the Contract proceeds and, to the extent necessary, from other funds provided by Grantors upon request of the escrow agent. Additionally, Grantors hereby grant to Grantees a security interest in Grantors' retained undivided interest in the Contract and the Property, for purposes of securing Grantors' obligation to pay such assessments and to perform all other obligations of Seller under the Contract. Upon Grantors' failure to pay any such assessment or to perform any such obligation according to its terms, the Grantees, or any of them, following ten (101 days' written demand to Grantors, shall have the right to foreclose on the retained interest, or to require the escrow agent to apply Contract proceeds otherwise payable to the Grantors to the payment of the assessment, or to withhold such proceeds until performance of any such other obligation. 6. That Grantors shall remain solely liable for all obligations of the Seller under the Contract, other than conveyance of title upon payment of the Contract in full (or the delivery of partial fulfillment deeds as required by the Contract, which shall be by Cuit Clain Deed), and that the proceeds to the Grantees shall be subject to no setoff in favor of the Purchaser (other than the Grantee's prorata share of escrow fees). Additionally, Grantors shall retain all rights and comply with all obligations set forth under Paragraph 9 of the Contract, pertaining to the existing water well and water services, and the farming of the Property. Grantees' shall not be deemed to have assumed any liabilities or acquired any rights under such Paragraph 9. 7. That all decisions respecting the Seller's interest in the Contract and the Property shall be made by the vote of a majority in percentage undivided interest in the Contract as set forth heroin. Further, both the Grantors and the Grantees hereunder hereby unconditionally and irrevocably make, constitute and appoint Alphons 0. Rent, Kenneth J. Tupper, and Ronald P. Douglas as their true and lawful attorneys -in -fact for purposes of executing any deeds, amendments, or other instruments on behalf of the Seller under the Contract, which instruments pertain to the Contract or the Property, and any such instrument signed by any two (2) of such attorneys -in -fact, certifying that the requisite majority approval shall have been obtained, shall be binding upon the Grantors and Grantees as though executed by all of them. Jig e: ALPO S B. RENZ BRUCE B. BUTLER, P.5.. PROFIT SHARING TRUST r.' CE b. bU LER, ]'rust&e EVERGREEN WHOLESALE LUMBER, INC., PROFIT, SHAMING TWIST y eJi 9E5 R. .'• "ILIIAPN., Co- Trustee ee BRIAN JENNER, INC., ENSION TRUST By �i o l JLS. e . BRIAN JENNE r� rustee JAMES F. O'CONNELL i ASSOCIATES, INC. a Washington corporation 1r Le, M /;Cam _ 'DER:' 8. 113.. '2S ;v /j" ..r�� TU+r n ;1. [ 94 DOUGLAS N5, I? .,'Washington torpor kOO ,( r- By DO'UGLA TRUST. By 4 d l ' .( vl,. / RONALD P. DCCGLA:j', Co- Trustee By zM+ /0 �^ --tea_ DENNIS L. DOUGLAS, Co)rustee TERE`NCE R. ✓fi � / � . MAR.:ORIE P. COINS) Itr., PROFIT SHARING J .. WHITTEN WIIITTEN TUPPER, INC., PROFIT SHARING TRUST 6 IN. 820 Pia 1770 PURCHASER'S WARRANTY THE UNDERSIGNED is the Purchaser under the Contract described in the above Instrument and hereby represents: (i) that the balance owing on the Contract le as represented therein; (ii) that the Con- tract is In full force and effect, that no partial fulfillment deeds have been requested or delivered, and that the undersigned has neither ' received nor delivered any notice of default and is aware of no default on the part of either party thereunder; and )iii) that no part of the Purchaser's interest in the Contract has been sold, transferred, pledged, conveyed, or otherwise encumbered, except by partial assignment to Spokane County, recorded June 13, 1983, under Auditor!a File No. 8306130249. STATE OF WASHINGTON ) as County of Spokane ) STATE OF WASHINGTON 1 : as County of Spokane ) SULLIVAN SOUTH ENTERPRISES, a Washing- ton general partnership By KENNETH J. TUPPE T'Man Partner 5: 820 hv1771 ON THIS DAY personally appeared before me ALPIIONS B. RENE and HILDA E. RENZ, husband and wife, to me known to be the individuals described in and who executed the within and foregoing Deed and Sell- er's Assignment of Real Estate Contract, and acknowledged that they signed the same as their free and voluntary act and dead for the uses and purposes therein mentioned. GIVEN under my hand and official seal this 2 day ofJune, 1986. • �/ ,t Kdl. Notary Public in and for the State of - Washington, residing at Spokane ON THIS DAY personally appeared before me BRUCE B. BUTLER, to me known to be the individual described in and who executed the within and foregoing Deed and Seller's Assignment of Real Estate Contract as Trustee of Bruce B. butler, P.S., Profit Sharing Trust, and acknowl- edged that he signed the same as his free and voluntary act and deed for the uses and purposes therein mentioned. GIVEN under my hand and official seal this 3 day ofJune, 1986. AAt¢Aa / ,YOavf Notary Public in and for the State of Washington, residing at Spokane STATE OF WASHINGTON : ea County of Spokane ) O:1 THIS DAY personally appeared before me JAMES R. WILIIARM and MARY HANEY, to me known to be the individuals described in and who executed the within and foregoing Deed and Seller's Assignment of Real Estate Contract as Co- Trustees of Evergreen Wholesale Lumber, Inc., Profit Sharing Trust, and acknowledged that they signed the same as their free and voluntary act and deed for the uses and purposes therein mentioned. GIVEN under my hand and official seal this .j day ofJung 1986. STATE OF WASHINGTON ) : se County of Spokane 1 On this, -n• day of Juno 1986, personally appeared before me ♦ (, " i ,. -' , to me known to the V •.,(', '1 of JN4ES F. U'CO:I:IELL L ANNGCIATES, INC., a Washington corporation, the corpora- tion described in the within and foregoing Deed and Seller's Assign- ment of Real Estate Contract, and acknowledged to me that he was authorized. by said corporation to execute the same, as its free and voluntary act and.deed for the uses and purposes therein mentioned. WITNESS my hand and official seal hereto affixed the day and year first above written. STATE OF WASHINGTON 1 e8 County of Spokane ) t 820 FtC[ 1772 Arai X 4 z Notary Public an an for the State of Washington, residing at Spokane ins CI Notary Public in and for the State of Washington, residing at Spokane ON THIS DAY personally appeared before me FERN B. KLAUS, to me known to be the individual described in and who executed the within and foregoing Deed and Seller's Assignment of Real Estate Contract, and acknowledged that she signed the same as her free and voluntary act and deed for the uses and purposes therein mentioned. GIVEN under my hand and official seal thisc(IO day of Jung 1986. (I )r e CD Notary Public in and for the State of Washington, residing at Spokane STATE OF WASHINGTON 1 99 County of Spokane 1 ON THIS DAY personally appeared before me TONY HIGLEY, to me known to be the individuals described in and who executed the within and foregoing Deed and Seller's Assignment of Real Estate Contract, and acknowledged that he signed the same as his free and voluntary' act and deed for the uses and purposes therein mentioned. GIVEN under my hand and official seal this 2 day of June 1986. STATE OF WASHINGTON I : a9 County of Spokane ) STATE OF WASHINGTON ) 6a County of Spokane ) lti\' k ■1 i \ c ( t [: 820 f:z11773 ld /C4i</� . Xn/er.0 Notary Public in and for the State of Washington, residing at Spokane ,-- op. � s:2NQ day of June 1986, personally appeared before me 4 , `! to me known to the \.1, . 1 of DOUGLAS COINS, INC., a Washington corporation, the corporation described in the within and foregoing Deed and Seller's Assignment of Real Estate Contract, and acknowledged to me that he was authorized by said corporation to execute the same, as its free and voluntary act and deed for the uses and 'purposes therein mentioned. WITNESS my hand and official seal hereto affixed the day and year first above written. Notary Public in and for the State of Washington, residing at Spokane ON THIS DAY personally appeared before me RONALD P. DOUGLAS and DENNIS L. DOUGLAS, to me known to be the individuals described in and who executed the within and foregoing Deed and Seller's Assignment of Real Estate Contract as Co- Trustees of Douglas Coins, Inc., Profit Sharing Plan, and acknowledged that they signed the same as their free and voluntary act and deed for the uses and purposes therein mentioned. GIVEN under my hand and officia seal this day of June 1986. r y Pu.lic in an for the State ashington, residing at Spokane NI. III. 820 Kt 1774 STATE OF WASHINGTON 1 1 66 County of Spokane 1 ON T11I5 DAY personally appeared before me TERENCE R. WHITTEN and MARJORIE P. WHITTEN, husband and wife, to me known to be the indi- viduals described in and who executed the within foregoing edhat and and Seller's Assignment of Real Estate Contract, and acknowledged they signed the same as their free and voluntary act and deed for the uses and purposes therein mentioned. GIVEN under my hand and official al /this _54'4:ay ofJune, 1986. ..otary Public in and for of Washington, residing at Spokane STATE. OF WASHINGTON 1 as County of Spokane I ON THIS DAY personally appeared before me KENNETH J. TUPPER, to me known to be the individual described in and who executed the within and foregoing Deed and Seller's Assignment of Real Estate as Trustee of Tupper, Inc., Profit Sharing Trust, and acknowledged he signed the same as his free and voluntary act and deed for the uses and purposes therein mentioned. GIVEN under my hand and official seal this 2. day ofJune, 1986. - 053 bore le. fad on 0 Sala AM. Pir 0 E -Sx'.2 CHII6EBG Scdeae COunrI M li � -3.". /v v° a,. 71 >5 3 7/3 e8W.19A4D - 55/30./96 .a 4 / 2 . 0 Notary Public n and for the State of Washington, residing at Spokane PARCEL 1: EXCEPT 16th Avenue; 8804120237 Filed for Record at the Request of: L uRINS b ANNIS, P.S. AMT If. 3 I 1600 Washington 'Trust Financial Center Spokane, Washington 99204 1•'16I� i . q n. .^ ( co (509) 455-9555 a Attn: Ronald P. Douglas DJ t. DEED AND SELLER'S PARTIAL ASSIGNMENT OF REAL ESTATE CONTRACT The GRANTORS, RONALD P. DOUGLAS AND DENNIS L. DOUGLAS, trustees of the Douglas Coins, Inc. Profit Sharing Trust, for value received hereby conveys and warrants to RICI(ARD W. McEACHRAN and BRUCE A. McEACHRAN, co-trustees of the Robert W. McEachran Life Insurance Trust, dated May 10, 1982, an undivided .04545 interest in the following described real estate situate in the County of Spokane, State of Washington (the "Property "), including any interest therein which the Grantors may hereafter acquire: The Southwest quarter of the Northwest quarter of Section 25, Township 25 North, Range 44 E.W.M.; EXCEPT 24th Avenue and Sullivan Road; PARCEL 2: The Northwest quarter of the Northwest quarter of Section 25, Township 25 North, Range 44 E.W.M.; EXCEPT 16th Avenue and Sullivan Road; PARCEL 3: The North 480 feet of the West 726 feet of the Northeast quarter of the Northwest quarter of Section 25, Township 25 North, Range 44 E.W.M.; - - JRANSU,LRICA TITLE All situate in the County of Spokane, State of Washington; Excise fax 0253713 and does hereby assign, transfer, and set over to the Grantee the corresponding undivided interest in that certain Real Estate Con- tract dated January 27, 1982 (the 'Contract "), between Alfons B. Rcnz and Wilda C. Rens, as 'Seller,' and Sullivan South Enterprises, a Washington general partnership, as 'Purchaser," for the sale and purchase of the above- described Property. The Grantee hereby assumes no liability with respect to the Contract other than conveyance of title to the Property to the Purchaser by Quit Claim Decd, upon completion of Purchaser's performance thereunder, or upon request for partial fulfillment deeds as allowed therein. The Grantors hereunder hereby represent and agree as follows: 1. That the unpaid principal balance on the above- described Contract, as of the date hereof, is Three Hundred Twenty -five Thousand Four Hundred Forty and 01 /100 Dollars (5325,440.01), and that interest has been paid through April 10, 1988. (.ci.. Tax Pad on 8800003827 tai. Ant JE "We CHIIB(=G Spoken. County L... 7 /J2 4ft 2. That the Contract is in full force and effect. DATED AND EFFECTIVE April 10, 1988. STATE OF WASHINGTON ) :58 County of Spokane GRANTOR: GIVEN under my hand and official seal this April, 1988. DOUGLAS COINS, INC. PROFIT SNARING PLAN ANO TRUST C) P. Douglas, /Trustee r) D Dennis L. Dougla Tx e On this day personally appeared before me Ronald P. Douglas and Dennis L. Douglas, to me known to be the individuals described Sn and who executed the within and foregoing instrument, and acknowledged that they signed the same as their free and voluntary act and deed, for the uses and purposes therein mentioned. day of Notary Public in and for the State of Washington, residing at Spokane. 1 the for Record at the Request of: LURING 6 ANNIS, P.S. 1600 Washington Trust Financial Center Spokane, Washington 99204 (509) 455 -9555 Attn: Ronald P. Douglas $ y -2s 6805050165 X X k£fd¢iehlkettytIL RFOUFSI UF_� M *r 5 II o4 Ali 'BC WILLIAM r. OUWAHUf ce— AUUIIPII ISPOKAXf COUNTY. WASIO DEPUTY. J:NC ' Er. P;LE ? DEED AND SELLER'S PARTIAL ASSIGNMENT OF REAL ESTATE CONTRACT The GRANTOR, DOUGLAS COINS, INC., for value received hereby conveys and warrants to DENNIS L. DOUGLAS and RONALD P. DOUGLAS, trustees of the Dennis L. Douglas, P.S. Profit Sharing Trust an undivided .022725 interest in the following described real estate situate in the County of Spokane, State of Washington (the 'Property'), including any interest therein which the Grantors may hereafter acquire: PARCEL l The Southwest quarter of the Northwest quarter of Section 25, Township 25 North, Range 44 E.W.M.; \ XCLPT h Avenue and Sullivan Road; C REEL 2: The Northwest quarter of the Northwest quarter of Section 25, Township 25 North, Range 44 E.W.M.; EXCEPT 16th Avenue and Sullivan Road; PARCEL 3: The North 480 feet of the West 726 feet of the Northeast quarter of the Northwest quarter of Section 25, Township 25 North, Range 44 E.W.M.; C PT 1 h Avenue; All situate in the County of Spokane, State of Washington; and does hereby assign, transfer, and set over to the Grantee the corresponding undivided interest in that certain Real Estate Contract dated January 27, 1902 (the 'Contract'), between Alfons D. Renz and Hilda E. Renz, as 'Seller,' and Sullivan South Enterprises, a Wash- ington general partnership, as 'Purchaser,' for the sale and purchase of the above- described Property. The Grantee hereby assumes no liability with respect to the Contract other than conveyance of title to the Property to the Purchaser by Quit Claim Deed, upon completion of Purchaser's performance thereunder, or upon request for partial fulfillment deeds as allowed therein. The Grantor hereunder hereby represents and agrees as follows: 1. That the unpaid principal balance on the above - described Contract, as of the date hereof, is Three Hundred Twenty -five Thousand Four Hundred Forty and 01 /100 Dollars ($325,440.01), and that interest has been paid through April 10, 1988. L L Lath. lax 4..p, D.,. i sif ._,.