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PE-1716-93
[ iE-1716 tEF�PP �/� ->� JF9 fl- /1 7210'13 -113 aaa DAM DEVELOSSIE II) -PLAT FRE- Dlet DATE IS- 3-t1$ ENGINEER'S REVIEW SHEET BLDG. PERMIT # -or -FILE# Related File # ( ) Date to Review 8-19-93 Time # 4 Date to AA & DR 5 -26 -93 Time 1:15 Date Received 5 -5 -93 Project Name DHAENENS SQUARE PUD SITE ADDRESS N 16TH/W EVERGREEN Applicant's Name BILL SMITH/WRS ASSOCIATES Address IPEC -25 S ALTAMONT - SPOKANE WA 99202 Contact person FLOOD ZONE VNO W S SCHOOL 356 PE- 1716.9, No. Lots 72 No.Acres 13 Section - Townshipnge PARCEL # 22544 -2676+ Phone # 535 -1410 Work # Date Conditions mailed m e-) ? Phone # Engineer / Surveyor's / Architect's Name PATRICK MOORE INLAND PACIFIC ENGINEERING 25 S ALTAMONT SPOKANE WA 99202 535 -1410 Planning Contact Person TIM LAWHEAD Phone # 456 -2205 Date Submitted I Description I Initials 25 / I -6 6 15 1 AGREEMENT TO PAY FEES COMPLETED & COPY TO ACCOUNTINC5 �f/.ca 2 / / e lt/' FINAL PLAT FEES COMPLETED & COPY TO ACCOUNTING Zete t 111 / / NOTICE TO PUBLIC # 1 3 4 6 COMPLETED - OR NEEDS TO BE SIGNED /? .3 DESIGN DEVIATION SUBMII7ED- ( q -R / / ALTERATION TO PLAT,- BLOCKS & LOTS "/H / /9 / £ EARING E / XAM J 1 /APPROVE y D / _DENIED- _APPEALED BBC _APPROVED DENIED ent/0i!.,4/% Li / j s h?2><.C.✓ /. ! die A 147'a ,M4QC1, q I GG4 / rrM_12.. C �r. 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PERMIT # -or -FILE# Related File # ( W S SCHOOL 356 Engineer / Surveyor's / Architect's Name Description 0 T t No. Lots 72 No.Acres 13 Work # Date Conditions mailed Phone # I Initials Phone # 535 - 1410 / / AGREEMENT TO PAY FEES COMPLETED & COPY TO ACCOUNTING / / FINAL PLAT FEES COMPLETED & COPY TO ACCOUNTING / / NOTICE TO PUBLIC # 1 3 4 6 COMPLETED - OR NEEDS TO BE SIGNED J -J- DESIGN DEVIATION SUBMII'I'ED _/_/ ALTERATION TO PLAT - BLOCKS & LOTS I Wi l A ,,A ✓t^ -a. ci ` £' 3 A /ILL. _ ! l.aAM 2V /'A -I 9 3 S e ct ion - Township - Range PARCEL # 22544 -2676+ PATRICK MOORE INLAND PACIFIC ENGINEERING 25 S ALTAMONT SPOKANE WA 99202 535 -1410 TIM LAWHEAD Phone # 456 -2205 / / HEARING EXAM _APPROVED _DENIED - _APPEALED BBC _APPROVED _DENIED BEFORE SPOKANE COUNTY DIVISION OF BUILDING AND PLANNING FINDINGS OF FACT AND CONCLUSIONS RECEIVED SEP 121996 County Engineering IN THE MATTER OF AN EXTENSION ) OF TIME REQUEST FOR PE- 1716 -93; ) DHAENENS SQUARE, AN ) APPROVED PRELIMINARY PLAT ) FINDINGS OF FACT WITH ZONE RECLASSIFICATION, ) CONCLUSION AND ZE -26 -93 FROM URBAN ) DECISION RESIDENTIAL -3.5 (UR -3.5) TO ) URBAN RESIDENTIAL -7 (UR -7), WITH ) [PUDE -5 -931, A PLANNED UNIT ) DEVELOPMENT OVERLAY ZONE ) THIS MATTER, a request for an extension of time from WRS & Associates has been received and decided upon, pursuant to Spokane County Subdivision regulation (Chapter III, Section G) and RCW 58.17.140. 1. The individual signing below has been properly delegated the responsibility for rendering this decision by the Spokane County Director of the Division of Building and Planning. 2. The original proposal was to divide approximately 12.98 acres into 72 Lots for the development of single family dwellings. Dhaenens Square, Phase I has been finalized and includes the subdivision of approximately 5.5 acres of the original 12.98 acres into 28 lots for single family dwellings and 3 tracts for common space. The time extension is for the diivision of the remaining 7.43 ± acres into 40 lots for single family dwellings and six tracts for common space. 3. The subject preliminary plat was approved by the Hearing Examiner Committee on August 23, 1993. 4. The proposal is generally located at the northwest corner of 16th Avenue and Evergreen Road in the Southeast 1/4 of Section 22, Township 25 North, Range 44, E.W.M. Spokane County, Washington. 5. The existing zoning of the property described in the application is Urban Residential -3.5 (UR -3.5) previously established as Agriculture (A) zoning in 1959. Pursuant to RCW 58.17.195 the proposal does conform to the requirements of the proposed Urban Residential -7 (UR -7) zone. 6. 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 remains the same since the original preliminary plat approval. 