__ r_ r .... .... Excise Tax Paid 6/13/86, Receipt No. 05881 2. That the Contract is in full force and effect. DATED AND EFFECTIVE April 10, 1988. GRANTOR: iii. 906 r:..E 745 DOUGLAS INS I.. JI i/ Dy Ronald P. Douglas, Pjresident STATE OP WASHINGTON ) :55 County of Spokane On this \\ day of April, 1988, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared Ronald P. Douglas, to me known to be the President of Douglas Coins, Inc., the corporation that executed the foregoing instrument and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute the said instrument and that the seal affixed is the corporate seal of said corporation. Witness my hand and official seal hereto affixed the day and year first above written. I , 4. VIA C99 , Notary Public in and for the State of Washington, residing at Spokane. Filch for Record at Request of 5 Ronald P. Douglas LUKINS 6 ANNIS, P.S. 1600 Washington Trust Financial Center Spokane, Washington 99204 (509) 455 -9555 DEED AND SELLER'S PARTIAL ASSIGNMENT OF REAL ESTATE CONTRACT The GRANTOR, JAMES F. O'CONNELL & ASSOCIATES, INC., a Washington corporation, for value received hereby conveys and warrants to DOUGLAS ENTERPRISES, INC., a Washington corporation, an undivided .0909 interest in the following described real estate situate in the County of Spokane, State of Washington (the 'Property "), including any interest therein which the Grantor may hereafter acquire: PARCEL. 1: 8805060160 JGG ',Li 1553 sw.EUnwamt3 PFOCNIV MAY 6 12AAPH'86 L r. Du)u1;:1C AVUITUq SC LIAM COON r x. w e$N.: ro 1)tPVTi 1 SN CL1. 2, The Southwest quarter of the Northwest quarter of STATE OF WASh1INGTON ) fr 5 ,- .SOwn•Llp 25 "or *n, annge 44 E.W.M.; :58 DXC 4th Avenue and Sullivan Road; County of Spokane ) 1 PARCEL 2: 5 The Northwest quarter of the Northwest quarter of l.. S -0A 25, Township 25 North, Range 44 E.W.M.; i1 XCt_ - 16th Avenue and Sullivan Road; 1 PARCEL 3: 1 The North 480 feet of the West 726 feet of the Northeast quarter of the Northwest quarter of n 25. Township 25 North, Range 44 E.W.M.; EXCEPT 16th Avenue; All situate in the County of Spokane, State of Washington. and does hereby assign, transfer, and set over to the Grantee the corresponding undivided interest in that certain Real Estate Contract dated January 27, 1982 (the "Contract"), between Alfons B. Renz and Hilda E. Renz, as "Seller ", and Sullivan South Enterprises, a Washington general partnership, as "Purchaser ", for the sale and purchase of the above - described Property. The Grantee hereby assumes no liability with respect to the Contract other than conveyance of title to the Property to the Purchaser by Quit Claim Decd, upon completion of Purchaser's performance thereunder, or upon request for partial fulfillment deeds as allowed therein. The Grantor hereunder hereby represents and agrees as follows: 1. That the unpaid principal balance on the above - described Contract, as of the date hereof, is Three Hundred Twenty -three Thousand Four Hundred Twenty -two and 01 /100 Dollars ($323,422.01), and that interest has been paid through May 10, 1908. Excise Tax Paid 6/13/86, Receipt No. 05881 L 6. Ls*. las L..mq K / 6 19/7 Sara. C q,..' • 2. That the Contract is in full force and effect. DATED AND EFFECTIVE May 4, 1988. GRANTOR: JAMES R. O'CONNELL L ASSOCIATES, INC. By ,..J -. C/ 5 F. O'CONNELL, President On this day personally appeared before Inc. the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared James F. O'Connell, to me known to be the President of James F. O'Connell & Associates, Inc., the corpora- tion 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 and that the seal affixed is the corporate seal of said corporation. Witness my hand and official seal hereto affixed the day and year first above written. P)LQo,D (AN min 585 Notary Public in and for the State of Washington, residing at Spokane Filed for Record at the Request of: 8806170313 LUKINS 6 ANNIS, P.S. 1600 Washington Trust Financial Center Spokane, Washington 99204 (509) 455 -9555 Attn: Ronald P,.Douglaa EXCEPT 16th Avenue and Sullivan Road; uantozstrostsgs R E➢UUSPGF _ ___� Jux 17 4 is Px 1 88 WILLIAM r. OoVAIIUE AUUNpR TY �� {3 PDX AXn 0UN.WAS Nd S NF(.L Excise Tax Paid 6/13/88, Receipt No. 05881 DEED AND SELLER'S PARTIAL ASSIGNMENT OF REAL ESTATE CONTRACT THE GRANTOR, DOUGLAS ENTERPRISES, INC., formerly Douglas Coin,, Inc., for value received hereby conveys and warrants to DOLORES L. DOUGLAS an undivided .04545 Interest in the following described real estate situate in the County of Spokane, State of Washington (the "Property "), including any interest therein which the Grantors may hereafter acquire: PARCEL 1• The Southwest quarter of the Northwest quarter of Section 25, Township 25 North, Range 44 E.W.N.; EXCEPT 24th Avenue and Sullivan Road; PARCEL, 7: The Northwest quarter of the Northwest quarter of Section 25, Township 25 North, Range 44 E.W.M.; • PARCFL IL The North 480 feet of the Vest 726 Feet of the Northeast quarter of the Northwest quarter of Section 25, Township 25 North, Range 44 E.V.M.; EXCEPT 16th Avenue; All situate In the County of Spokane, State of Washington and does hereby assign, transfer, and set over to the Grantee the corresponding undivided interest in that certain Real Estate Contract dated January 26, 1982 (the "Contract "), between Alfons B. Renz and Hilda E. Renz, as "Seller ", and Sullivan South Enterprises, a Wash- ington general partnership, as "Purchaser ", for the sale and purchase of the above - described Property. The Grantee hereby assumes no lia- bility with respect to the Contract other than conveyance of title to the Property to the Purchaser by Quit Claim Deed, upon completion of tI ic.Tu CMS Cw«y Dan. AP . 0/4 STATE OF WASHINGTON :ss County of Spokane Purchaser's performance thereunder, or upon request for partial fulfillment deeds as allowed therein. The Grantor hereunder hereby represents and agrees as follows: 1. That the unpaid priclpal balance on the above - described Contract, as of the date hereto, is Three Hundred Twenty -One Thousand Three Hundred Ninety and 12/100 Dollars ($321,390.12),and that Interest has been paid through June 10, 1908. 2. That the Contract is In full force and effect. DATED AND EFFECTIVE June 13, 1908. GRANTOR: DOUGLAS 6 QERPRIs9, INC. By V . 975 m11783 Ronald P. Douglas; President L On this 13 day of June, 1988, before me, the undersigned a Notary Public In and for the State of Washington, duly commissioned and sworn, personally appeared Ronald P. Douglas, to me known to be the President of Douglas Enterprises, 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 Snetrument and that the seal affixed is the corporate seal of said corporation. Witness my hand and official seal hereto affixed the day and year first above written. C1 4,UD, a h\ Q QD__f Notary Public In and for the State of Washington, residing at Spokane. 660617015 Filed for Record at the Requeat of: LUKINS 6 ANNIS, P.S. 1600 Washington Trust Financial Center Spokane, Washington 99204 (509) 455 -9555 „ n EXCEPT 24th Avenue and Sullivan Road; EXCEPT 16th Avenue and Sullivan Road; WIMEWRiVallEM RE 011!3 1 (' Jun P 4 13 PR 'BB WILLIIN r. UNAI15f, f' AUUN R PDXAN f 1OU WASH-3 OLPUiI'TV. , Attn: Ronald P. Douglas Excise Tax paid 6/13/86, Receipt No. 05881 DEED AND SELLER'S PARTIAL ASSIGNMENT OF REAL ESTATE CONTRACT THE GRANTOR, DOUGLAS ENTERPRISES, INC., formerly Douglas Coins, Inc., for value received, hereby conveys and warrants to JACK R. (_ FELCENHAUER AND GLORIA F. FELCENHAUER an undivided .04545 interest in _ the following described real estate situate in the County of Spokane, State of Washington (the "Property "), including any interest therein e which the Grantors may hereafter acquire: PARCFL 1: • The Southwest quarter of the Northwest quarter of Section 25, Township 25 North, Range 44 E.Y.M.; 4 PARCEL 2• The Northwest quarter of the Northwest quarter of Section 25, Township 25 North, Range 44 E.W.M. ; PARFFL The North 480 feet of the West 726 Feet of the Northeast quarter of the Northwest quarter of Section 25, Township 25 North, Range 44 E.Y.M.; EXCEPT 16th Avenue; All situate in the County of Spokane, State of SMELL Purchaser's performance thereunder, or upon request for partial fulfillment deeds as allowed therein. 2. That the Contract is in full force and effect. DATED AND EFFECTIVE May 16, 1988. STATE OF WASHINGTON County of Spokane :ss nRANTOR: rn. "IIm975 P;cf 1768 The Grantor hereunder hereby represents and agrees as follows: 1. That the unpaid pricipal balance on the above - described Contract, as of the date hereto, is Three Hundred Twenty -Three Thousand Four Hundred Twenty -Two and 21/100 Dollars (4723,422.21), and that interest has been paid through May 10, 1908. DOUGLAS S $yTERPRI S, NC. By d f t 6 ( Ronald P. Dougla President On this 1 day of May, 1988, before me, the undersigned a Notary Public In and for the State of Washington, duly commissioned and sworn, personally appeared Ronald P. Douglas, to me known to be the President of Douglas Enterprises, 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 and that the seal affixed Is the corporate seal of said corporation. Witness my hand and official seal hereto affixed the day and year Washington first above written. and does hereby assign, transfer, and set over to the Grantee the corresponding undivided interest in that certain Real Estate Contract dated January 26, 1982 (the "Contract "), between Alfons B. Renz and Hilda E. Renz, as "Seller ", and Sullivan South Enterprises, a Wash- ington general partnership, as "Purchaser ", for the sale and purchase of the above - described Property. The Grantee hereby assumes no lia- bility with respect to the Contract other than conveyance of title to the Property to the Purchaser by Quit Claim Deed, upon completion of s L udii lu t..mp a'u 14 a : i , r .s c 9.4 Tr..t si v fg , Notary Public in and for the State of Washington, residing at Spokane. 1:3110614 0120 Filed for Record at Request of ivy Ronald P. Douglas LUKINS L ANNIS, P.S. 1600 Washington Trust Financial Center Spokane, Washington 99204 (509) 455-9555 Excise Tax No. 253713 vo1.1041rACE1 2;4'41 :JI, .[.+ +'Ti17 Jun IH 1 1 26 r,H '0S L .. �.. lrir ut.••. le pSSlfi QP SAA1PSOf( pun AND SFII.ER'S PARTIAL, ASSIGNMENT OF RFAI, ESTATE CONTRACT The Grantor, DCUSLAS ENTERPRISES, INC., a Washington corporation, for value received hereby conveys and warrants to Fern B. Klaus, a single woman, an undivided .04545 interest in the following described real estate situate in the County of Spokane, State of Washington (the "Property "), including any interest therein which the Grantor may hereafter acquire: PARCEL. 1: The Southwest quarter of the Northwest quarter of Section 25, Township 25 North, Ranee 44 E.W.M.; (CEPT 24th Avenue and Sullivan Roaa; FARCE]. 7: The Northwest quarter of the Northwest quarter of Section 25 Township 75 North, Range 44E.W.M.; EXCEPT 16th Avenue and Sullivan Roaa; PARCEL. 7: The North 480 feet of the West 726 feet of the North- east quarter of the Northwest quarter of.Sertinn 2se Township 25 North, Range 44 E.W.M.; EXCEPT 16th Avenue; All situate in the County of Spokane, State of Washington. and does hereby assign, transfer, and set over to the Grantee the corresponding undivided interest in that certain Real Estate Contract dated January 27, 1982 (the "Contract "), between Alfons B. Renz and Hilda E. Renz, as "Seller ", and Sullivan South Enterprises, a Washington general partnership, as "Purchaser ", for the sale and purchase of the above - described property. The Grantee hereby assumes no liability with respect to the Contract other than conveyance of title to the property to the Purchaser by Quit Claim Deed, upon completion of Purchaser's performance thereunder, or upon request for partial fulfillment deeds as allowed therein. t. t. 6u,• lu 4a,q Dalt dr1 Spy Sv.L .o Covey Lw.. By VOL. 1O41rAcE126S Deed, upon completion of Purchaser's performance thereunder, or upon request for partial fulfillment deeds as allowed therein. The Grantor hereunder hereby represents and agrees as follows: 1. That the unpaid principal balance on the above - described Contract, as of the date hereof, is Two Hundred Ninety -eight Thousand Sixty-Four and 30/100 Dollars ($298,064.30), and that interest has been paid through May 10, 1989. 2. That the Contract is in full force and effect. DATED AND EFFECTIVE May ? , 1989. GRANTOR: DOUGLAS j.NTERPRISES, INC. 1 R P. DOUG S, President STATE OF WASHINGTON ) :55 County of Spokane ) On this day personally appeared before me, the undersigned, a notary public in and for the State of Washington, duly commissioned and sworn, personally appeared Ronald P. Douglas to me known to be the President of Douglas Enterprises, 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 and that the seal affixed is the corporate seal of said corporation. Witness my hand and official seal hereto affixed the day and year first above written. Oa.Let rn G Notary Public in and for the State of Washington, residing at Spokane I Fled for Record at the Regeust of: ;kIU GyL';ilY.tWMAIS LJ KINS 6 ANNIS, P.S. .'i'E.:'7'.ti yl' ..- I Washington Trust Financial Center •^'� Spokane. Washington 99204 9' 5 t 1 II 25 AN TO (5091 455 -9555 / ;. 1 wILI f.. 1'b Y.1 V -� N - ' Attn: Ronald P. Douglas AC (BPOK / CQNIt * KRA / DEED AND SELLER'S PARTIAL ASSIGNMENT OF REAL ESTATE CONTRACT The GRANTORS, RONALD P. DOUGLAS AND DENNIS L. DOUGLAS, trustees of the Douglas Coins, Inc. Profit Sharing Trust, for value received hereby conveys and warrants to RICHARD W. MCEACIIRAN and BRUCE A. MCEACIIRAN, co- trustees of the Robert W. MCEachran Life Insurance Trust, dated May I0, 1982, an undivided .04545 interest in the following described real estate situate in the County of Spokane, State of Washington (the "Property "), including any interest therein' which the Grantors may hereafter acquire: PARCEL 1: The Southwest quarter of the Northwest quarter of .erect; n 7S T hip 75 North n .gp 4d F W M • EXCEPT 24th Avenue and Sullivan Road; PARCEL 2: The Northwest quarter of the Northwest quarter of Section 25, Township 25 North, Range 44 E.W.M.; EXCEPT 16th Avenue and Sullivan Road; PARCEL 3: The North 480 Ecet of the West 726 feet of the Northeast quarter of the Northwest quarter of Section_25 Township 75 North Range 44 E.W.M.; EXCEPT 16th Avenue; All situate in the County of Spokane, State of Washington; Excise Tax 1253713 8SUyo30164 and does hereby assign, transfer, and set over to the Grantee the corresponding undivided interest in that certain Real Estate Con- tract dated January 27, 1982 (the "Contract between Alfons B. Renz and Hilda C. Reitz, as "Seller" and Sullivan South Enterprises, a Washington general partnership, as "Purchaser ", for the sale and purchase of [he above-described Property. The Grantee hereby assumes no liability with respect to the Contract other than conveyance of title to the Property to the Purchaser by Quit Claim Deed, upon completion of Purchaser's performance thereunder, or upon request for partial fulfillment deeds as allowed therein. The Grantors hereunder hereby represent and agree as follows: ,I!.' Off?. 4 pi J / 8qp ((I. r. PLG 0 J ±0 - Y(; .. I:dE U'SY r 1. That the unpaid principal balance on the above - described Contract, as of the date hereof, is Three Hundred Fifteen Thousand Two Hundred Seven and 00 /100 Dollars ($315,207.001, and that interest has been paid through September 10, 1988. 2. That the Contract is in full force and effect. DATED AND EFFECTIVE September 6, 1988. GRANTOR: DOUGLAS COINS, INC. PROFIT SHARING PLAN AN TRUST BY Dennis L. Douglas, 224istee STATE OF WASHINGTON 1 :sS County of Spokane 1 On this day personally appeared before me Ronald P. Douglas and Dennis L. Douglas, to me known to he the individuals described in and who executed the within and foregoing instrument, and acknowledged that they signed the same as their free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN UNDER my hand and official seal this Lc -/) day of September, 1988. lLt0D,. rn l 4Q9.e. ,_ Notary Public in and for the State of Washington, residing at Spokane. • 5:4 - 2c} ij4 -zS F -3d is 7410180104 TO: Spokane County Commissioners Spokane County Courthouse Spokane,Washington 99201 rt 209 rAEE 871 - FILED OR RECORDED RCCUESICFCOUnty prosecutlu Attorney's Office 1 LETTER OF COMMITMENT Oct 18 11 zs (;N '7Y 1'1V':U: w.4:AF:1J.F0."Nca WV" 47)//2/(4e Req. Courthouse xxx GENTLEMEN: We are informed that the owners of certain real property which is described in Schedule "A" attached to this letter, are submitting for approval a plat for that property in which proposed plat the said property is described as' "Ratchford Acre Tracts ". A copy of the proposed plat has been examined personally by the undersigned. We are the owners of the property which is located immediately adjacent on the south to the property described in Schedule 'A' (Ratchford Acre Tracts). The description of our property is set forth in Schedule 'B" attached. ' The undersigned, to accomodate the platting of the 'Ratchford Acre Tracts" property, has heretofor delivered to Spokane County a deed for property to be used as a roadway which conveyance covers property described in Schedule "C" attached. It is recognized that the "Ratchford Acre Tracts" plat will not be approved without the undersigned having accepted the commitment that no part of their property described in Schedule 'B' which fronts on the County road (running east and west) which is adjacent to said property on the north, shall be used as building sites without approval of Spokane County having first been obtained in writing or until a plat for said property (Schedule 'B ") or some part thereof adjacent to said roadway shall have been approved by the County of Spokane. Now therefore, the undersigned, having recognized benefits which will accrue to them and their property as a result 4 of the platting of "Ratchford Acre Tracts' do hereby make a commitment to the County of Spokane that, if the plat for'Rotchford Acre Tracts" is approved, they, their heirs, or successors in ownership will not permit any part of their property described in Schedule "B" which fronts on the roadway referred to above, of which the property described in Schedule "C" is the south one half thereof, to be used a; a building site unless and until a plat for said adjacent property shall have been approved or until consent for the use thereof for building sites shall have been otherwise approved in writing by the County of Spokane. It is agreed that the commitment made by the undersigned, as is herein defined, shall run with the land described in Schedule "B". n2 S Accepted D anu� l appr r oved ofor fore me yri: COUNTY•' OF SPOKANE Br_C1R�.®Cs a-rb 9'i W. Ci1RQSTENSCN i Fry iub11 0 9ashington, residl:7 at Spoknn'a ,,19711 :. •; nc Eu 1,4 ai ' , n^. ocrtion now : .. _ -nn id f '. ';'1'.:; t, : : . ♦ \ Schocl ; :ra'_nc t. Central ';, o f , t 1r =r ^,Xl .i '53 L' :CO I Lt.•EC 1/4 the cf the' __° _ 1/i of See- - .:; ; _ r, rmt a ?tint on t•.c :forth line of Section. 25 foot _at :i sal� - the n sou!u.es corner ° ! ...c'1 nhj 3/10 t south r: 26 to cc[ '-c:;i 1]1 7/10 fug[: t: enoy c :c =i Claaeccr, Lye foot; t. direction 4:7 foot L Cf .did s :-l: : :. 1722 , - i:r.-as• .1.11.104 r...... ■•••o .... . ....... too .o. 0.'-iu. .na • sh/r:. Sl;3(I' • lino to C:e ^ o: North, itange' 44 East 0i ` ... ems n -w ..+n :.. rrPn. », - a...,. P u ri r.....n 1 •.I. keel ... � .. .y ... ,... e.,.v. 1•:•• ' . ••4111, , 1r, •••••., • . N O i . , . , . . P .. n . l .. ,.,u.• 1 ,11 11 1•• , . s:i v . .r . �1 . , t o I LLI V 1 . . aq'r ;•. : ,1.. STATE or •...11..:01' }. • ,... . . ISA _ .... ...n • S ...nr r.,.. 1 111 . . PIS . ,s: n tu 1111.. ..ow L.I. 1.41.• ..:• P. r ..u., ..... .ut. • ,_net.• UL.. 409 PACE t . t 1(. .;10feet:. 14 C no:nes in r.rrhoosteriy Lth., north line 0L,. nor Cho :lst c:. r.cid suction PLI in Township 25 a.ccttc Meridian in the . It • "' ifi' 209 PALE 873 X & J 30 • 814 '30 - Y-7 test 15.9 3/4 A strip of lord lying in the NW 1/4 ond the NE 1 /4.of Section 25, Township , - 25 North, Runge 44 Eosl, W.M., Spoken County, Washington, described es follows: 2UU bi: 875 Beginning at a point on the north line of. said NW 1 which beors 569 20.00 feet From the northwest corner of seid NW 1 :4; thence South, along the oast right -of -way line of Sullivan Road, 30.00 feet; t hence' 5'89 17 "1, on o line which it 30 feet southerly meow, ed at right angles and porallel to the north lino of seid NW 1/4, 2610.17 feet; thence 509 ° ,6'44 "1, on o line which is 30 feet southerly measured al right angles and parallel to the north line of said NE 1/4, 431.42 feet to the point of curve of a 495.73 feet radios curve to oho left; thence along the orc of said cu.ve to the left, 173.34 ice:, through o control angle of 20 to on intersection with the north line of seid NE 1/4; thence along the north line of said Section 25, N29 - W, 601.22 feet and N09 ° 23 1 17 "W, 2610.52 feet to the point of beginning. 2z. y l j' k / `90 2 �,. . C x '9 0 �. ocrtion cc:: ..]ace _ : the nra . ! r.: :lee-. . :]g I] \ �Ji _ - l7ost 5chocl . .3:0 - 1 :]J:: ^Y . ... (10 :•,0 :lee E' uf, JJ�c ::est S. 1/.. - ' -• t i t:u N �/ �f o_r. _crib,.., _sr: of Soct 5t a point on :..o :forth line of Section ]3 :ant c: ti,c northwest ctirncr ci sat:: s_t 0:: t rl nninq south to °o to cccco: _ rxc acc�.,i 131 3/10 fuot; .fir trot _ _ _ .. s,. - o'; : .... .. .... .IC, _.'1.: o y direction 427 foet tz c: bn Cilimet 156 foot: as in r: ccr or ctrlv > nor to line oL. northo %1st. _x —r o _.__; _... _ section lino tc cloc . ALL. in Township 25 :forth. Range 44 aa5t of ametto Aucitlian in the sal • • • +0 04 ---1L Gr , .. l r M11 'i x w • at • t Itt"(I .• a•.", •■ ,1: ti"" in u .l, ,.•.• t" • I. 1 „µl' .1 V•siseta tee LS Le s aseaus. :a /104 ise • V IA Lod al ease eamdva. u..•.Ass N, .:l:.I 1. salsa ant art e ' i f ;'. 1 1. 1a .. . +� , kw , . t - .1'rc : .. , .. . 1 6. .. i � .. u 1 . . : , ........ • s 1.,. • rr .o tit ..1 . .....a ., IIYtO /L n e tee 47- n......."1• •..v. •" . t.. r. )1 ; Vitt ej ahrr. "- _ali.iOV r..rr 0I. u., ........ n .. >...,, ..u.. .... r ti„`' ••a•• each. 209 PACE 873 7 209 PACE 814 30 - [S,t D11 `‘ ' • i I: t. esCE 015 A strip of land lying in the NW 1/4 and the NE 1/4 .of Section 75, Township 25 North, Range 44 East, W.M., Spokane County, Washington, descriLed cs follows: Beginning ct o point on the north line of. said NW 1 which bean S29 "E, 20.00 feet from the northwest corner of sold NW 1:4; thence 5ovth, along the cast right -of -way line of Sullivan Rood, 30.00 feet; t hence' S59 17 "E, on a lino which is 30 feet southerly moosm ed of right onglcs and parallel to the north lino of said NW 1/4, 2610.17 feet; thence 589 ° 16'44 "E, on 0 line which is 30 feet southerly measured at right angles and parallel to Ile north lire of said NE 1/4, 431.42 feet to the paint of curve of a 495.73 feet rodius curve to iho left; thence along the are of sold curve to the left, 173.34 feet, through a control angle of 20 ° 02'06" to on intersection with the north line of said NE 1/4; thence along the north line of sold Section 25, N39 ° 16'44 "W, 601.23 foot and N09 ° 23'17 "W, 2610.52 feet to the point of beginning. SECTION 4 -- EN'TIRE AOREEtLEN'r This indemnity agroement contains the entire agreement between Lho pal•Lioa lmrat0 and the terms are CotltraoLual and not merely a recital. The undersigned Indemnitors state that they have care- fully read the foregoing indemnity agreement, and know the con- tents thereof, and they have signed the same as their own free acte. agreement to be executed on the N'. day of 1 A / 1975- ATTEST: VERNON Cler I_. STATE OF WASHINGTON) ) 33 COUNTY 0? SPOKANE) STATE OF WASHINGTON) CO UV TY Of SPOKANE ) eputy L erk .• ,r l / 9 4 IN WITNESS WHEREOF, the parties hereto have caused this GI'iEN under my hand and 7)c 4 1975. INDEMNITEE DELAN the B•ar SPOKANE COUNTY, a municipal Corporation BOARD OF COUNTY C0t44ISSIONERS 11 t -e7} �.. On this day personally appeared before me Altons 8,Renz and Hilda C. Rent, husband and wife, to me known to be the individuals described in and who executed the within and fore- going instrument, and acknowledged that they signed the same as their free and voluntary act and deed, for the uses and purposes therein mentioned. official seal this /(1 .:•1 Not .y Public in and .' 'the •Stat¢.,o of /4ashington, residing at Spokane,. r la: 250 fuf 1283 ( : 25 U tAa 1282 • f iii L'URAS:CV= 8g -0835 Scr 21 9 21 11H'O1 - 1 M It11AN E. pry Yd-I[ SPOKANE COUNTY SEWERAGE AGREEMENT iSPlR4.NE •9 C's11. atsi; !alma VOL "ii SAAWSON 4 THIS AGREEMENT, made and entered into the /r6{ day of su / yiidv , 1988, by and between SPOKANE COUNTY, a political bdivision of the State of Washington, having offices for the transaction of business at West 1116 Broadway Avenue, Spokane, Washington, 99260, hereafter referred as the "County ", and SULLIVAN SOUTH ENTERPRISES, a Washington general partnership, ha ng offices for the transaction of business at f ,.-9 • / �p^.�14 ff✓- , Spokane, Washington, 999/0, and ALFONS B. REN'L A11D HILDA E. REN2, husband and wife, South 2205 Carnine Court, Veradale, Washington, 99037, hereinafter referred to as the "Owners ", jointly referred to, as the "Parties ". Page - 1 a U 994 Pat 1133 W I T N E S S E T H: WIIEREAS, pursuant to the provisions of the Revised Code of Washington, Section 36.32.120(6), the Board of County Commis- sioners of Spokane County, has the care of County property and the management of County funds and business; and WHEREAS, pursuant to the provisions of Chapter 16.94 RCW, Spokane County has the ability to construct, operate, and maintain a system of sewerage within Spokane County consistent with the adopted Comprehensive Waste Water Management Plan; and WHEREAS, Owners are the legal owners of certain real estate located at the northeast corner of Sullivan Road and 24th Avenue, Spokane County, as more particularly described in Attachment "A ", attached hereto and incorporated by reference herein, and hereinafter referred to as the "Property "; and WHEREAS, Owners have made application for a preliminary plat of the Property, to be known as Ridgemont Estates Fourth Addition, and are desirous of subdividing the Property with the availability to connect to the County's general sewerage system; and WHEREAS, the County is desirous of extending a system of sewerage from Sullivan Road and 24th Avenue through the Property, to the Timberlane and Ridgcmont Subdivisions, for the purpose of connecting said subdivisions to the County's general sewerage system; and WHEREAS, Owners are willing to provide the County with perpetual easements through the Property, in an alignment acceptable to Owners and the County Utilities Department, and with appropriate access thereto, in order to allow for installation of YU. 994 MI a sewerage system through the Property; and the County is willing to make said sewerage system available for connection to future lots within the Property, in a manner consistent with Owners' subdivision plans, upon certain terms and conditions; NOW, THEREFORE, for and in consideration of the mutual promises set forth hereinafter, the Parties hereto mutually agree as follows: Section 1: PURPOSE The County is desirous of constructing a sewerage system, hereinafter referred to as the "Facilities ", through the property, which Facilities will be made available to provide sanitary sewer service to lots within the Property when it is subdivided, as well as connecting the adjacent and existing Timberlane and Ridgemont subdivisions to the County's general sewerage system. Owners are willing to grant to the County perpetual easements, free of encumbrances and with appropriate access, running through the Property in an alignment acceptable to the County, in considera- tion of the County paying all costs for the design and construc- tion of such Facilities. Owners and their successors hereby acknowledge an obligation to pay the County's General Facilities Charge ( "GFC "), monthly service charges, and an In Lieu of Assessment charge (ILA), as specified herein, upon connection of the Property, or future lots therein, to the Facilities. It is the intent of this Agreement to reduce to writing the Parties' agreement with respect to the conveyance of easements to the County, the design and construction of the Facilities, and related matters. Section 2: CAPITAL CONSTRUCTION The County shall be responsible for the design and construc- tion of the Facilities, generally described as 8 ", 10" and 12" sanitary sewer pipe, and necessary appurtenances thereto. The Facilities are deemed to be a benefit to the public. The design and construction of the Facilities will be in accordance with all applicable Federal, State and Local laws, ordinances, and regulations. The County shall install "Ts" at appropriate locations within the Facilities designated by Owners; however, the County shall not be obligated to install side sewer connection lines from the "Ts" to individual lots, which shall be the Owners' responsibility to install. All manholes installed within the Facilities shall be designed and constructed to include a one foot (1') concrete ring section in order to facilitate adjustment of the manholes to a proper elevation at such time as roads are constructed within the Property. Page - 2 t 994 Pg(1135 Owners agree to grant to the County perpetual easements in the property, free of any encumbrances, along with temporary access easements thereto, all as specifically indicated on Attachment "B ", attached hereto and incorporated by reference herein. Owners agree, within ten (10) days of written request by the County, to execute any and all necessary perpetual easement(s), temporary construction easement permits, access easements, or any other documents required of Owners under the terms of this Agreement. Section 3: USE OF CONSTRUCTED SUBDIVISION SEWER FACILITY Only the Owners of the Property, or subsequent owners, and their successors, assigns or heirs, shall be permitted or author- ized under this Agreement, to tap into or use the Facilities. Owners shall be responsible for the design and construction of any other facilities on the Property, other than the Facilities to be constructed by the County as described herein, that may be necessary in order to use or connect to the Facilities, in conjunction with the subdividing of the Property. As owner of the Facilities, the County may allow, at its sole discretion, other persons, firms or corporations outside the Property to tap into or use the Facilities. Additionally, as owner, the County will be responsible for maintenance and operation of the Facilities once constructed and accepted by the County. All users of the Facilities shall pay a monthly Main- tenance and Operation Fee as established by the Board of County Commissioners. Section 4: PAYMENT OF GFC AND ILA This section shall apply only to those residential lots which result from approved subdivision of the Property, and which are adjacent to the Facilities and connectable by side sewer thereto. The owner of each lot at the time of hook -up to the County's general sewerage system shall pay the County's General Facilities Charge (GFC) that is current at that time, reduced by any County participation moneys then applicable to reduce said charge (the present GFC amount equals $770.00 for residential properties, currently reduced by a forty percent (40%) County subsidy, leaving $462.00 payable by the property owner). Each lot owner at the time of hook -up shall also pay an In Lieu of Assessment charge (ILA). This charge is deemed equivalent to the special benefit that the County's sewerage system is determined to provide to parcels of land within the most recent County ULID, reduced by applicable County participation moneys. Page - 3 4 off. 994 f: CE 1136 Tn. Under this Agreement, the ILA payable at the time of hook -up shall be permanently fixed at $1,500.00 the special benefit for residential parcels within a ULID is currently $2,500.00, which amount is currently reduced by a forty percent (40%) County subsidy, leaving a balance of $1,500.00 payable). Each lot within the Property connecting directly, or indirectly, to the Facilities shall receive a credit of $700.00 against the ILA amount at the time of hook -up. This credit given by the County is in consideration of Owners' granting to the County perpetual easements at the east and west terminus of the East -West Sewer line easements, as indicated on Attachment "E ", the loss of crop revenues to Owners, engineering expenses 'previously incurred by Owners, the nuisance of the sewer line passing through the Property prior to subdivision and the reduction in value of certain private lots within the Property due to the County easements. A further credit of $500.00 shall be _allowed against the ILA to each lot owner at the time of hook -up to compensate for the County's not installing side sewer lines connecting the "Ts" to individual lots, as would be the case if the County was installing a ULID sewerage system (the amount of this additional credit amount is based upon the average cost of installing a side sewer connection, estimated as approximately $500.00, from bids received recently). The GFC applicable under County ordinance or resolution at the time of hook -up of an individual lot shall be the amount payable, less any County participation moneys applicable to reduce said amounts at the time of hook -up. The GFC amount may increase or change from present figures due to periodic adjustments by the County, and the level of applicable participation moneys may also be reduced or change according to County policy. The combined $1200.00 credit allowed future lot owners shall remain constant, as will the ILA amount. Section 5: COMPLIANCE WITH LAWS The Parties hereto specifically agree to observe all federal, state and local laws, ordinances and regulations, including, but not necessarily limited to, chapter 49.60 RCN, to the extent that they may have any bearing on either providing any money under the terms of this Agreement or the services actually provided under the terms of this Agreement. Section 6: MODIFICATION No modification or amendment of this Agreement shall be valid until the same is reduced to writing and executed with the same formalities as this present Agreement. Page - 4 $ Page - 5 n: 394 mu 1137 Section 7: VENUE STIPULATION This Agreement has and shall be construed as having g been n m ade and delivered in the State of Washington, and State of Washington shall be applicable to its construction and enforcement. Any action at law, suit in equity proceeding for the enforcement of this Agreement or any provision etallinstituted courts of competent jurisdic hir within Spokane CountY, onlyington Section 8: WAIVER No officer, employee, agent or otherwise of the County has the power, right or authority to waive any of the conditions or provisions to this Agreement. No waiver of any breach of this Agreement shall be held to be a waiver of any other or subsequent breach. All remedies afforded in this Agreement o n at tdd s a l l be taken and construed as cumulative, that is, every other remedy provided herein or by law. Failure of the County to enforce at any time any of the provisions of this r Agreement or to require at any time performance consarucd o nt r C o r of any provision hereof shall in no way a waiver of such provisions, nor in any way the right affect the validity of the County o this Agreement or any part hereof, or hereafter enforce each and every such provision. Section 9: ALL WRITINGS CONTAINED HEREIN This Agreement contains all the terms and conditions agreed upon by the Parties. No other understandings, oral or otherwise, regarding the subject matter of this Agreement shall be deemed to exist or to bind any of the Parties hereto. Owners have read and understand all of this Agreement, and now state that no represen tation, promise or agreement not expressed in this Agreement has been made to induce Owners to execute the same. Section 10: TERMINATION The County shall have no obligation of any kind or nature whatsoever to either design or construct the Facilities described hcreinabove until Owners have granted to the County that right -of way and /or perpetual easements and /or construction easement(s) as proved for hereinabovo. Subsequent to the granting of such right -of - way, perpetual easement(s), and /or construction ease - ment's), respectively, neither Party may terminate this Agreement for any reason whatsoever. Section 11: TIME IS OF THE ESSENCE Time is of the essence of this Agreement. If either Party shall fail to perform the Agreement on his part to be performed, at the time fixed for performance, the other Party may exercise any right as proved for herein. Section 12: RECORDING ° 994 f:.6t 1138 This Agreement, upon execution by both Parties, shall be recorded in the Spokane County Auditor's Office. The provisions within this Agreement shall run with the Property, and bind the Owners and their successors, assigns and heirs. IN WITNESS WHEREOF the Parties hereto have caused this Agreement to be executed on the day and year first set forth above. ATTEST: WILLIAM E. DONAHUE, Clerk of the Board By W ) Deputy C erk STATE OF WASHINGTON ) ) ss County of Spokane ) appeared before me /.,r,r/Y, 'l / , / .. Page - 6 BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON SULLIVAN SOUTH ENTERPRISES, a Washington general partnership By \l-y >_'��`J� 9 1�. n - 91 - 4- A 1t.r 7 )t v. (T tle) On this /',' day of /7', /.,r.(: 1988, personally to me known to be • the jl{ln.,,)' / 1•: , /;', (:.. of the above -named general partnership that excodted the within and foregoing instrument, and ac- knowledged said instrument to be the free and voluntary act and deed of said general partnership, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute said instrument. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my seal the day and year first above written. •` '••r Notary Public in and for the , ,.•` Otve S T NO,y State of Washington, residing p fl, 0+/j'•., at Spokane. My commission ex- loSY }p `/T Pires j ) //7/ " t::TPSY V FOF W AS,,t,, STATE OF WASHINGTON ) ) ss County of Spokane ) 10. 994 ktf 1139 ONS B. RENE 77(? ,�a� P 7 J�, HILDA E, RENE On this day personally appeared before me ALFONS 0. RENZ and HILDA E. REN2, to me known to be the individuals described in and who executed the within and foregoing instrument, and acknowledged that they signed the same as their free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal this /,. day of 4 , 1988. (l/ /( ,') . / /, , ........ Notary Public in and for the State of Washington, residing at Spokane. My commission ex- pires y'• , 1..-. :,Rr4SAMERICA TILE INSURANCE COMPANt NORTH 720 ARGONNE ROAR 7 r SPOKANE, WA. 99206 N • vdc-� S s Vint Is made solely for the purpose o} a96kt's, 1 locating said premises and the company assumm 'dily for variations, iI any, in dimensi0ILS and . K° , rnial survey. 0 t O o O n 0 0. N 0 N W 0 co N M 0 CP O O led I It h � N y1 i a6 'I 81.36 114.94 14 77 I RI - W - 2 �1 - I �I 125.00 $ 69 - E 79.93 • S 89°32 ISDC 100.00 589°32'42'E 115.00 95.07 RIDC>ENtONY E S TATE S 4 +h ADlO 2554/ 38 ; 108.40 . I 'KN 7T WIRJ 77°33 33 IR) 23 27 s i sc W 0 T i • W ' O 0 25 44.93 0 0 .1 0 UkPLATTED I / LO STRIP, L-2,8-2 • 1 . 589°32'42"E P 25 45 0 _ • N a] OWIRI • SO 23rd 2 ° 3 2 4 AVENUE 5 89 °32'12E 9516 106.61 1V to I J Im 1. I • . 50 1 ' 115.00 89 °32'42 -E 24th 103.36 94.9! SCALE IN FEET, 1 , 0 1 "I S 0 N89 °32 50 • ' 374.46 100.00 BLOCK :3 I ; a 1 . 2 /SETBACK LINE .5 6 • 100.00 • 100 1 C °(\ °'/i) •1r y O • i BLOCK : 4 155.00 42. W . 585.00 N 85 °04bs E 6388 83.86 ....i 20.00 k 20.00 3 00 ' R•50 ' I �9 AVENUE W d 1" • B .0 1 1 0 6 1 '` / " • i ` BUILDING SETBACK LINE 150.00 s 1 t- . o 0 0 9� FROM ANGLE DIST NORTH FAST TO Block 3 sideline PE1423 2/26/90 AUTO INVERSE ***** START 1421.87899 1394.34738 5 5 INV N 85 04 03"0 E 83.8800 1429^09117 1477.91675 6 6 INV N 67 45 35.0 E 77.3700 1458.37506 1549.53079 7 7 INV S 30 47 51.0 E 125.0000 1351,00228 1613.53146 8 RADIAL S 30 47 51.0 E DELTA 31 15 09.0 RT RADIUS 385.0000 TAN 107.6841 L-ARC 210"0017 RADIAL S 0 27 18.0 W RP 1681^71044 1416.40939 27 8 CHORD S 74 49 43.5 W 207.4080 1296.72258 1413.35204 28 TAN@PT N 89 32 42.0 W 28 INV N 89 32 42.0 W 223.3600 1298.49632 1189°99908 29 RADIAL S 0 27 18.0 W DELTA 93 57 32.0 RT RADIUS 20"0000 TAN 21"4320 L-ARC 32.7978 RADIAL N 85 35 10.0 W RP 1318.49569 1190.15790 30 29 CHORD N 42 33 56.0 W 29.2444 1320.03490 1170^21722 31 TAN@PT N 4 24 50.0 E RADIAL N 85 35 10.0 W DELTA 8 27 20.0 RT RADIUS 710.0000 TAN 52.4852 L-ARC 104^7799 RADIAL N 77 07 50.0 W RP 1265"39279 1878.11145 32 31 CHORD N 8 38 30.0 E 104.6848 1423.53127 1185.94657 33 TAN@PT N 12 52 10.0 E 33 INV S 89 32 42.0 E 208.4O00 1421"87633 1394.34000 34 --_-_-_-_-_-_-_-_-__ LAT & DEP 0.00266 0^00738 34 HCLOSE N 70 11 08.4 E 0.0078 1421.87899 1394"34738 5 PREC = 1 TO 135789 Area = 51993.02 sq ft 1^19360 ac FROM ANGLE DIST NORTH EAST TO Centerline 23rd Ave PE1423 2/26/90 AUTO INVERSE * * * ** START 1124.87258 1016.44060 3 3 INV N 0 39 38.0 E 150.0000 1:74. 86261 1018. 16'350 50 50 INV S 89 32 42.0 E 125.0000 1273.86996 1143.16595 51 51 INV S 89 32 42.0 E 270.0000 1271.72585 1413.15744 52 RADIAL S 0 27 18.0 W DELTA 27 07 45.0 LT RADIUS 410.0000 TAN 98.9212 L -ARC 154.1322 RADIAL 5 26 40 27.0 E RP 1681.71292 1416.41332 53 52 CHORD N 76 53 25.5 E 192.3238 1315.34763 1600.46894 54 TAN@PT N 63 19 33.0 E 54 INV S 20 07 32.0 W 35.4000 1282.10912 1588.28856 55 LAT &< DEP - 0.00632 - 0.00558 55 HCLOSE 5 41 27 16.6 W 0.0084 1282.10280 1588.28298 9 PREC = 1 TO 91815 No Area FROM ANGLE DIST NORTH EAST TO centerline cul -de -sac AUTO INVERSE * * * ** START 1271.72585 1413.15744 52 RADIAL 5 0 27 18.0 W DELTA 2 47 42.0 LT RADIUS 410.0000 TAN 10.0023 L -ARC: 20.0006 RADIAL S 2 20 24.0 E RP 1681.71292 1416.41332 53 52 CHORD N 89 03 27.0 E 19.9986 1272.05480 1433.15335 56 TAN @PT N 87 39 36.0 E 56 INV S 2 20 24.0 E 96.3900 1175.74518 1437.08889 57 LAT & DEP -0.00032 - 0.00599 57 HCLOSE 5 86 55 37.3 W 0.0060 1175.74486 1437. 082'31 44 PREC = 1 TO 19417 No Area FROM ANGLE DIST NORTH EAST TO centerline Timberlane Drive PE1423 ***** START ERROR:Invalid Command: 11*10^ 11*10 BEARING 1 TRAV S 89 32 42.0 E 1*2 BEARING 58 TRAV N 0 39 38.0 E 59 SSINV S 63 26 05.8 W RADIAL N 89 20 22^0 W DELTA 11 46 49.0 RT RADIUS 735"0000 TAN 75.8270 L-ARC 151.1194 RADIAL N 77 33 33.0 W RP 59 CHORD N 6 33 02.5 E TAN@PT N 12 26 27.0 E 5*4 BEARING 61 TRAV N 89 32 42.0 N 2/26/90 140"0000 275^0Oo0 0.0000 150.8534 LAT & DEP 62 HCLOSE S 32 38 46.1 W 0.0016 PREC = 1 TO 428249 No Area 1000^00000 998^B8824 1273.86996 1273.86996 1265.39643 1423.73845 140"4800 1424.85403 1019.90008 62 -0.00139 1424.85264 1000.00000 1139.99559 1143.16595 1143.16595 1 58 59 51 1878.11711 60 1160.37565 . 61 -0"0O089 1019.89919 4 FROM ANGLE - DIST NORTH EAST TO Block 4 sideline PE1423 2/26/90 AUTO INVERSE * * * ** START 1282.10280 1588.28298 9 9 INV S 0 39 38.0 W 286.7700 995. 35185 1584. 976'32 10 10 INV N 89 32 42.0 W 399.9300 998.52776 1185.05953 35 RADIAL S 0 27 18.0 W DELTA 90 12 20.0 RT RADIUS 20.0000 TAN 20.0719 L -ARC 31.4877 RADIAL N 89 20 22.0 W RP 1018.52713 1185.21835 36 a CHORD N 4!6 ';i, -. :;2.0 W 23.2350 101,_/:w71 1 1 6 . 21'..6. 37 TAN @PT N 0 39 38.0 E 37 INV N 0 39 38.0 E 210.0000 1228.74375 1167.64069 38 RADIAL N 89 20 22.0 W DELTA 89 47 40.0 RT RADIUS 20.0000 TAN 19.9284 L -ARC 31.3442 RADIAL N 0 27 18.0 E RP 1228. 51318 1 ].87. 63936 39 38 CHORD N 45 33 28.0 E 28.2335 1248.51255 1187.79818 40 TAN @PT 8 89 32 42.0 E 40 INV S 89 32 42.0 E 201.6800 1246.91097 1389.47182 41 RADIAL N 0 27 18.0 E DELTA 136 30 41.0 RT RADIUS 20.0000 TAN 50.1449 L -ARC 47.6515 RADIAL S 43 02 01.0 E RP 1226.91160 1389.31300 42 41 CHORD S 21 17 21.5 E 37.1539 1212.29253 1402.96154 43 TAN @PT S 46 57 59.0 W RADIAL N 43 02 01.0 W DELTA 279 18 04.0 LT RADIUS 50.0000 TAN 42.4773 L -ARC 243.7362 RADIAL N 37 39 55.0 E RP 1175.74486 1437.08291 44 43 CHORD N 8 18 57.0 E 64.7448 1215.32456 1467.63528 45 TAN @PT N 52 20 05.0 W RADIAL S 37 39 55.0 W DELTA 134 19 00.0 RT RADIUS 20.0000 TAN 47.4814 L. -ARC 46.8854 RADIAL N 8 01 05.0 W RP 1231.15644 1479.85623 46 45 CHORD N 14 49 25.0 E 36.8632 1250.96092 1477.06653 47 TAN @PT N 81 58 55.0 E RADIAL S 8 01 05.0 E DELTA 15 15 26.0 LT RADIUS 435.0000 TAN 58.2625 L -ARC 115.8356 RADIAL_ S 23 16 31.0 E RP 1681.70843 1416.39048 48 47 CHORD N 74 21 12.0 E 115.4937 1282.11005 1588.28037 49 TAN @PT N 66 43 29.0 E LAT & DEP - 0.00725 0.00260 49 HCLOSE S 19 45 05.7 E 0.0077 1282.10280 1588.28298 9 PREC = 1 TO 209580 Area = 97696.73 sq ft :2.24281 ac FROM ANGLE DIST NORTH EAST TO -��~�� Block 2 Sideline PE1423 2/26/90 AUTO INVERSE "*". _-_____~ ***** START . 1424"85264 1019.89919 4 4 INV S 0 39 38.0 W 125^0000 1299^86095 1018.45811 20 20 INV S 89 32 42.0 E 81.3600 1299.21485 1099.81555 21 RADIAL S 0 27 18.0 W DELTA 86 29 55.0 LT RADIUS 20.0000 TAN 18.8137 L-ARC 30.1937 RADIAL S 86 02 37.0 E � RP 1319.21422 1099.97437 22 21 CHORD N 47 12 20.5 E 27.4070 1317.83428 1119.92671 23 TAN@PT N 3 57 23.0 E RADIAL N 86 02 37.0 W DELTA 8 05 04.0 RT RADIUS 760,()000 TAN 53.7072 L-ARC 1()7"2361 RADIAL N 77 57 33.0 W RP 1265.39644 1878.11552 24 23 CHORD N 7 59 55.0 E 107.1472 1423.93909 1134.83614 25 TAN@PT N 12 02 27.0 E 25 INV N 89 32 42.0 W 114.9400 1424.85184 1019.89977 26 LAT & DEP 0^00079 -0.00058 26 HCLOSE N 36 03 45.0 W 0.0010 1424"85264 1019.89919 4 PREC = 1 TO 467179 Area= 13164"00 sq ft 0.30220 ac 11 FROM FROM ANGLE DIST NORTH EAST TO Plat Boundary PE1423 2 AUTO INVERSE ***** START 1000.00000 1000.00000 1 1 INV N 0 39 38.0 E 125.0000 1124.99169 1001.44108 2 2 INV S 89 32 42.0 E 15.0000 1124°87258 1016"44060 3 3 INV N 0 39 38.0 E 300.0000 1424.85264 1019.89919 4 4 }NV S 89 32 42.0 E 374.4600 1421"87899 1394.34738 5 5 INV N 85 04 03.0 E 83.8800 1429^09117 1477.91675 6 6 INV N 67 45 35.0 E 77.3700 1458"37506 1549.53079 7 7 INV S 30 47 51.0 E 125.0000 1351.00228 1613.53146 8 8 INV S 20 07 32.0 W 73.3800 1282"10280 1588,28298 9 9 INV S 0 39 38.0 W 286.7700 995^35185 1584.97692 10 10 INV N 89 32 42.0 W 585.0000 999.99744 999.99536 11 LAT & DEP 0.00256 0.00464 HCLOSE N 61 03 48"3 E 0.0053 1000,00000 1000.00000 1 PREC = 1 TO 386027 Area = 247587.75 sq ft 5,68383 ac ANGLE DIST NORTH EAST TO ._____________ Block 1 sideline AUTO INVERSE ***** START 1000.00000 1000"00000 1 1 INV N 0 39 38.0 E 125.0000 1124.99169 1001.44108 2 2 INV S 89 32 42.0 E 15.0000 1124.87258 1016.44060 3 3 INV N 0 39 38.0 E 125"0000 1249.86427 1017.88168 12 12 INV S 89 32 42.0 E 79.9300 1249.22953 1097.80916 13 RADIAL N 0 27 18.0 E DELTA 90 12 20"0 RT RADIUS 20.0000 TAN 20.0719 L-ARC 31.4877 RADIAL S 89 20 22.0 E RP 1229.23016 1097.65034 14 13 CHORD S 44 26 32.0 E 28.3350 1228.99959 1117.64901 15 TAN@PT S 0 39 38°0 W 15 INV S 0 39 38.0 W 210.0000 1019.01355 1115.22800 16 RADIAL S 89 20 22.0 E DELTA 89 47 40.0 RT RADIUS 20.0000 TAN 19.9284 L-ARC 31^3442 RADIAL S 0 27 18"0 W RP 1019.24412 1095.22933 17 16 CHORD S 45 33 28.0 W 28.2335 999.24475 1095"07050 18 TAN@PT N 89 32 42.0 W 18 INV N 89 32 42.0 W 95^0700 999.99971 1000"00350 19 ____________ -� LAT & DEP 0"00029 -0.00350 19 HCLOSE N 85 20 38,3 W 0.0035 1000^00000 1000.00000 1 PREC = 1 TO 202856 Area = 26703.64 sq ft 0.61303 ac 90 17:43 I b7Fr T1f SPo SooKAnL iQunir COaR, nQLSC TEL NO:509 -4.° - '4715 S1..P x i):j 1.dNWF Kl C(. : rfW'.1rj- PUBLIC WORKS DEPARTMENT � OFFICE OF COUNTY ENGINEER RONALD C. HORMANN, P.E. COUNTY ENGINEER SPOKANE, WASHINGTON 99260 -0170 EAR 1 Ofl 1 TY ne AGREBMENT Agreement Number P1 123 This agreement between Spokane County and whose interest in the project is General P a ise artnershi this day of , is entered into applicable to the project known as: 19 This agreement is Ridgemont Estates #4 Addition That the individuals and parties named herein as having an interest in the above described property or project agree to the following: 1. They request that priority review be given to their project. 2. They agree to reimburse Spokane County for project review fees as specified in Board of County Commissioner's Resolution 80- 1592 attachment C; as amended. The fees will be based on overtime costs incurred by Spokane County for project reviews plus a ten percent administrative charge, and will be billed monthly as accrued. 3. The undersigned agrees that these fees are due and payable upon receipt of the billing as specified above. The monthly billing should be sent to attention of: Kenneth J. Tupper E. 2929 Sprague Spokane, WA, Sprague I understand that failure to pay these fees may result in delay in completion or approval of the project or other possible sanctions. 14E84 P31 Public Works Building / North 811 Jefferson Street / Spokane, Washington 99260.0170 irnoi A cc CAA rr \ Pay to the order of 04Ut % Qc— �����1A,� VALLEY O ��y FF � I �� C _�� E ��qTTrr''�� pp���BA r1YR1VuCJ & IVERC1Yf S ' R P.O. BOX 14586 A7 SPOKANE. WASHINGTON 99214 1 For I!/!i KENNETH TUPPER OR SHARON L. TUPPER E. 10606 NIXON LANE 924 -3518 SPOKANE, WA 99206 L2510S74Li: 220 L62 20 LO40 /71 1040 /.G 19 `[ / 98-574/1251 r Dollars Reek, nan1.Y Bab xd.. RE /r I , I �s , EIPT • Date ;R I b: 'd9 -l : 11- . 3 "Received•From' l l"PS. - 'I'tA V' P tE •y`; a - Dollars $ I MO (� 'For R\-YY\ : E <T TF ":;, 4 L1-1-L: -f4 4 - t /�G. •0 (1 �nYJrni' a ACCOUNT .- O *HOW P , HOW PAID G tf. _.. ^.Tar rr-,,.......R 71ih..a.. C • 1• ' AMT. OF - ACCOUNT. CASH ( i'.l.:. -AML PAID CHECK 100 r ASi 16:G{GN' 9: / ... BALANCE Du =. - MONEY OPDEF B Y \ \ Pay to the order of 04Ut % Qc— �����1A,� VALLEY O ��y FF � I �� C _�� E ��qTTrr''�� pp���BA r1YR1VuCJ & IVERC1Yf S ' R P.O. BOX 14586 A7 SPOKANE. WASHINGTON 99214 1 For I!/!i KENNETH TUPPER OR SHARON L. TUPPER E. 10606 NIXON LANE 924 -3518 SPOKANE, WA 99206 L2510S74Li: 220 L62 20 LO40 /71 1040 /.G 19 `[ / 98-574/1251 r Dollars Reek, nan1.Y Bab xd.. No. ■ gloGarnoNi ESTATES 4 2121190 Ocwo) Djaki.NLes_E__Cf\i-c 1 :44.-tt1/4_11c 1 _1\i!4 IlvIrgEF-i-SN.E-0R.N.E________ co 4t5Co,12 ) LEFT g22 ftNENILAE StN. 1430 40 S-t FY _0_,Da_t•cr.F.c -2-? • k pforr. a. V 2-5 Fl • t4 16 F = 2.2:50 FT. o jactzE )4_, 1- covvaek 2 - 1 -F>NE 7- F2-equiRe_i>. _=- 1 IC - “ 2 Vi . .‘1-D13 sTORA.66 VOLt.AvviC REOLAW-ED -= 22_50 FT. -0( — 91- ET. r1/4 trI SWAi-E VOLUME - 1 - WASEELLF.NE •T;?..- 3+4 - CD 4 +56.tz FT. - t(p FT. DRtvg = g FT. < 1.0% " swi\LE 9$ Ft ? Fia = 193 F1 NSEDSD "t\ ST0RA4E--ge - 113 FT. -- svq&Le ,.., ) 1" , • c -4 - 1- Se AZoS RAGE_ •ge•Quie_,Ece_s____ELI- Fit___ — P.. •< ------------ rst t- va . 0 .- 1 , 3 4.- rl •, r...,\,. 0, t o. ch CD ,„ 5 . - 11615E:RL:P.NE - •1c13 • 'Ft -?- 1 ,..,16 v. 4. i t./ 1 " -------- ---- ----- 3 4 ,p- t \r - -CD c y.- A.44 ‘ 4-'6 . LP -ye:- — t • guDGEMDNIT es 4 p‘ret). S t&pE CiaLcutc.P.T tO_N " . 5p... . 51 s a AVENUE 30 To 8*5SLE -- 1 - 1/4vme.Eg.L.e.NC. 1 = k 1 v2_ FT , ps ri. B F = 22=50 Ft 0 0 3 - Tome , egLianG • SOS s - for.aGE NoLumE._ 011igED = '212 0 t s4 _ _ V _ _ ny e..t cpt 3 - Z_Di5 " s TogA66 VOLLtvviC RCOWS-EL) '= 2250 FT. - _ Fm• IN /FT - V SWAL-E VOLUME . _ - TomaetzLi-ot; fg, s. 3 Ls I - iv , d r .t r_ ‘1442..:1 - tc„, Dp.we 7 3 — SWALE : 9-3 Ft Ick3 FT. k./ 1E2 iSEt - A6__f_ rt 4- 1 y- 3 1 I 1.1 7 ....................................... Ili " a , •I'wt gea L. , - 2..0c6" - - S TORA4 E- geRung.ED - I T - . ----- ---- ' — -- — ------ - - - , 3 . 1 7 - C - X?‘" " i - ■22.9 0 7424190 oc ike.12-e t-to / re4- s-y i- 7M ki -- g-ibUt- - 6 - i3.c _ _.5 / - t..-Tif LL -i Vp f T. SL SO _ T 0 P-P. gc 01 C" °O— k) Iii* ok.4& 3. EN 11 . 4- Li gtC 9S = 1 793 6\i".1. / 3 L- nto sive-14*u ., • ' iTIMBERcANE I • '1 -l et W3 - 1 ./9- 7, a oD X *5 2< . S ---- / - I? -0 i- Il EASEtvtENT JI 0 It? of DRwtWST J �NORI11g � OPF .. SWaa.E BOTTOM 104 tog- et g1o6ENnOM1 ESTATES 4 ADDkTION 1T .... n n—e i Q:13l'i t Y4rA %LOPE / N oR"� f ' No, \229 2122/90 (KW`M) 1 41 . �y5 • CONC. CuR$ CROSS- SECTIONAL AREA OF SWAGE : /. a C2 "0 -r < - yx psx3e) z 191 FTz - ruct 3 Curb Cut p@ STA..14 ruct 7' Curb Cut € SIN. - Ft 35 snell,Tgpe A Standard rate Type. 3 e Ne.. z.5' R.AYt ye k 0 e e o al \ 202912 0. olio% -29 1 Construct - 7 1 Curb Cut a' deep a 67fr.. 4+50 Construct 3 Curb Cut e." deep se SIN. 4+ 50 (00.00 115.00 95.01 IL' 1. 103.36 • A ' '..._,,lob7,7 ....H..,44 i........4.04 _.........t,..ii.i...L ........z.v0.0%,.0,..:1_ •-• Construct G C.urka Cut • 'deep '. midpoint ra4its 0 ttl 0 1 Single. Barret Drywall , Type A Spokane County Standard Meta( e roam:. 4 Grate. , Type 3 STA. 4+ 50 25' sight Top Grate. , ate:4.202;09nd ) (00.40 1 C13 . Drainage. Sase.raent Single. Barra( Drgwell ,Type. A Spokane Cont Standard. Metal Frame. * arratt 1 - Type 3 STA. St 93, 23te ,AWC 25' faksire Top Grate E "3J- 2 95.07 10G.G I 115.00 1 94.93 82 t tA 8 tti 8 8 8 100.t BLOCK 2 100.0c AVE 3 BLOC I! RATIONAL FORMULA HYp•OLDriN" DPJE = 2/22/10 DESIGNER := K W NEMULKIN SABIN A ER3JECT NAME RIDGEMONT ESTATES 4 ADDITION Twneeiz.l./ DRIVE 5Th . 31 To ++56 LEFT D2ErRIEflON = BTORMIMPTER DRAINAGE SU3ARE1 1 = .0& ACRES SJJBAREA 1 RUNUH1- COEFFICIENT COMPOSITE RUNOFF COEFFICIENT = ,9 (::Nji FLOW VALUES Ct = .15 L = 0 CO"PUED VALUES DUR = = Q = 7.7.717Th O. 0( 1 4 DEPT410? FLDW tN FEET � GUTTER DEPRESS/D/4 AT itALET Q = 0.042- fl-t>w F1G. Vo = snit- eT • cu lze ocewpic, c.00ltbitkchAs aci p4a2- \s/ PG th 0 411 fi 6 ) lAq)ELANE5 FOR sToRvvmp,,-ceR' 42 SOWSTR1M0 CALCULATIONS DESIGNER K W MCMGLKIK GA SIN A ER:CECT NAME = RIDOENSINT ESTATES 4TH ADDITION LESCRIPTION = STOROWATER DRAINAGE 75 E9 0 3,12 .17 SC 51 600 . 2-24 _12 102 . 10 VS , 0 iflrfl TSN YEAR STORM SALO Int:hs1ty Odev. (in/hr.) ft.) (Ltd. .52 449 .48 . 04 :THE MAXIMUM STORAGE IS 0.8-03144 CU. Fri tIME 0+ cohcentration is 5 minutes. 417 157 408 510 --I 7 S61 . 03 115 -01 . 765 .01 111.0 216 145 207 149 912 .03 154 15B 1020 -862 <7 1F (a) DISCHARGE PER FOOT OF LENGTH' OF CURB OPENING' INLETS WHEN INTERCEPTING 100% OF GUTTER FLOW L. (b)„ PARTIAL:•.INTERCEP RATIO FOR INLETS OF. ,,, LENGTH LESS' THAN ' Li '. 0 1 DEPTH OF FLOW - y - FEET .02 .03 .04 .OS .06 .06 .10 1I I I 1 .1 .05 .06 • .08 .10 6 -39 4 .4 5 .s .1 .s .+ L0 .6 .3 .5 A .! L /La CAPACITY OF CURB OPENING INLETS ON CONTINUOUS GRADE FIGURE 16 .10 06 .06 00 04 .0s .02 .0 1.0 Yon aSBfLP 4 MUM 1 , ■■asafl S :N qO� ®� ® ®0;•�A�Ji�IO HUM 0 / n A 50'f.%1N 111111r rall111111111 h 1 H h' ,I r : drs.�s 1.9 I e 6 s 4 3 2 10 0 L 0 Oa RATIONAL RORMUHA WifyROTOST DESIGNER = K H NEMULKIN SrlEIM R PPOJECT NAME = PID•EMOMT ECTATES •TH ADDITION 24D SIF , • DESCarFTION STORPIATER DRRINAGE C.OT AEREG SUBAHE 1 RUNOFF COEFFICIENT - .9 COMPOSITE RUNOFF CIDEFFHIENT = -9 ILLTED flMR_ = G.00 - 110 = E DA .14 \ k / 0,0`881 voirc■A oe VLow fl-E.T = DEPRESSION AT INLET o, 0.06 fF-iovvi Vo (a) P6. 6 (2.4 0.14 I .... V cuge PENIING/ cort Q0./ 0,0& e Pg--F.:::•? DATE = 2/22/90 PROJECT NAME = RIDGEMONT ESTATES 4TH ADDITION DESCRIPTION = STORMWATER DRAINAGE BOWSTRING CALCULATIONS DESIGNER = K W MCMULKIN BASIN L Intensity Od=v- Vin Vout Storacje (in./hr.) (c.f.s.) (cu.. ft.) (.cu. ft.) (cu. ft) 5.0 * ,14 52 42 10 600 .2.24 .10 71 s4 15,,o 900 .08 SO 120 -46 1200 1.45 85 108 -83 1500 1.21 0 210 -121 1300 1.04 89 252 2100 .91 90 294 2400 .82 .04 92 336 -244 .74 91 378 -285 50.0 3000 .68 95 420 3300 .04. 9 01 VS 402 RO.O. 1600 . .61 .03 102 504 3900 a 60 107 546 / 4200 .56 112 588 4500 .56 ,02 115 -515 4800 .51 .02 117 - 672 -555 85.,0 5100 121 714 -591 5400 .50 .02 124 750 5700 .49 123 798 100..0 6000 .48 .02 132 340 -708 THE MAXIMUM STORAGE 19 '52'42 al:ft) ' 11 The time of concentration is 5 minutes- The Undeveloped flaw out is .14 c.f.s. 3 EN YEAR STORM CALC I 1 1 auuu I i � � : ..I - I I I I I 1 I I I I I ( 1 I I 1 1 1 1 ( 1 I I I 1 ..: I 1 1 1 I I I I 1 1 1 I j L 1 , 1 I �� / I h -- 1 { 1 I+ I T 7 j L 1T T} � ._ 1' T 7�� I // iJ.4 1 I I 1 t 1 _ I ( I �_ I I I 'T 1 I � �, A l 7.1 1 1 1 1 F # - I Ii!V , I x-- 11��. 1 I % r l 1 1 1 1, - I ;,III' I I - I� 1 1 I �11 i , I - -� Milli �' i ` I ICI 1 r I I 1 --I- i I I I 1 III ( 1 Y i 0 .. t r - 1 I I- 1- I - I -:I: I. -_1 1.1 I - 11 I .1 1 1 I ` � 4 KICO l' 1 1 1 1 1 1 1 � 1 I 1 1 1 l l 1 1 O I 1 - -I win �I /IR r ��hI - Dacr 1-1- ./%011(11Vignirnall•111•1 JYI��ra 1 A V" 1 El ' i 1 LT I 1 r 1 r r 1 I I I 1 11 1 1 T I I I i I � 1 1 1 .1 I, I I III 1 1 1 I I i� ' 11 Iam f-1__ I I r I I I /7 r / i I 1 1 1 1 11 1 1 I 1 1 1 1 1 I„ �1 1 y -1 ..4- I I 1 1 1 I 1 I I I I I 1 1 1 1 11 1 I 1 I; : 1, ■■••■■ dU■■■���� 0:121=1:11:1111112=022= auuu 1 Cl/ ....a!y■ p� s ' � % " .NM 4. - iJ.4 1 __ 11 if N- Ii!V IIIIMMIIIIIINININ _t_H ji, lilt o , I � 1 _ =r 1 1 1 rt I .01 (a) DISCHARGE PER FOOT OF LENGTH OF CURB OPENING INLETS WHEN INTERCEPTING 100% OF GUTTER FLOW (b) PARTIAL INTERCEPTION RATIO FOR INLETS OF LENGTH LESS THAN L .02 .03 .0• DEPTH OF FLOW -y- FEET .05 .06 .05 .10 z .3 Lil La CAPACITY OF CURB OPENING INLETS ON CONTINUOUS GRADE 6 -39 FIGURE 16 .4 .5 .5 .5 .8 5 .3 1.0 • 1.0 .5 .s .5 .4 .3 Qa L 10 1.0 .1 2 , 08 06 05 04 03 02 0 .3 Q I_ tl_. _T_I•Vii SER LAN E DRI Ve_ S TA....at TO S ..0>. _I- E.E.17._ 10 3 e> (3 - 23F`-i- ) AVENUE STA LIT+ 30 T0_61 IS/Ohl I •,_•• ____•_•_____ giDgewiom ESTATES 4 ADD. s 1:)gt_LliseE" CA_ i_t_CJA__S-6_T_LMS __Age A 3 tS.FT = + Ft 2 4k 10: 402 - 20 e ' n34 V7. '2 5490/ fl ( 300 2:4) - 1c12.44"/F7* — 1R 2 " 'TOT 64. = • 4/ M 2 5°C) ". + i 4 * 2 - l4- "F 2.000 L ft 1000 Ft ‘5 ,6 F 2 - - A 12.00FS LOT •.k/ - P IMF E•whovs t rIc14:8 t -k- 506 f 5 ft' 9. No. uncto 2./22490 (cwni) = – 9448 FT: = 50,50 At.RE 1 . 3 ' Z.C2 : _s g ifi voLutwe ReQuED = 7945 FT. — L ■2_ tNkFT. gAo6civivivr ESTATES 4 xt)wricm4 No. v2.190 tOgAmw fcc 1)1z-AkNji..4E C_AL.0 u LAT JON 212:2-00 &Awn) SWALE voLuvvic ms_{ SWP (191 4- 31 1- S1) 4t 1 Ft 62.4 NEEDED ; - sTog.A.GE FE Rukizei> tt 3 "p.' -k- V6(0-F-c. sv.w.Le-sf ow /1/4\/AlL1 W FCC SA `41ILL L.O - 11-10-a4t6H DP-Net - entr, Pa - FLoW _tabL 'SNP _POSItsailka—_____ swpt-E . 5441s..LS 4 - 1 (A..0 E.R. P - To E.F 2i . 7._ "2- FT.) ICI) FT. = 3U ft' p,sfoiBo% 7 + 30 S:t16 = 71.S CANS \VEIZCD ;cCAZT 50 we:lee- Wil.l.- I PONOLIN_S VJAL-ES Of DRC\MWAYI. gliri-1 wenn-4_1Am° 00vJN HILL 3/4siciv tcwni .4.. 1 J..../ 41/Ani juvy.JJ_ i . tiL.A.S ! NaTE : Dr •■•,/ e \t,las wil1 pb.,..trvo_fi Sva_al.e S:)Eirclier1v■3 i TilmbefrrlavNe 'Drive cunc& v1/41 tieake- iv“k■v■t1‘).01/4.1 swa■eS 1 ::: 1 -,- _ deep betwttiA-k%Ne, 1 _ ____ _ c:■( 1 There-core i tad, swat% \NW be eovaiderea ciao-, 5-brvv■wo1/4 *IA\ - fill e(Acin Sv4talt vo to ‘::i lt deep, ay. - V1Aewl oq e-Y to \A - tok OA air ■4e. 0 - 9 --- an6. -- 1 vc+o +- sw a 1 a. l -cm_ _eAc Ipeakiovl o€ cir eac.1A_Iol _v■rat_kintoilv■ go' v.9 ' 010 10.J.T ThQ_ (1\ stae vm be_kweev■ -eac'eS drigtvJa < - I loe_ -4 z• L.---- 3 - - icktt f . (If rincO,PAGCt e 5 -too_ vT, tte _k e ss, _- 3 .-0 ,freh-r■ /A,A3 - 7 \n .O ay... kee ckniputtl 13 -15 EASEw1EN-r 10 'SOP of DRtvE : °41167-42 41-9 1 5- FT/FT. NO2it4AL a _ WALE SLOPE 1 ESTATE- 4TH App1TION SWALE BoUTOM � .4 gIW 5° - - 1 FT. /FT S �b,E S LoP N �Rn1P CROSS- S'ECTcDNAI. P2EA.O SWALE 6 21--05 4as1 +(2xO X3 = 1.91 FT. NO. 122gO 2/22-190 (t✓Wni) • CONC Cui--e tract 3 Curb Cut :p @ STA.1t35 rruct 7' Curb Cut p N STA. 1 35 ywell, Type A Standard Irate ) Type. 3 we. , 25' Right 2029 z0 7"—* 104" .. ,. 125.00 79.93 100.00 115.00 95.01 1 14.94 1o8.4o 103.36 94.93 1 00. 1*30 15.00 Construct 7 Curb Cut 8 "deep STA. 41-50 Construct 3'- Curb Cut B deep a STA.4t5o Single Barrel O rywell , Type A Spokane County Standard Metal Frame ; Grate ,Type 3 STA. Z5' Right Top Grate Elev. 20289 8.59 Rp :: ;.: 270.00 _ Conetrike4. --4 Curb Cut - ; deep Q midpoint radi4.g 95.07 106.611 C Drainage Easement J / Single Barrel Dry'nelt,Type A Spol.ane. County Standard Metal Frame. 4, Grata ,Type 3 - 6TA. 8 t 92r, 23 Ar e. , 25' Rio Top Grate Ele'.3 . 2 1(5.00 8 8 N N BLOCk AVE 3 2 100.0 BLOB RATIONAL FORMULA HYDROLOGY DATE = 2/22/90 DESIGNER = K W MCMULKIN BASIN B PRUJEC1 NAME RIDGEMONT ESTATES 4TH ADDITION DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 = ACRES SUBAREA 1 RUNOFF COEFFICIENT = SUBAREA 2= ACRES SUBAREA 2'RUNOFF COEFFICIENT - TOTAL AREA = .34 ACRES COMPOSITE RUNOFF COEFFICIENT = .655294117647' OVERLANELFLOW VALUES L. CHANNEL FLOW VALUES 585 Z1 = .172 56 N = .016 B = 0 = .008 TO = .1586/ . COMPUTED VALUES OUR = 5.00 110 = 3.18 010= .69 OA .69 = Q. 2 0.16$6, IDEpTi4 oF FLAN./ 11%4 fse.-c Son VEVizESSION KT INLET z O. \ / L. a 00. 4C1 , 24 ft. C.-wiz? OPENING / C0141■Nx.nOUS GRNDE 1E5" Dee? kocc../ BOWSTRING CALCULATIONS DATE - 2/22/90 DESIGNER = K W MCMULKlH BASIN S PROJECT NAME = PIDGEMONT ESTATES 4TH ADDITION DESCRIPTION e•STORMWATEK DRAINAGE i t Intensity Qdev. Vin ;out Storage (min.) (in./hr,) (c.f.s.) (cu. ft.) (cu. ft.) (cu" ft.) 5.0 * 3.18 •.69 276 90 186 10.0 600 2.24 .48 340 180 160 ':...' 1540 1.77 ' 383 270 113 20.0 1200 1.45 .31 408 360 48 1500 1"21 .26 419 450 -31 30,0 1800 1.04 427 540 -113 35.0 2100 .91 433 630 -197 40.0 2400 .02 .18 443 720 -277 45"0 1 2700 .74 .16 442 218 -362 3000 "68 456 900 -444 3308 ^64 • .14 470 990 -Z20 60.0 .61 .13 488 1080 65.0 3900 .60 .13 514 1170 -6.56 70.0 4200 .58 . .13 • 539 1260 -721 45()0 ,56 .12 552 1350 - 798 80.0 4800 "53 • .11 561 1440 -879 85,0 5100 .52 .11 579 1530 `951 90.0 450 .11 594 1620 -1026 95.0 5700 .49 .11 614 1710 -1076 100.0 6000 .48 "10 633 1800 -1167 � THE MAXIMUM STORAGE IS(� TJ G6�l2576000l C:" F ` -_/ The time of concentration it 5 minutes- The Undeveloped flow out is .3 c.f,s. _ TEN YEAR STORM [ALC I j 1 1 I I ... 1 1 • I 1 1 . 0 .7 I. 1 1 I flSMfl I I I 1 1 � ' + ' '1It! � I I I 1 I i ii I I 1 1 I I 1 1 / I I'I 1 . 1 4. + 1 1 1 � � I 1T r1 I T - , . — - I 1 I I • _L / / j ±- -I-1 I L .! IJ' I Ii i 7 . -- —' 1 ; ,. I+I� _ I ATSif�■ i i /�a• 1 -�- 11 1 i —i- � ' I I I l i I 1 ■ 1 1 1 1 1 1 11 1 t-H 1 1!II. I r I 1 1 1 1 1 1 1 1 111 1 i t 1 I I; 1 III I I ' 1 — 1 ! 1 1 1 1 1 1 1 1 1 Gi 1 1 1 1 1 1 1 1 ,.., it o• tip .: I I - 1 I - I..� 4 /taN■■ — N v w' . „ , ' q � _ ���hV -1 - U!V I L i" I a� I 1 1 1 1 1 1 1 j I ,� 1 1 1 1 1 1 1 1 Ill H-+ -+ -H --r MUM _ 5Pr iziem= 1 1 ,_ lit. .049111V, amm....ninannounin 1 1 � 1 • •• ✓ 1 1 1— 1 1 1 1 1 1 1 1 i1 +=•-1— i I I ►-= 1-1-1- I i 111,1. 1 1,11 1 1 1 1 1 1 ( I ►II I �f I I I I I 1 1 I ..I t I 11 1 II ''I I I I II I I I L✓a-1- A/ I 1 l I I 1 1 1, 1 1 1 -- .,.11 — F f— - 1 1 1 1 1 1 I I I 1 1 1 1 1! 11! NI • flSMfl .d MI II a/ ra ATSif�■ ■ H fl -1 - U!V I L i" I -1NM= J OM oN� Ill H-+ -+ -H P �� Si Si / _ i _L 1 1 n Ell I• 1 1 ,_ DEPTH OF FLOW - y - FEET .01 .02 .03 .0 (o) DISCHARGE PER F00T OF LENGTH OF CURB OPENING INLETS WHEN INTERCEPTING 100% OF GUTTER FLOW (b) PARTIAL INTERCEPTION RATIO FOR INLETS OF LENGTH LESS THAN L .05 .06 .00 .10 LP CAPACITY OF CURB OPENING INLETS ON CONTINUOUS GRADE 6 - FIGURE 16 • 3 1.0 .0 • .3 .4 .3 .1 i.0 Oa L • .4 .5 .6 .0 1.0 • 10 06 06 05 04 03 02 .4 0 .3 pa ca k DGEWI 0 niT ESTATES 4 ADD. NO • I , = — 1 " S ATE R. DRAINAGE C.AL-C.A.41-T /ON S m 2.1n/0 (tcv4v;k) I 1 e," - Twyke.GR L.- ANE. pRAVE. 1/1ft.. _3 to_5_ . 4.4 56.1:2_ 1 ,r 2 -4i-it AVENUE S iii-13 To \ 3+ 2.1 )LEFT A s,?-E__p_,... FForri.A ,_,1.,\7___F -KA?, c_ . z- "1 z et z 1 1-...- Z):,41 rr• , . z 2- 4569 "el, a VB FT. r... . it v< 20 3‘4.ell‘ ft . . ._ 1 t/ / 06. 1 . v I' ) Okor et" i P.\. I _ 3.+8 IN. .A.. ‘ ‘14 ,_ .* 4- i> 2,5o0 ft ) 1110 / 2. -,if . 1 . .., • • e .1..I. l. I '" • J J . -.1. • .... LOT zoo() f -r.` ar 1000 et" t QD pg‘v ES 1 p• yo , we gv It ‘ A c: ik FT. -t SD° 1 FT 0 P egAss. k ,1 OA F — 12- Et. "MOD F tac.gc__ u 2. .4 2.05 st.G5 VoLume lau Z • 11 014 . z_ 4 1LT : 1 ESTKTEs 4 1- 1 .11. AbDttiOnl NO. 12_210 ER DRkINK4e CAL.C(ALf■TiONS" 2 42 1 /90 (Kwm) • VOLUME E.g. 15-tc14.4a. TO 3-k-Sci.74 = 4 • -(4t-gAve.se.14FT) z. 31,,K-2. FT. . 44--/- E,12..3i - re) 4-1 k 0.50 swALE. (331 + NJegr)co • I- - rwc"'f:\>12-1wect- t 303 'Pt swp,Le s1ogs6e .d..1 u71). -- 0 1732- 4-5.-C-7 304; __menvvvw..9 seTh 1Z.SPIDOse PAGE 3 fkizetta v, 64 PAGE fl • 1 NO DrivgA. v4\11 rike_t -2_3'- Ave. awl ./1 create. 'w\c‘.■\Aclual swales t5 60 e Vom — '0. JAc#vL4Q EAfra 0,ts "There eack swale KIM be acmsidex -Qk-r. Stormv kn'al eae...1.‘ swaie. u _ ovex -drivewa -flow -v■ tx t_sw ale_ T.149._< e_kast I ocakioi__01 \r‘ on taci f j_ fc -> A- b ike- dirt QACZ. betweevi eaek driveway skall be. Vaffroxtrnatel ioC) FT. or IeSs. pt- -c"4- cArj au NoRivrAL SWAL L s ALE 60TT 12\o6EVntNC es - mvc 5 'kt PoQ 13 - -I5 EASEN1gu N0. \ 2210 7_12200 (Kwrn) . I ,L 0.1 31z�` 1,,E SLOPE No RwtP • CONC. 0utze CaosS- SECTIONAL. AREA DV SWALE C Z C p h425) +(1 C 364) = 1.91 ft?" • 3Ro- :z,00 Construct" ' Curt Cat:: 'damp, s midpoint ra44s - ,0 8.40 95.07 .. - 106.61 13 Drainages Easement Single Barra% Drywall ,Type. A Spokane. County Standard Metal Frames # Cyrata ;Type 3 STA. S*93,MILE Are., ZS' Rcker - Top Grate Ele'.31!5 1 IS.00 100.00 BLOCK 3 0 ■ 1 S 4 BLOCK 4 7 ct S \5 -- „sea' " nt . O ro ` „ a p J - Single Barrel Drywell ,Type. P SpoKnnt County Stomdard Meta% Framed Grate Top of Grate Elev. 3232 0 6 r x r RATIONAL FORMULA HYDROLDO'l DATE = 2/22/90 • DESIGNER = K W ICICNULKIN PROJECT NAME = RIDGEMONT ESTATES 4TH ADDITION DESCRIPTION = STORNWATER DRAINAGE SUBAREA 1 = .29,/ ACRES SUBAREA 2= .17/ ACRES TOTAL AREA = .4 ACRES COMPOSITE RUNOFF. COEFFICIENT = .622326086957 . OVERLAND FLOW VALUES • Ot = .15 L = 0 N = .4 • = .01 CHANNEL FLOW VALUES CONFUTED VALUES DUR = 6.55 co = 2.82 010 = .81 DA = .81 DOWSHIR-Hts X 0.n3 0E-fiTH of- ?Low IN 'Feet 2" 6traep- DEnesS/D4 AT INL.er - 0 11 a 1- L = 588 /1 = 72 = -172 • = .016 B = 0 • = 1,007 TD = ..173 Q 01.6 aoya BASIN C SUBAREA 1 RUNOFF COEFFICIENT = .90 SUBAREA 2 RUNOFF .COEFFICIENT = .15 Cuiza oPeNkNG , CoNT‘Nuoq5 QzApe bypeEp Dr:TE = 2/22/90 DESIGNER = K W MCMULKIN DASIN 0 FR0:3E0T NAME = RIDGEMONT ESTATES 4TH ADDITION DESCRIPTION = STORRNATER DRAINAGE t Intensity Qdev. Vin Vout Storage (min,) (sec') (in./hr.) ic.f.s.> (co. fL.) (cu. ft.) (cu. ft.) 5.0 3.13 .91 274 2.82 .81 426 118 � 10.0 ' A00 2.24 .44 100 15.0 .5l ���-4 254 1200 .42 ' 194 25.0 1.500 l.21 �3� 450 ll(... 1800 1.04 .30 576 540 .91 .26 630 -48 40.0 2400 .82 595 -125 45.0 2700 .21 601 810 3000 . 68 .l9 611 700 -209 3300 .64' .lG 6� � 0 990 -� 360 3600 .41 .17 653 -427 65,0 3900 .60 .17 638 1170 -422 70.0 .59 .17 720 1260 -540 75.0 4500 .56 .16 737 1350 -613 80.0 4800 .15 749 1440 -691 135.C) 5100 .52 .l5 772 15�0 -753 90.0 5400 . 50 `14 793 1620 -027 950 5/00 ^49 819 1710 -891 100.0 .48 .14 844 1800 -956 THE MAXIMUM STORAGE IS\�v�� 7.69130RG76 CU. FT.) '4: The time L concentration is 6"554931 minutes- - M - 1e Undeveloped flow out 1s "3 c.[~s. TEN YEAR STORM CALC ����� 1 i I I I ! 1...I 1 I I I I I fifim• Duff■ vi n.u.. 1 I I I II I I I I I I I I I IN I L I I I I I II 1 1 1 1 I I I1 l I 1 I I -- ' r 1 _ I I + _f I rIII A ' - t I 1. - t - +_:_ 1 , I I T( f I I I � 1 =t1 moi � I! ! � I . I _ '' - -- I - I • ' I ! 1 i1_1_1_ I ; � /* t / � sea - 1 � - -1 1 il /�,��r JJ _. 1-T 1 1 1 1 I i I � - EW ��' I .17 - - -- 1 I I I I 11. ill tH ' 1 IIII! III 1 1 1 1 1 1 1 1 �, I - 1 I I I 1 I I I: I; ,: IT r I i I t 1 1 1 1 1 I I t - - 1 T. ; 1 1- n 1 ' I 1 1 I ! 1 1 1 1 1 1 1-1 44' g I�%I® '...I j. _..__. 1_- 1.. 1 I _ re �(il• /I szug �g 1 et dwa •.r a r f E!a -- 1 1. 1 1 1 1 I I 1 J fl At - --i_ A.%0 i L L - 2.919/41110' - - .�� - : - - We - - y - j - 1 1 / � i I I 1 + ~h ► I I - -- � - .1 I�. I I � � T � 1 I r 1 1 I I ' 1 1 I I I1. it 1 1 1 1 I 1 1 1 / 1 � ( 1 1 I11 1 t ',1 I I I 1 1 1 I 1 .I 1 1 1 1 1 1 1 I I I ' // I�� i i I I I I � I Ii I Ion' l ,,I 1 h -1- I I III 11 I I 1 1„,.11 I 1 1 1 1 1 I I i l ! .! 1 ma fifim• Duff■ vi n.u.. I nNN:%GyN NAi7 1 IN H•u■u a/ rIII A ' IIIIM r =t1 moi U T p U p MES=�= u N- - : :: � sea 1 JJ -t- t- - EW . N aEll - - -- r III 101 i 'sr, re ,: IT 1 - 1 - - -.� i (a) DISCHARGE PER FOOT OF LENGTH OF CURB OPENING INLETS WHEN INTERCEPTING 100% OF GUTTER FLOW (b) PARTIAL INTERCEPTION RATIO` FOR INLETS OF • LENGTH LESS THAN L DEPTH OF FLOW - y - FEET .01 .02 .03 .04 .05 .06 .05 .06 .00 .10 .4 .5 .6 . L / CAPACITY OF CURB OPENING INLETS ON CONTINUOUS GRADE 6 -39 FIGURE 16 1.0 .6 .6 .s .4 .3 yr. ol∎• n. 1.0 • .2 Oa La .10 Os .06 .04 .03 .02 .01 1.0 .s .6 .7 .4 .x .10 05 0 a r ADGEWIDNT ESTNTES 4TH fkl)c)■ ‘Ao,v2...7_90 ‘‘S tRatnIp..GE CAL-CAALficrion*," t ( " 1 ' 4 ) 7 _71 .S.e.N.,___0_t_07)_ 3.1P_3 _....__ ■A 11 p,..511 • 1:2- l'• ta.--5 - To -1 R-LeHT a - Du 9 CA4 DE -L 5rac. 1 2.5oo F-F. kiZSA z. = 91115 FT. 2-0Wcw=, Aip f3G Ft 05154 J 2-it Ft. X lb Ft ---zsikzs tzs 33 x FT z 15c1+ ft - as t - 490 n 134 a :)-2_-0 ik (45 f-r)z r_ 31So Vi j e t - 1 ( 6(9(0 ' 2:000 F 1 1000 41;1 1 —t)_1® DRIVCS • -- TumBeacar4E 2.; tz CUL— DC 5/4.C. 3 Soo F 1. / veAFes-vtov,s 1-± t346 n- ÷_t)500 F 2.41, F 1 5 ,./ A_G 5_ 4 FT . 1_0.9_F_L 2 kcga_ / 3 W. IGVtIJWL it 17..E.Rutg at) z- L4 te__ z attyn 5 W A V.o 1. u w1 E ., E.tz. O+4„D - TO E.R. 2t5,1.ot = 27Z-1 FT.— (2DfRwEs @16n )c 1q5 fT. !q !A IT (2D.f.0__3141 E:R.-€5+- chi.93 TO-s.gr11 1Z_. ...2 `F "T. i 6,p : _6� 3 -' t ` 1 1732 tit -.ET.; —(Z PR.�JES A�1G? ) n t4D FT. W PL 67 (94 i- Zt t u.20�u- 5't�RFiCE R>:QGIREp.W � / i.,. 3 1 _ .. T`fP� " D[zYVJ'ELL 56" FT g1D6M N1,1 ESTATES 1.1. .ADDITIDN 5 ToRJw:setgTER�PR_A1�1 BG g CA_ inerATE D NS ° :PI 4E 3..54- 'ft . 2 2 FT loo - Toe o6� Rw6w,Y a;u F T. /FT. 10 tot liZ CwtONT Ss - t,cES * (i 'D0rT10N s NO. 122 2123PID (Kwvh' CRosS- SECT(DNAI,. AREA. OF SWALE : a l< 0:A113) -F (Ix pax 3 e.t) Z ,.97 FT• se - 0 oi1.7. FT /FT 6- ? D r i b ; 'pON SOttInn CO N C r -- CuK4 rs� CRD55-SECTIONP.L AREA DF SWALE : ...('! O � S �,, X.� Z X0 5 x t $)-t(05 vet s z LI,a g JIM 1.5 ,;(553 %o8 .4o _ - -- ; e 00o'r 6rs R�- Construe r G Curb Cwt - deep midpoint radius . 13 Drainage. Easement 100.00 BLOCK 3 - Single Sarre% Drywell,Type A Spokane. County Standard Mcte1 Frame f Gyrate. ,'Type 3 STA. St 93, Z3 Ave. , 25' Flight - Top Greie 115.00 s E s p p 1 4 BLOCK 4 4 6 • v at. ' i a9 ` Eas - - - cr oN , � • Single Barrel Drywall ,Type. Spokane County St ward Metal Frame. t Grate Type STA.11t SO, 23FO Av • , 25 Top of Grate, Elev 3Za DATE = 2/26/90 PROJECT NAME = RIDGEMONT ESTATES 4TH ADDITION DESCRIPTION = STORMWATER•DRAINAGE SUBAREA 1 = .S51ACRES SUBAREA 1 RUNOFF COEFFICIENT L SUBAREA 2 = 1.52J ACRES SUBAREA 2 RUNOFF COEFFICIENT = TOTAL AREA - 2.17 ACRES .CONFOSITE RUNOFF COEFFICIENT = .3746:A3772S • OVERLAND FLOW VALUES Ct = L = 190 N = 4 = .01 CHANNEL FLOW VALUES L = 400 21 = 36 22 F . .172 N = .016 B = 0 = .01 TD = .2142 COMPUTED VALUES DUR = 11.26 110 = 2.10 010 =1.71 OA =K 1 71 a = tilkycfs 1-1 0.214 Nirrz- 0.6 Gt,. 3,0 kat a 3.0 RATIONALFORMULA HYDROLOGY DESIGNER = K'W MCMULKIN BASIN DI l 0.2■42- In 0. (01 0.31q1 4- S. ( 22-Vt ) .4 ' 5 • ci4 LOW fa It4 1, 6 Ft CURB OPENING- DEEP ) � DATE - 2/26/90 BOWSTRING CALCULATIONS DESIGNER •= K W MCMULKIN BASIN D1 P9U2;ECT NAME = RIDGEMONT ESTATES 4TH ADDITION DESCRIFTI[)H = STORMWATER DRAINAGE L t IntensIty ndev. Vin ;out Storage f.m (in./hr.) (c.-/"s.> (cu. ft,) (cu. ft.) (cu. ft.) 5,C 300 -lG 210:.V .59 ��� 91r; 0 9� L0.6 600 1.82 1464 186 1284 ll- 3 * (S7.:::. (S7.:::. � 7 2'10 1-71 l5.49 203 l346 15 0 900 1.77 1.44 1626 270 J356 20� 1200 1.45 1.12 1683 360 1325 25.0 1500 1.21 .98 1702 450 1252 30,0 1800 1^04 ' "85 1716 540 1176 2100 .91 .74 1724 630 1094 40.0 2400 .82 .67 1753 720 45.0 2700 '74 .60 1761.2. 810 953 50.0 3000 ,68 .55 1786 900 886 55.0 3300 .64 .52 1837 990 847 � 0^0 3600 ^61 .50 1899 1080 01.9 65.0 3900 .60 .48 199B 1170 820 70.0 4200 .58 .47 2089 1260' 829 4500 .56 .45 2134 1350 764 4800 .53 .43 2167 1440 85.0 5100 .42 2232 1530 702 90.0 5100 .50 .41 2282 1.620 6I0 95.6 5700 .49 .40 1710 100.0 6000 .49 .39 2431 1200 631 / ��� ' THE MAXIMUM STORAGE IS\z155.7361364l CU. FT )■:: The time of concentration is 11.26282 minutes. the Undeveloped flow out is ,3 c.[.s. TEN YEnR STORM CALC I F-vDGEvvIDNIT ESTATES 4TH kt)pert " StbRwivrca DR.FtmA..6E CAL-Cut_ fk I NZ 9 - t - ,P5 0 II oNs I NI "i2t PPN so bE-z_c) = zt _tAci --" _.2.. P.V__1•_ C. qu CAA L26 5A.C. faiiThaeaiRir ToTp.t_ zt 305 A 20 --- q DRAVES 2_ g 2500 VT. S.4/ i . 4 : F 2 Ei ray2- _ (4_5 2. q6 2- e_ '33 ft- F T. 93$ - Lupo -t woo v- "2- l - 29-Ycs — rs" P c L-C) eg.t...s.r4e 2 . 5 , tzQ 2/ 24 D (lc vl re.) 3 /7 Icto CALL-PE -$&c. l3,500 Ft 3 93.6 F T 076 PLC_C ■rave-ff-viovts \M 1 4 1: 169 Ft -E__13,50r) GRns s = q 5 FT 2 — 3_2_,%V F - r 7- t. SIS 'Fr 50 ke..g- / 3 0 V S_TQF-P-Gg___V_C21-.LAWLE__17..E.Q_Lt D LW 12. ty A I wht,e E.R. 0-4- 4-0 to 2+6)7,01 = —(2prz Cve G16 r 1cs -vq 03;12: zt. -2.-ri r 07C9 ' I is tThs 31+ 2-l1 -1- 7- 3 • -X 3.54 z. • -" sotats-s-rDRA:GE-ReQuigeo.- I • --y<ps '‘ A" Dg=“I ELL 5 i/P -- STORAGE P‘`IAIL AZLE n 'CAFt VY _ 08; F-It>6EM0 NT ESTATES ADD/TIDN N'O . IZZc I 5 4 (1 s4 212.6 /9 0 (KANN) TO Izwl WATER DR-J 4 1NIT\E CAL C-1.4 L.-AT/DNS \S4 -fur OF osAvewevi •a! 4: 1 on Fr/ A L SW44-6. " • • - - - SLOPE. SCNAL-E-150gOtet *My t ot arolo Or PRIVOWAY ID ..rr izA26evvior4T Es Aria fat)ot-nom NO. r2-29 0 142010 (1 • -- C-At4 13 EASemFur-- - • - 4• CROSS- SEC.TIDNAL AREA Of SWALE : ' Da 4: + CIA 0 z 1.91 t •1 • -- • • se 1 ep.semeNr • Db. sct 0.0141 fT/f sote 0.1 svIPar fi - PONCE - Byrom Lob 0.4-8 200 >a CONC. Culad 0 • cug.0 • te caoss-sEcitors.L. Aster. or sswa S S 4 er (.1(.0 0 (0 x+t—) 3.54.: • 2. 109.40 �,a 0.607•;_" l oo.0 0 9S -07 � t3 Pro-Ina _Single Barrel D Spokane County (Meta% Frame # STA.- 8 t 9S, - 23 , ` 0 Top Grate 1 Elem. 3 8 N 115.00 106.61 Easement saS � 3 u Singla Serra% Drywel% Spokane County \ MMeta% Frame .4 G STP..tt 90, 231` —° Pi Top of Grate Etev. 3 0 MI r l I 4 BLOCK 4 3.g$ 3 1T`APt Aar 1TyP 2! 32 DATE .= 3/7/90 PROJECT NAME = RIDGEHOmT ESTATES 4TH ADDITION DESCRIPTION = STORMWATER DRAINAGE SUBAREA 1 = '.16 ACRES SUBAREA 2 = 1.5 ACRES CL = .l5 L = 190 N = .4 � = .01 CHANNEL FLOW VALUES L = 400 7 1 = 36 Z2 = .172 N = .0l6 B = 0 3 = .01 TD = .2217 COMPUTED VALUES DUR = 11.17 I10 = 2.. Q10 = QA RATIONAL FORMULA HYDROLOGY DESIGNER = K W MCMULKIN BASIN D1 SUBAREA 1 RUNOFF COEFFICIENT = .9 SUBAREA 2 RUNOFF COEFFICIENT = .15 TOTAL AREA = .2,26 ACRES COMPOSITE RUNOFF COEFFICIENT = .402212389381 OVERLAND FLOW VALUES �' • DATE = 3/7/90 BOWSTRING CALCULATIONS DESIGNER = K W MCMULKIN PROJECT NAME = RIDGEMONT ESTATES 4TH ADDITION DESCRIPTION = STORMWATER DRAINAGE BASIN F1 � t Intensity Qdev. Yin Vout Storage (sec.) (in./hr.) (c.f.s") (cu. ft.) (cu. ft.) (cu. [t.> 300 3"18 2"89 1162 300 862 10.0 600 2.24 2.04 1637 600 1037 11,2 4 670 2.11 1.92 �. 1725 670 1055 � 15.0 900 1.61 1815 900 915 20.0 1200 1"45 1.32 1882 1200 682 25.0 1500 1.21 1"1() 1900 1500 400 30`0 1800 1.04 .95 1917 1300 117 35.0 2100 .91 "83 1926 2100 -174 40"0 2400 .82 .75 1959 2400 -441 45.0 2700 .74 .67 1969 2700 -7:1 50.0 3000 .68 .62 1995 3000 -1o05 55^0 3300 .64 2052 3300 -1248 60.0 3600 .61 2123 3600 -1477 65.0 3900 .60 .54 2233 3900 -1667 70.0 4200 ,58 .53 2334 42()0 - 18E16 750 4500 .50 .50 2385 4590 -2115 80.0 4900 .48 2422 4800 85.0 5100 .52 .47 2494 5100 -2606 70^0 5400 .50 .45 2558 5400 -2842 95.0 5700 .49 .45 2640 5700 - 100,0 6000 "48 .44 2717 6000 -3283 � THE MAXIMUM STORAGE IS .26014946 CU. / � 4 The time of concentratinn is 11.17031 minutes" The Undeveloped flow out is 1 c.f.s. TEN YEAR STORM CALC Date: March 16,1990 Designer: gsn Basin: di Project Name: plat Description: ridgemont estates 4th addition Sub Area #: 1 0.750 Acres Sub Area #: 2 1.500 Acres Total Area: 2.250 Acres Overland Flow Values !t: L: N: S: 0.150 130.000 0.400 0.010 Channel Flow Values L. 400.000 Z1: 36.000 Z2: 0.170 N: 0.016 F: 0.000 S: 0.010 TD: 0.223 Computed Values Dur: I10: 010: CAA: 11.177 2.113 1.302 1 . '304 Rational Formula Hydrology Runoff Coefficient: Runoff Coefficient: Composite Runoff Coefficient: 0.900 0.150 0.400 Date: March 16, 1990 Bowstring Computations Project Name: ridgemont estates 4th addition Description: plat Designer: gsn Basin: dl t t Intensity ODev VIn VOut Storage (min.) (sec.) (in /hr) (cfs) (cf) (cf) (cf) 5.0 300 3.18 2.86 1151 90 1061 10.0 600 2.24 2, 0'2 1621 180 1441 11.2 * 670 2.11 1.90 1708 201 1 507 15.0 900 1.77 1.5 1797 270 1527 20.0 1200 1.45 1.30 1863 360 1503 25.0 1500 1.21 1.09 1882 450 1432 30. 0 1800 1.04 0.94 1898 540 1358 35.0 2100 0.91 0.82 1907 630 1277 40.0 2400 0.82 0.74 1939 720 1219 45.0 2700 0.74 0.67 1950 810 1140 50.0 3000 0.68 0.61 1975 900 1075 55. 0 3300 0.64 0.58 2032 990 1042 60.0 3600 0.61 0.55 2101 1080 1021 65.0 3900 0.59 0.54 2210 1 170 1040 70.0 4200 0.58 0.52 2311 1260 1051 75.0 4500 0.53 0.50 2362 1350 1012 80.0 4800 0.53 0.48 2398 1440 958 85.0 5100 0.51 . 0.46 2469 1530 939 90.0 5400 0.50 0.45 2533 1620 913 95.0 5700 0.48 0.44 2588 1710 878 100.0 6000 0.47 0.42 2634 1800 834 The Maximum Storage is: 1527 cf The time of concentration is: 11 minutes The undeveloped flew out is: 0.30 cfs Ten Year Storm Calculation Date: March 16,1990 Project Name: riduemc.nt estates 4th addition Description: plat t t Intensity ODev VIn VOut Storage (min.) (sec.) (in /hr) (cfs) (cf) (cf) (cf) 5.0 300 3.18 2.86 1151 300 851 10.0 600 2.24 2.02 1621 600 1021 11.0 * 660 2.13 1.92 1697 6E0 1037 15.0 900 1.77 1.59 1791 900 891 20.0 1200 1.45 1.30 1859 1200 659 25.0 1500 1.21 1.09 1878 1500 378 30.0 1800 1.04 0.94 1895 1800 95 35.0 2100 0.91 0.82 1904 2100 --196 40.0 2400 0.82 0.74 1937 2400 -463 45.0 2700 0.74 0.67 1948 2700 -752 50.0 3000 0.68 0.61 1973 3000 -1027 55.0 3300 0.64 0.58 2030 3300 -1270 60.0 3600 0.61 0.55 2100 3600 -1500 65.0 3900 0.59 0.54 2209 3900 -1691 70.0 4200 0.58 0.52 2310 4200 -1890 75.0 4500 0.55 0.50 2360 4500 -2140 80.0 4800 0.53 0.48 2397 4800 -2403 85.0 5100 0.51 0.46 2468 5100 -2632 90.0 5400 0.50 0.45 2531 5400 -2869 95.0 5700 0.48 0.44 2586 5700 -3114 100.0 6000 0.47 0.42 2633 6000 -3367 The Maximum Storage is: 1037 cf The time of concentration is: 11 minutes Bowstring Computations Designer: gsn Basin: dl u E STA.1,1 gp.S N Vz- 1 _ mi lat) CO \-0 • C L -5A c_ P•gC 2.soo - 35111--1 N -)4 - 114: 1- r I A f-r. 7- '1( 36 Cf - r• I V to 00 f.T. + 10 VS 7 -Z % 72....1,-.2_71_-_@._-____ L. ... trT . - ...-..- , piz-Ives . _ .1.P• t ... Tht3Tht..cOO _ 1 ; ft• Ggrass - 4- Si 92-5_fi -1_2- Ft = 15 i - 1/4 1 7- 7z. ‘ 2- Oti Sip F-P•G 'a V 0 i..- U Yvl E ff- 6_2 CI I .c..D t &Bill el - 17- IN V glDeEMONJ ESTATES 4 A1/401>ITION NO. I22-R 5 1 - Dg -1 / 41 Atcr_e_S_PRalliAG.E.___ . __C__&(4,44.L.fst.1.019-Si t .._....__ir.A. 6 2/iPitc.VVi 25 ... e\AL-oe-sp.o._ FT. - 7- r _ I SV V OLUMS .1._ swpore : Cwt.* Ne...epeo P4/4.■ t-MS LE : gIDGevYlDNT e STATES 1-1! ADDITION) t4O. rza-cto j-)H ‘ Dia _t A4 C-Nt• t9a,a 242-4clo (le-wt') - - - • 9-1--rFT. 1 g4i --- c(f, 11+S3:11 To 13 = W2 ' Ft - 5 Il .1 - r 59.14 z 117_ FT. -(2_ pg■Je5@, 16F 1.L1 z- et -1E 3.51- z "kr T te ANklA Cdtr\a_A-/ 3 ------- V • - 1 / 4 ' A DRYWELL 6 fl Swp,LE sToRP•46- tot "or oF ttatmeWP./ 13 EASEmENT - • 05.1167 ' 99 1-*-76. NOR-mAt. Swk..g StoPE 139- - 15 EASEMENT - - ie. • - toe- °9 oP PRivewhy 0.1(6_,j_ Ft/et 1;1:1 ( 4 - 43 1FT--- toc-' - 41.1 Tit / s.9 1 ES - rt. - TES * P■cn -41 0 DUCT rfirc rr flflt oCifift cor ' - ° t4 i ctia-r 4 fr is. 5 0 Dios ft-10 CRDSS-SEcTIDNAL AREA. DE SvJemet : PONP t*TrOWt 14 0. 122. 2123190 (itc-ven) 6°- ?crib; ts6TTOCA 04-40:2.9 LEFT I -31 CROSS- secTIDNAL taszeft. OF SM.LE t i- t Lob 0.4•8 2.00 CONC. Cuize t IC..0. 1 (iD X4, Z. t05.40 103.36 e 0 Gosh- • 115.00 100.00 —I C • • 15 Dra eaStSnani- SIngte. Barret Drywall jape A Spokane. County Standard Meat Fran Grate ;Type 3 5Th. 13 93, 23? ikodf PAsvrt Top Grate .,Etev.3T- 1 4 BLOCK 4 95 .0D 3 4 A,1 • rat tO0 • ; • '', C.; I_ • j. V; C • • .. "f›. h•o.3 „ ‘0 i nk Single. Barret Drywel Spokane County 5toQ Atkat Fran's- 4 Grate Top of Grote Elev. 32. 6 8 n 8ar4 "'SPE • 1 25 DATE= • PROjECT NAME = RID(HNC) DESCRIPTION = STORNWATER SUBAREA 1 = ACF2ES subnsEA 2 = 1.72A/ACRES TOTAL AREA = 2.02 ACRES OVERLAND FLOW VALUES • = / L = 405., N = . 4 S . 01 CHANNE A L FLOW VLUES //// L = 118 Z1 = 36 . Z2 = “172 N = .016 • = 0 s = .006 TB = .1712 CONFUTED VALUES BUR = 11.97 110 = 1.35 U10 = .9SM OA = .98 RA FORMULA HYDROLOGY DESIGNER = K W NOMULKIN LETARIS 4TWADDITION DRAINAGE #DSP o fLoW 6tAflCW. DEPRESS/ON fl ■ FAG, - 7,53 Ft Culze. 0,k3 S" BASIN D2 SUBAREA 1 kNNUkB COEFFICIENT = SUBAREA 2 RUNOFF COEFFICIENT = COMPOSITE RUNOFF COEFFICIENT = / .2617233130614 \-\° 0 C A. q• 4.1 n 1> ■ p � BOWSTRING CALCULATIONS DATE = 2/26/70 DESIGNER = K W OCMULKIN BASIN D2 •� PROJECT NAME = RIDGEMONT ESTATES 4TH ADDITION DESCRIPTION = STnRMWATER DRAINAGE t � Inten Qdev. Vein Vout Storage (sec.) (in./hr") (cu. f1^) (cu. ft.) (cu. .FL.) � 10,0 60u 14.0 * 838 15,0 J 90O 20.0 1200 25.0 ' 1500 30.0 1000 2100 2400 2700 3;0o 3300 A0.o 3600 3700 4200 4500 4800 25.0 5100 5400 95,O 5700 100.0 6000 3.1: 1.60 675 90 52Z 2.24 1.12 951 120 77l 1.85 ,?G 1099 251 347 1^77 . 1107 270 837 1,45 477 360 7 1.21 .64 1140 450 690 1.04 .55 1115 540 . 605 .91 .48 1146 630 Z16 . 82 ,43 1162 720 442 .74 .39 1166 810 356 . 68 1179 900 279 . 64 .34 1211 990 221 ' 61 ^32 1251 1090 171 . 60 .31 1315 1170 •145 . 58 .31 1373 1260 113 . .J6 1402 1350 52 . � 3 "28 1423 1440 . 1484 1530 -66 . 50 426 1501 1620 -119 .49 .26 1548 1 710 -162 ` 48 .25 1593 1000 -207 THE MAXIMUM STORAGE SK 847.102312 CU FT.� * The time of concentration .is 13.97063 minutes. The Undeveloped flow out i� "3 c^f.s^ --__---_ TEN YEAR STORM CALC 1 1 i j; j I i i 1 1 1 �, ., . . l . . i ..., 1 1 1 1 1 I I -..r" 1 Lill, 1 I I ! 1 1 1 11 I 1llli;l 1 1 1 1 1 � I " ; 1 ! ! ! 4 i 1 !lily Itr L I 1 t ; Tr I � 1 I � , - ; I Tfr I I I I +T 1 i, I LJ -1.LF 1-4-1_,_ ' 1 f �• 1 — - - • 1 ; I I II 1 � :' _ — 1 — i - 1 I, r I I 1 11 1 �µ i ! I I I ■ [ Fi- ./ L I I i I �I , 1 I. i I —a— r . 1 I 1 I C 1 1 , 1 I j I I °i I \ -S X r I .. I�IT Li I -I - 1 II{/ y 4� /�o■.Ir� I 1 1 I I 1 I 1 I I A , • I i 1 1 1 1 1 j I I I I I` y ' ° 1 1 1 1 1 1 1 r `' �� 11 .�I' 1 1�I -1 � 1 i 1 1 i j + 1 I 1 I II 1 1 11 I 1 _L A 1 1l I I I I 1 1 I I II I 1, 1 , 1 I 1 1 1 111 1 1 1 1 1 / % I iI l lI ,! I I I 1 1 1 1, 1 LHIIH. -± —I NM N■■■■ H 11111111M1111 -..r" 1 ■■NTaria a/ M =rat / � UMSE3 u- - 11IIIMEg 1 ir. a o •\ 116, 1 III RIFF uI , II —LT — [ Fi- -i --1 'For, , 1 1---1-----1 r . DEPTH OF FLOW - y - FEET .01 .02 .03 .04 .05 (o) DISCHARGE PER FOOT OF LENGTH OF CURB OPENING INLETS WHEN INTERCEPTING 100% OF GUTTER FLOW (b) PARTIAL INTERCEPTION RATIO FOR INLETS OF LENGTH LESS THAN L .05 .06 .06 .10 .4 .5 .6 .6 L /La CAPACITY OF CURB OPENING INLETS ON CONTINUOUS GRADE FIGURE 16 6 -39 1.0 • 1.0 .6 .6 .5 .4 .6 .6 .6 .4 .3 .2 Oa L .10 .10 06 06 05 04 03 02 01 1.0 0 a • gnDcw1orrr e STfCrES DTW NJ a ST 0 Z. V14 V4 PT ER-,_ DtPI @N OE _CA Laid LAT I 3/1/ itt135 - ts Do FT• I N /kg r NI 2 " )4 93 , 9 1 F -z. D'itik TAN 1 = :2- - 2- - r, 0031 + 1000 FT: 1.-Crr 5 . e Plz%VeS LOT &• RN Lott s- z • 2 2, - 5 ...Q.4€17j.:-. - t•- -6)0 52 • S3 211 Ft - _15.7e.-Sa_n_s_35912_41 ftJfl .e: A 1/4 GE _ L1 -4 - o . g cc' VP I- ILYY1 E RE Glalma_a_ilso_E. 4 14 z -1—V-44/1/45\ II•4. ?°r) DO cs 0 q 2 8 - 000 T g1D6evvIONT esTATes 11 ADDITIDNJ k ‘5 - roszvA \N S..___p_gNIN /9.6E _CASC...e_AA LSI to .N\ _ _ 2124/9v . VOLuvviS • TO 3-y-c.1.12 kk(g -4,100;e7C z. u 2- it- • SNAIP".--e ( Wirt 3.51- ? = 4-15 NaeDet:)% 0 "Sore 57012-p.6er ReQuigeD 7.. c14- Ft -- . - - rs<pe " DrzYwELL+ 245 . f-7, 3 swf.t.c sTogx4E 1\l(MLASSLE - FT. 3 5r 94 > 245 NO. 1t7-q0 • _10- 13 -15 EASEMENT- -_.. _.. _.._....I. -tor of DRweWp:f D I NO�tyyA(./SWALET LOPE... .....SW - B OTT O M to t °....... tot 1z.% e1MDNT ESTATES 4 — " ftvotTlot.1 6� N Q wtPL gere r so N0. I2290 242319D (ICw'rn) - 4 = 0. CONC. Cum • CROSS- SECTIDNAL AREA. DF SWALE / A . 4 zS\ f/ + (y x oa J x 364\ 1 = 1.in t l �La_ 2 CROSS - SECTIONAL AREA DE SWALE : p5 X_a 11) * (%Z,x_Ds.x %931 -4 (C5 x4t ) = 3.54 I.D6 J 0.48 / 2.OD \09.40 t03.36 115.00 100. BLOCK 3 C•or\etruct• 'G Curb Cut.- Q daep.& mtdpetnt ra as 95.07. .. . 106.61 `13 Dra inage Easement — Single: Barrel Drywell a SpoKant County Standard Meta\ Fra.na # Gyrate ,Type 3 STA. St 9S, 23,2 fr e., is' a e t - Top Grate 11 E1ev.32 as • \ *e n t ^ .. .. pr> Single Barrel Drywell ,Type. Spokane County St dart Meta% Fran. 4 Grata ,Type \ STA. II* so, 2312 Av •,25 Top of Grate Elev. 3 tR 6 • O 1 3 1 t 1 4 BLOCK 4 ii i j.r 400 DATE = 3!7/90 PROJECT NAME = RIDGENONT ESTATES 4TH ADDITION DESCRIPTION = STORMWATER DRAINAGE SUBAREA l = .19 ACRES SUBAREA 2 = 1.72 ACRES TOTAL AREA = 1.91 ACRES OVERLAND FLOW VALUES' CL = .l5 L = 405 N = .4 S = "(}1 GHANNEL FLOW VALUES L = 118 21 = 36 22 = .172 N = .016 B = 0 S = ^006 , TD = .1766 COMPUTED VALUES DUR = 14.04 110 = 1.85 010 = OA = RATIONAL FORMULA HYDROLOGY DESIGNER = K W DCMULKIN RASIN O2 SUBAREA 1 RUNOFF COEFFICIENT = .9 SUBAREA 2 RUNOFF COEFFICIENT = . 15 COMPOSITE RUNOFF COEFFICIENT = .224607329843 DATE = 3/7/90 BOWSTRING CALCULATIONS DE9IGNER = K W MCMULKIH BASIN 92 PROJECT NAME = RIDGEMONT 4TH ADDITION . DESCRIPTION = STORMWATER DRAINAGE � t intensity Qdev" Vin Vout Storage (min.) (sec.) (in./hr.) (c"f^s.) (cu. ft,) (cu. ft.) (cu. ft.) 300 3.10 1.36 548 300 249 10.0 800 2.24 .96 773 600 173 14.0 * 843 1.85 .79 / 894 843 �2 15.0 900 1.77 .76 901 900 1 20.0 1200 1.45 .62 925 1200 -275 25.() 1500 1.21 "52 927 1500 -573 30.0 1800 1.04 .45 931 1800 -869 35.0 21()0 "91 .:9 932 2100 -1168 40,0 2400 ^82 .35 945 2400 -1455 45.0 2700 "32 940 2700 -1752 50.0 3000 "68 .29 959 3000 -2041 3300 "64 .27 985 3300 -2313 60.0 3600 .81 "26 1017 3600 -2503 . 65.0 3900 .60 .26 1089 3900 -2831 4200 "58 "25 1116 4200 -5064 73.0 4500 .56 .24 1140 4500 -3360 80.0 4800 .53 .23 1157 4600 -3643 85.0 5100 ^572 .22 1190 5100 -3710 90.0 5400 .50 .21 1220 5400 -4180 95.0 5700 .49 ^21 1258 5700 -4442 100,0 6000 .48 ^21 1295 6000 -4705 THE MAXIMUM STORAGE IS 41644 CU. FT) ��+. ^ .�/ * The time of concentration is 14,043 minutes. The Undeveloped flow out is 1 c.c.s. TEN YEAR STORM CALC lne r .ittor does hereby dedicate forever the streets shown hereon Drain j for ); )11c road purposes. Utili r easements as shown are hereby granted. e easements, as platted and shown hereon, which are for tht� purpose of installing, operating, operating and maintaining drainage swales and drainage facilities to dispose of runoff, are hereby granted. The County of Spokane is hereby granted the right of ingress and egress to all drainage easements adjacent to the public right -of -way. The property owner shall maintain the drainage swale with a permanent live cover of lawn turf, with optional shrubbery and /or trees, which do not obstruct the flow and percolation of storm drainage water in the drainage swale as indicated by the approved plans. The 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. Individual driveway access permits shall be required prior to issuance of a building permit for driveway approaches to the County road system. Driveway approaches shall be constructed in accordance with the approved plan on file in the County Engineer's office. Direct access to 24th_Avenue from lots is prohibited. El*ekt44lot _1 , --3 and aLot -Block S nay require > - non typirca+l driwa s •Block pendin de F ve ev i ew . S f o vedn - driveway locat�ionrLocati sha =11 be reviewed and `approved by Countty Eing`irieers.._J A public sewer sys m wrl -I -be -made available for t - h "e plat and individual service will be provided to each lot prior to sale. Use of individual on -site sewage disposal systems shall not be authorized - I.N..WI o l th i MtL {� �,m,..«, „ S ty,,, x,. F...... s Y � ' i7t,R.r+^?>,� ig .... � he n. < e•tt�x'n t I< 1A�y a t4� t H.a G Qy .,ta;uira t dxiit(�R�ttno a.{i: f x3i Y day of ,I990. Sullivan South Enterprises Kenneth J. Tupper, FINAL PLAT RIDGEMONT ESTATES NO. 4 -1st ADDITION A PLAT IN A PORTION OF THE NW 1/4 OF SEC. 25, T25N, R44 EWM SPOKANE COUNTY, WASHINGTON fl t+iiw. s-A 2 • ID . E m 1 Q W ,l LOWER ,D.RIVEWAY u: — 13.0 .., 7.0 � 18.0 Y -- .... G CAME CuT 1 -c . 10.0 I . 10,0 1 NORMAL SWALE 1115LOPE' 1.5 I 1 __ 1r SLOPE omtN. TOP OF - .„ i, 5' _ .. . CONCRETE DRIVEWAY SWALE BOTTOM " , 1 1 FROM I i f 3 SLOPE -, tAki... I DRwEWAY -10 BOTTOM OF SWALE ZNSTALLI PIPE UNDER DRIVEWAY II ' r RAW ` ' 1 .. E 13 .0 I j . 70 .5 • 180 ,.1 G CURB CUT mvn Pirn, I ,SLOPE, MAX.' ' 13,80110m OF SWALE Ill N W ' . 10,0 - I i 10.01 NORMAtI SWALE . • SLOPE I �� l \_ 1 �—., CONCRETE DRIVEWAY _INVERT PIPE SWALC.BOTTOM 4" DIA. P.V.C. : • • a 1 '• 1 . `....i.. ' • - • - I - 1 1 :$1;E OP,MINI.3.: FROM TOP OF,DRWEWAY _ W LOCATE DRIVEp,Y AWAY .;i " FROM , DRYWE L - i ? ,_ 1 ....., .. . . _CURB OPENING B DEEP �. - t 1 , ' .. _ / Y /; CuR6. OPEN1WG � , 8° DEEP . (LOW. PTa) I W - Uj N . _ - - . a-- - - 1 z .w- -DRYWELL LOCATE ( 4 . [ r . I' I - QRYWELL' . 'I I . EPSEMENT PRNRWA� ' 1 ( ` 'AWAY FROM ' ( ' ORYWRI - 1� • i , w. - 1 ' 4 , `: ° 'I • ? " �LOCATE , / 1 DRIVEWAY 1 rI .. ,DRYWEL . r - 1 • _ 18,� 1B � ',. .. . 1 . -.r 1 i ._ OF: DRIVEWAY I ` ' i : - - 'r . . LOCATE 'CURB'OPENING . I ; , - j •UPSTREAM ; ' ; 1 ; I -. 1 ; , CURB OPENING �8 DEEP C4R8 OPENINfi�A I� DEEP (LOW P"1�� CD I N N ® ° ` ORYW ELL . IF • 70 CURBCfT ' � DRIVEWAY, -. . IS CLOSE, I - jMOVE .1 1 UPSTREIafI,_ y PW � I " 1 IF I TO ' 11 Cu _ DRIVEWAY DRYWELL-- R6 CuT .._. tS CLOSE - ADP:- - r - UPSTRRAM _ _ t DRAINAGE EASEMENT: - - i _ • ' - - ' OF' DRIVEWAY. I 1 _ • 18 J l8 r I. 0F1 DR VE.WAY. r - , POSSIBLE ; DRIVEWAY `CONCEPTS CLARENCE E. SIMPSON ENGINEERS, INC. N.909 ARGONNE ROAD PH: 926 -1322 SPOKANE,; WASHINGTON 99212 I 2 w • 'l CLARENCE E. SIMPSON ENGINEERS, INC.: N. 909 ARGONNE ROAD PH:926 -1322 SPOKANE, WASHINGTON 99212 2 W E� W L W ,t LOWER DRWEWAY ° piw -,c 13.0 a 7,0 . ��/— I 19 /'rn CuT /''/qq to.o .., . ‘0.0 NORMAL SWALE SLOPE I. _ - �- t 0.0333 FT : 1I SLoPE i n um. / 3:l TOp OF DRIVEWAY SLOPE, MAY... 10 B0701.1 OF SWALE CONCRETE DRIV 5WALE BOTTO - \\ \FROM V INSTALL: PIPE UNDER DRIVEWAY RAN; tt 1 1 , . . F 10.0- 13.0 G CURB CUT .. i • W < , 10.0 - • NoRMA� SWALE SLOPS.. -•• 1.5 + f_A-_ • �1 . FROM 3:t EWAY CONCRETE [DRIVEWAY / J `4vD1A ? SWALE BOTror - . . P.V.C. . . . 1 '_'. I S4OP,E,MIN•/ TOP .Of'DRw SLOPE,�MAX.' To Banom Of SWALE • • D LOCATE. DRIVEWAY i AWAY FROM CUR �e OPENING D RYWELL 1 1 l ) CURB OPENING T B DEHP -.6 • • (LOW PT.) - m7 j l N II / p" ;..T VV � -DRY ELL W t_oCA DRWEW AV 4.1-. . I 1 _ I . , ••-pRY . ( I .. : I WELL _• .� + J .. �' E .. AWAY FROM - , '. '• pp l IMif - - DRC EW DRYWEl -1- • le AY AWAY' FROM DRYWELL .te) T LACATa. CURB OPENING UPSTREAM (GARB °PENINE OF DRIVEWAY" I : Cu.RB OPENING , DEEP i 'T .. 1 6 DEEP 10_0W F) co ORYW ELL ._., -•'. __'' .;. • -• �.._ __ _ � � 1' , ,. - 4 I PW .- - 1 r ' • . .. .. E . . IF DRWEWAY. 15 CL1 O$ . To DRYWELL T MOVE CLLR. CUT UPSTREANQ. OF DRIVEtr•/AY . I , / - 1 IF DR VE WAY l5 CLOSE TO DRYWELL Y ADD: I .. " CURB 18 1 $ I Cul' UPETREnM OF DR V EWAY. I 1 ., tfi • posstBLE ; DRIv CONCEPTS CLARENCE E. SIMPSON ENGINEERS, INC.: N. 909 ARGONNE ROAD PH:926 -1322 SPOKANE, WASHINGTON 99212 alma L) 0 0 w 1- 0 z z zo 30 202.5 2.o 202.5 20 0 2025 11 30 /1 5 5 MN. . r1 0+00 00 20 4, �� 3 9 . 93 �`O •: w 8 \O% 5. ■11..e„ 7 1T■ NOTE : Ut i i i- ies 5 - all be. relocated Fr\or - E - o Cons tion. MINN. 11111111111111111111111111 111111111111111111111111= 111111111111111= � � MINIM � �=__ sommmiell mmiumon _TIN - !ME 11111111111111 •1111111111111111111111•1 O 1 +00 om m IMEi n 11 i� " mum u � M wiNENE ===winnE ELMMEM MENNEN MERIEN EMMEN 11 -- _ __ MIEMEN MUM FAMMEN =EMMEN I l m 1111111151=1•111111•1•1111111= INIIIME MIME •MMINIP s I��Pr1'•�1��TiI_ �a���', �� � ��1: / /_A\1�� /aA1IT ICI I •IMO mg 1O<M5Ir 1111MIMERS1121.=•111310 MINIM =MIN mmirmisrmarimamirmsommimmumaimm mum. A1111111113111011111111111111111111111111= E 1 iil liIMivEiAilliffiiWlii m- -MT. El. 111121 MIN= •111•11111 MIP/IIIT1..n/M ITEM/ =MN MINIMIIIMMINNIMI111111 - n - lii1ii11•������_1_�IIIIIM.NIIIIMENE111•• 11■2__MMONIM1•IIIIRTM -II I1M�� 11111MII■ HIM � ___•4_ - -- - /� MINN 11115/111111111•11111•11•1•MIIIIMIIIIMMEM �1EMIE1�� �5•��' A tu• �E_.les1/ .I - = --- �- UNE _ MIIIMM ECIErsallrommwal lialMEINEEM MIME IMMENEE N •• Envoi __. -. 111E1112 OM 1 IML ERIFEMM 111111111111111 MINN 11111111511 MINN 1111111111111111,1■111 11111111111111 ENO= ME E= -O- CC_ MIME Z. [Oa :•i-z MEN UMW MIME 1 ! ■�� 1 1 • :� i`{alIC =NUM y1111E1 I� ■116i111Miiiiii•l 1111111111•1111111111111111111•111 � 1�1A51111 I 1111111M1=1111111 lff/M11•1111•11111111 MIME 1r111•111•11=/111•111111111111111•1 = =MI !2I - = - -i11 11111111111111110111111 IIIIIIMI 1=11111 ii111111111 I /- 1111111111_1111111111/111•1111111 1 NM -- 11111��1 �sM 111t7�1� ���i�1i` - - .I . ..... ..=.. 1111111111111101111111111111111111111111 MINIM 111121111111111 MIN= MN= MINN MEN =1111011 MINN i1 SILI 111011111101 =MIMI a nt -..t �s.Y*I:W 51111 l c1'7.7� A5TTNEl.T.1!'l MPIIII tT1 TS111•1111 -111111111M MIIIIM•MMIIIINIMMIIN 111111111111•1•1•1 11110•10•111111111111•1111111•11•1= MINN MINIMS MINIM =111111M1 51111111Nittruat=oillIIIIIMMIMM1. 1=11110•11= ENNINIMMIllall111111111 MN= MEM nil rd /SW .W1111. 1.111111111113M IMMO= IMO. 1E= MINN 11111111111111 M11111111111•1111111111111 O MIME 111111=111111M11111111 •1101111111 :1As.1!.Tc!!Ma111111111! ...,1111111M1 111111111•111111111=11111.111111101•11110111111 . 741111M11110r01110 E-�-� 111=11111111=1115/111111111111M 1mmmik'mmml � �====Y ► == III NAM 111:12[•1:1211111∎5'iM143 E MINN -1111111111111111/ M OT A11111 i MPREMIll mar. #ilip; amomm;il•C-! fNom'NiPMe.-5ji/A 1T%�01 1C `` 11L`v" M111111111•1111111111111•1 =MN IMMO - 11 ■Ta -i.1 rm1 m`i-.c i al AI ■1 -iQUI A/,■lm m/ 411/_i.7 ■� 11Wjb1 -�l'LL / ► 11111111TJL a1 I1 ■�f1 1►.11111■ AEI `& :t'1 • 11101111Eil II !DI AIWA 1111111111111r1311111=M11111M1111■11 M_,. NM= _ 1111+eM111•11•11N- 1srM ■11�w 1■1�I1�1�■■■11���11� = ""11TNI /L /111��7�►11VI/L�i1I�`( +1�i \� P212ITATL1i \ Irv1 \I 1.710111111N1 =mom mommummummimmommommmommommommommommemmm molls TelLoWill roviso 1. \1 nu■•7aarAli /1oNI 01111110 /e.. /iPl//111111 raw= .1161=iiiijawisIZEIMIJIMAIIII=091911a1111 !!11111111111K1 ►: -.-- `M_II;�ICI I0 �t`- 1: r� - . - =AM MOM 1111 WWI :MIMI 1[010111IMMIN C +O ( \ S 3+ .tJ IS 0 CURVE "A • = IT 4G' 4s EZ = 735.00 T 75.83 L = 15(.12 SO vc 1 P.P. °a. . o • W.V. ° W.V. 24 TH AVE. PLAN VIEW TYPICAL ROADWAY SECTION NO SCALE O pw. Z Id IJ 6 0 W 10° 13- A M =Ili =n _ui =_In 3 3' Co xCo # 10 Reinf. Mesh G" Portland Cement Concrete CROSS SECTION II lo= : 45 25g� 0% ZS° SOD Ex.. Pavement ; _07"18 FT /FT l0 s� - IS >I� 18° •2 T18 FT /FT ASPHALT CONCRETE PA'ETE.NT CRUSHEI0) SURFACIN0. TOP COURSE ORA1NACOE SCALE W 4:c toTTO CLASS `L3" a' co -i PAC - 7 - E, - uEPTH C° r cOMPACTEm CDEPTH (W SbOT SPEC. • TO QE ' CONSTRUCTED WHERE -NOTEb ASPHALT CONTENT 5 3 i-.y To ( 1 /47; (WS SPEC. LOCATION OF DRAINAGE SWALE w/ 4 foot bottom LOTS 1 i 2 , Pal -OCK 4 T■mberlavle Drive LOTS 2,3,4,5 T� BLOCK 4 23F?O Avenue T Cu\ -de -Sac - 1 -- PE A CEMENT CONCRETE CURB SPOKANE COU STANUARI=L NOTE : Crv,she-d sur depths shalt be- adjusted as required b actual `‘R." value soils tests when obto;\ne.d o' • /3 10° DRAINAGE SWALE : TOP OF Son SWALE AREA TO 6E SCOLDED 8 THE DEVELOPER a.- u 2. e \ eC�r ota EX )e., 'iris �e a\ Fray„ Ty pe \ , D r y \Ne.1\ \'rh v er So a ho \E= Cs :Ne SCALE I'' = 50 30 5 . 03 - NBERLA su0 Cl< (- z T �o c„ < • sQ, 2 OD 3 -:3 c BU oCK 2 < 20 b _s s- /3' I I A I I HrT� 151.12 DRIVE 0 o• v % ti v ti 17 BLO 10 L.,- a +00 3 HIGHWAY FEDERAL AID SHEET PLATE 1- SINGLE PLAN AND PROFILE-FULL LINE R/W +00 TYPICAL SIDEWALK SECTION : 24TH AVENUE STA. 17 +32.77 TO 23 +17,77 /kVA All/ 4114/A. o , G 1 4 PER Er. EXis*in3 Pavement Construct S-Ct." Sidewalk 1 �1 Portland Cement Concre *e L SpoKane County Standard 3O STREET CROSS GUTTER /1/ l8 ro 20`�� axisk\n9 Cement Concrete Gurb , Ty,e. "X' TYPICAL DRYWELL LOCATION NO SCALE 6 •�. �- DR`3WELL Dee? Curb Cut NOTE'. Drywe.t\s are not placed directl adjo.cent to curb cuts. See- plan Shee 3 of 3 for location. R/W 13- Z W Id 6 0 z Id - � N E E w S 1" = 50' .. SCALE • S w S . CALE .'' r l' = 50' - - 4Z= 25.00 L = 59.4 / U // 7 U� // i 1 BLOCK I 3 \ . � I I, \: � I \ 0 4) I N i Z o 1 1 Id r ° 20 ' C ' ► \ e �9 0 W O ? 3 z'. _ z4 Y' \ i ENO GJ126 i3t39 �o� I ( 5 CP � ENO 1�RCiJ cCi' 13+19 ' -1 1 , � •.- \11 .79 I � � I I � c 00 03.36 ��8136 . , CURVE aae•a _ , ° O 145 0 Z7 0 � 45 - O 0' a R 4 1 0 k _ T °g g o i k 9 . 14� ir� C' � \ � Dc • � ,, a l � _ � - _ -- X 25.00. g+00 � 8 t5_ to ±on u.m 1 1 __ Pc ,L +°o ' - V / - - - - / C9 � / Q N 18 � R'4s 1.44% - _ - � U _ 23RD - _ �- T AVE z�o. s 8s° �_ _ --• — — � 1t• G oCv � a �o ��$ 18 - �' \ v g � O, ( � _ Q 8 � W M 8 :9JG 105.00 1 ' ,� 3 � � = 13;' 51 = 25.00 � / O� V n c� - � cdl � M <. �° TC4 L = 59.74 (G / / Cv N a . 3 \ L = O.3 C°G e - / l ` • r 9 • -P � 3 5 I R L = 6o.G3 3 3.25- C ` �S ` Z 3 zs zs f t(1 U a � O otia�\. I 1 i i S � �� � n _ _ I _) S 3 ° - I 3 R ll _ .92 9 `L 1 I i . � j 4- 1 c S BLOCK 4 I i m � _ t t94 41 I ______ _ __E ___ ORJZ 1 = 50 ___________ ____ _____ __ fYl 2035 2030 -` - _- _ _ _. . -. - - -- -- - -- - - - __- -- - -- -- -- — -- -- -_- ---- -- - -- -- -- -- - -- n= - I I 1\ I n IW / - - - - --- - - ---' % r""�• E 20 2r_, - - --- v M - - -- - - - - - - 2035 2030 - - - - - -- - _ - -- 4 - - -- -- - - - -- - - --- - -.. -..- -- - - 0 - -. -. --- -- - - - -- - -- _..- -- - - — - - - -- _.. _ __. -- -- I j 8[c £ I 1 RIME di r 2025 . - - - - - - - - - - - --- - - - - - - - -1- - --- _ _ - _ - __ _ - _ - a` —. _ 2035 - - - - _ - _ )1 - _- - -- - - I I ' -i�� _ .. 2 1 __ - l - (0 . - — L l 2030 - - - - • - --- - -- . - - - , . -- - - - - - - - - ---- -- _+ I- - — - : __ ii —:— - — - f - - - -- - -, — _ , ' . ' 2025 - - -- - - - - - -.- - - - . _ - -. -. __. — { -_. .__. - F _. _ _- -. - - - ---- -._ ^ - _ — - .-_ x t , 7- 8+ 5 +0 C +00 101- + l ch1ECKE 3 C C 5 S;'ic' 12290 Z OE 3 z 0 MEM • Stormwa-ter -Flowing 1 s: Addi-ti witl lie o• -Future. E . dgemortt w \1\ be Considered 'tn dro:triage Plans. NOTE: off Ridgemon-t Estates No.4 within -the drainage areas Estates sabdivisions , and - future R!dSemont EStotes' • • Construct 3 Curb Cut 8` deep @ STA: Construct 7' Curb Cut 8 "deep @ StA. 7 Single Barre\ Drywell,Tpe A Spokane County Standard Metal Frame # Grate Type. 3 STA. 7+40 23RD Ave. 25' Rigtn• To Grata Etev. 2o29 Construct 5' -G' Cement - Concrete- Sidewalk S-ta. 1 to 23 * 17.77 , Le •r 30 15.00 0 0 1fi tri 0 Construct - 7' Curb Cut 8" deep @ STA. 4 -t 5o Construct 3' Curb Cut B" deep STN.4 -t5o 81.36 • o.6o'ro tZ5.00 100.00 115.00 95.07 114.94 79.93 0/ ,, T \ 1 / W \ 4 i Q \ s \ I0 W P.P. F. � wv. Construct wheelchair ramps at curb radii per 5po■ane Couvtty Standard 4, 5.5. MN. w.v. 18 25 --- 01 o of 0 25 +� 5 W r �tg +�z.77 i7 // 8 ±55 _ 23 RD Single Barrel Drywell,Tpe. A Spokane County Standard eta\ Frame Grate ,"Type 3 STN. 4+45 , 25' Right To Grate. , Elev• 2oZS Construct G' Cur Cut '8 deep @ midpoint radius 95.07 106.61 Drainage. 5asernerrt Double. Darrel Dryvtetl ,Type B Spokane. County Standard Metal Frame 4 Grate ,'Type 3 sTA. 8 t 93, Z3R9 pve , Z5' fdigt•rt To Grate , E teTt.3 115.00 94.93 24 # 2 to O. 270.00 0 O t(1 0 0 N 0 O O to 0 Existincd Gutter S. nie+ w/ Type 1,Metal Frame # Grate Existing Dr w/ solid may `note cover AVENUE 3 4 BLOCK. 4 335 EXtst\ng Drywe1t5 yn roc sump Rowse Frame and Lids To top surface of sidewalKs 155.00 • 00 "'oo d2Y+f 000 4 0q P.C.11•t 1 \tt s a l 20.00 11 Scale in Feet 50 0 50 m 0 5 II �I _ AVENUE TYPICAL . ROADWAY SECTION NO SCALE I00 C 5 er d 47,e Q - 3 286 \5 \ \1 6 r a , \ \5• w � / ..��� S� ti \3' �ro,,,r`o9 Double Barrel Dr well Spokane County Sta Meta\ Frame Grate STA. 11t 2.3 RA Av t Top of Grate E.1ev. 32. .■ •• S 0 0 0 v E W 0 W •E Grass Sod 7 1 0 ,Tpe ndard ,Tpe. 3 1 • , 25 Right 10.0 .1 6 � /FT 1 \3.0 LEGEND R/w .C. 10.0 TA LOCATION OF DRAINAGE SWALE w/ 4 foot bottom LOTS 1 T2, BLOC<. 4 Titmbertane Drive. LOTS 2,3,4,5 TG , BLOCK Z3 Avert e_ # Cul - -Sac. N D O w P 0 V 50.00 " 7 t - - -� - - = - RUNOFF FLOW D1RECT1O• DRAINAGE AREA t30U■DARY 4 . ' ■ F eo 2. 5.0 Aspho. \t Concrete Pavement C to.SS ,. 13 ° , 2:' Compacted Depth Asp1r\alt Content 5V to G kq. (W.S.D.O.T. Spec.') • 18.0 0218 F' o Crushed Sur To Course --� Co" Covn,oc Depth (w.S.D.0.T. spec. Type "i ' Cemeh Concrete Curb, - . Spotcone. County Standard NOTE : Crushed surfacing depths shall be. adjusted o,s required by o.ctuat "R" value sot \s - tests when obtained - From \nt.S.0.0T. o- C Top Curb 18.0 25.0 .0218 FT./ FT. Grass Sod 4.0 i 4 • • • • . , • . ° • Gutter Line -- Driveway Cut De.presston v \0.0 Cevnent Cortcrete Driveway,. O.S 0 o 0 0 ° $o o / \ Transition Dr \veway # t 13.0 DRAWN BY: CHECKED BY: 10.0 t.5H -3.4 2 \ 8 9 3 10.0 Varies 5.5 �IvJ 10.0 TYPICAL DRYWELL LOCATION NO SCALE Drywei\ NOTE : . Drywells are not Placed directty adjo.ce.nt *o curb cuts. See. ptavts -for drywell location DETAIL : TRANSITION IN CURB AT DRIVEWAYS AND DRAINAGE CUTS Drainage, Cut 7ra.rtsition s TYPICAL DRIVEWAY SECTION NO SCALE Normal Swale slope O.O\G-1 FT /F Swale Bottom low 4.0 t. \� DATE 13.0 10.0 Curb Cut Depression 7.0 'I 18.0 DRAINAGE AND STREET PLAN DRAINAGE AND STREET PLAN TIMBERLANE DRIVE, 23RD AVE., PROJECT NO. 12290 8" deep Curb Cut Co "Curb Cut 1. I Slope ,min. 3'. t slope., max. - From top cr driveway to bottom o-F swale. s v 1 tti W ill Drainage swale with 4 - ft. bottom +o be Corts where noted. DEVELOPER v v RIDGEMONT ESTATES N0.4- I Sr ADD CLARENCE E. SIMPSON ENGINEERS, INC. N.909 ARGONNE ROAD PH: 926- 1322 SPOKANE, WASHINGTON 99212 DRAWING NO. 3 o 3 11x46'49" 735.00 75.83 151.12 A Nikon DTM- 1 station and a one second Jena Theodolite with Mac EDM was used for this survey 93`57'32" R = 20.00 T = 21.43 L = 32.80 FOUND BRASS CAP W/ X IN MON. CASE RP's NAIL a TAG 18091 IN PP S30 73.16 X IN S FLANGE BOLT OF FN ' N62E ,60.73 X ON CURB ER N62 °W,51.76 LOT BLOCK AREA 1 1 14,290 SQ. FT. 1 12,414 SQ. FT. 1 2 13,164 SQ. FT. 1 3 14,691 SQ. FT. 2 3 12,500 SQ. FT. 3 3 12,611 SQ. FT. 4 3 12,190 SQ. FT. 1 4 14,288. SQ. FT. 2 4 14,290 SQ. FT. 3 4 13,792 SQ. FT. 4 4 20,271 SQ. FT. 5 4 19,580 SQ. FT. 6 4 15,476 SQ. FT. FOUND PK NAIL RP's X 2' SOUTH OF CURB ER, ;''N 35° 13 "E 42.65 NAIL a TAG 17363 IN PP. N'48 °049`W, 46.93 X 7.4 EAST OF ER CURB,'N69 °53'E,53.58 = Set 1/2" rebar cap # `8642/9967 or as noted. = Point found, as-- noted. = 'Subdivision boundary Th e bearing of S 89 ° 32'42 "E along the centerline of 24th Avenue as per- ! Ridgemont Estates as recorded in Book 12, page 36 of Plats in Spokane County was used as the Basis of Bearing for this p lat. SETBACK! LINE 13' DRAINAGE AND UTILITY EASEMENT 125 I ;l l r' i" Q 1 1 13 DRAINAGE AND:: j i UTILITY EASEMENT I 95.07 40.00- Spokane 1.0 STRIP, L- 2n :9 -2 S89°32'42 2554 / "2558 1 108.40 N 77 ° 07T50" W(R) _ . N 77 "W(R) 201 25 13 fi 1 ! ® ► ... I ' N 85 45.07 Spoka Y County Treasur?r. 1W I3 1 1 1 t _1`5.00 rei 1 , . i S 89 °32`42 "E o 0 z i -;1 1 1 1 to 1 1 .0) 0 1 Ij 25 25 1:I BUILDING 1 I SETBACK LINE t03.36 270.00 S 89 °32`42 ° E Spokane County Engineer Examined and app4bve th s day of Spokane County Utilitiesirector Examined and approved this < =' • ' day ' of and approved this Spokane County Commissioners hairman Dep ty day of Deputy -- BLOCK 374.46 !,00.00 2 BUILDING SETBACK LINE AVENUE 106.61 N 43°02'01 "w (R 1 55.00 20.00 13' DRAINAGE AND UTILITY EASEMENT uired taxes o e herein platted land .da of �.�.. ,1990 Spokane County Planning Department Director Fxaained and approved this 11 day of r . mom" ,1990 fn County Health "District Health Officer I0' UTILITY EASEMENT BUILDING SETBACK LINE 150.00 AVENUE - - 1871. This map correctly represents a survey made by me or under my direction in conformance with the requiremef ..the Spokane County Subdivision Ordinance. FOUND PK NAIL FOUND 5/8" RE BAR WEST LINE OF RIDGEMONT ESTATES STATE OF WASHINGTON)SS COUNTY OF SPOKANE .) on this ? 0 day of '7'-'-' , 1990, before me personally appeared Kenneth 3.. Tupper known to be Managing Partner of Sullivan South Enterprises, a Washington 'partnership as the individual. who executed the within and foregoing instrument and acknowledged the same to be their free and voluntary act and deed for the uses and purposes herein mentioned. Kenneth J. Tupper presented evidence that he is authorized to represent all the partners in partnership. IN WITNESS WHEREOF, I have hereunto set my harrd and affixed my official seal the day and year first above written. Ic y commission expires F-7 Notary Public in and for the State of Washington Residing at --&. -- . a • - , Washington KNOW ALL MEN BY THESE PRESENTS, that Sullivan South Enterprises, a Washington Partnership has caused to be platted into .lots, blocks and streets the land shown hereon as "RIDGEMONT ESTATES 4TH ADDITION" and described as follows: That portion of the NW 1/4 of Section 25, T. 25 N1. , R. 44 ` E.W.M. described as follows Begin at the W 1/4 corner of said Section 25; thence S 89 32'42 "E 733.35 feet along the centerline of 24th Ave; thence N 00 °39'38 "E 30.00 feet to the North line of 24th Ave and the True Poir(t of Beginning; thence N 00 ° 39'38" 125.00 feet; thence S 89 ° 32'42 "E 15.00 feet; thence N 00 ° 39'38 "E 300.00 feet; thence S 89®32'42 "E 374.46 feet; thence -N 85 83.88 feet; thence N 67 77.37 feet; thence S 30 ° 47 1 51 "E 125.00 feet; thence S 20 °07'32 "W 73.38 feet; thence S 00 ° 39'38 "W 286.77 feet to the North line of said 24th; thence N 89 ° 32'42 "W 585.00 feet to the True P.O.B. Situate in the County of Spokane, State of Washington. The public water system, pursuant the WATER PLAN approved by County and State Health authorities, the local fire district, County Building and Safety Department, and water purveyor, will be installed within this plat, and the subdivider /sponsor will provide for individual domestic water service as well as fire protection to each Tot prior to sale of each lot and prior to issuance of a building permit for each lot. No more than one dwelling unit shall be placed on any one lot nor shall any lot be further subdivided for the purposes of creating additional lots or building sites without first filing a replat. Individual driveway access permits will be required prior to issuance of a building permit for driveway approaches to the County road system. 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. 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. Lot 3 Block 1, Lot 2 Block 2 and Lot 5 Block 3 as shown hereon are dedicated to Spokane County to be deeded for road' purposes forever at such time as adjacent property is platted. Use of private wells and water systems is prohibited. The piattor -does hereby dedicate forever the streets shown hereon for public road purposes. Utility easements as shown are hereby granted. 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. 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. Individual driveway access permits shall be required prior to issuance of a building permit for driveway approaches "to the Countyroad system. Driveway approaches shall be constructed in accordance with the approved plan on file in the County Engineer's office. Direct access to 24th Avenue from lots is prohibited. Lot 2, Block 1; Lot ;2 , Block 4; Lot 1, Block 3 and-Lot-6, Biock 4 may require non- typical driveways, depending on driveway location. Location shall be reviewed and approved by County Engineers. A sewer system will be made available for the plot and individual service will be provided to each clot prior to sale. Use of individual on -site sewage disposal systems shall not be authorized 1�tITNESS WHEREOF, I have hereunto set our hand and s P c 1 this , day of �C , 1990. Sullivan South Enterprises _...� Kenneth J. Tupper,\Managii g _Partner FINAL PLAT RIDGEMONT ESTATES Na 4 -Ist ADDITION A PLAT I N A PORTION OF THE NW 1/4 OF SEC. 25, T25N, R44 EWM SPOKANE COUNTY, WASHINGTON affixed