7. 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. Section G states, "Approval of a preliminary subdivision shall automatically expire three years after preliminary approval is granted unless a time extension is applied for." and follows with "Upon application for time extension, the Division Director or designee may administratively approve extensions for up to three (3) year periods provided at least one of the following circumstances is fount to apply:" The following are the relevant sections of Section G and the Division of Building and Planning response: 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: Dhaenens Square, Phase I has been finalized which includes the subdivision of approximately 5.5 acres of the original 12.98 ± acres into 28 lots for single family development and three tracts for common space. Extension of Time Findings File No. PE- 1716 -93 Page 2 2. That the preliminary plat as approved remains consistent with the Generalized Comprehensive Plan for Spokane County insofar as density AND other development provisions apply, and the sponsor has taken substantial steps towards finalizing his plat, which shall include but not be limited to: 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 plat, d. the completion of studies or other requirements which were part of preliminary plat approval; RESPONSE,,: The preliminary plat, as approved is consistent with the Spokane County Comprehensive Plan and the sponsor has taken steps to finalize portions of the plat. 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 extension which the project sponsor would normally fund. RESPONSE: The sponsor has taken steps to extend and provide public services as conditioned at the time preliminary plat approval was granted. 8. 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 Division of Building and Planning. 9. This is the first request for a time extension. The total life of the preliminary plat has been approximately three (3) years. 10. The following facts are also relevant. a. The sponsor for the project identifies the following progress toward finalizing the plat. 1. Dhaenens Square, Phase I was finalized on November 23, 1994 2. Street, water and sewer plans for Dhaenens Square, Phase II, are 90% complete. 3. The final plat and Planned Unit Development plans for Dhaenens Square, Phase II have been submitted for review. 11. The applicant/owner should show substantially greater progress toward complying with Chapter III, Section G, of the Subdivision Ordinance before requesting an additional extension of time. DECISION BASED UPON THE ABOVE Findings of Fact and Conclusions, an extension of time request for application PE- 1716 -93 is hereby APPROVED until October 1, 1999. CONDITIONS OF APPROVAL Those previous Conditions of Approval specified in the Hearing Examiner Commitee Findings of Fact, Conclusions and Order, dated August 23, 1993, together with the following updated conditions: SPOKANE COUNTY DIVISION OF BUILDING AND PLANNING 1. 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. 2 . The preliminary plat is given conditional approval for three (3) years, specifically to October 1, 1999. The applicant may request an extension of time by submitting written request approximately forty -five (45) days prior to the above expiration date. Extension of Time Findings DATED THIS L-A DAY OF _RA 0 7 (1 ' ,(U'l 2 'J Francine Shaw Planner II enclosure File No. PE- 1716 -93 Page 3 Pursuant to ESHB -1724 and the Spokane County Board of County Commissioners Resolution No. 96 -0293, this document is also considered the NOTICE OF 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 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 456 -2205. c: 1SpokanetCounty- Divisioniof /Engineering;and:Roadsf, Spokane County Division of Utilities Spokane County Health District Spokane County Division of Buildings Spokane County Parks, Recreation and Fair Fire Protection District No. 1 Vera Water District Central Valley School District Spokane Transit Authority WRS & Associates, P.O. Box 14084, Spokane, WA. 99214 Inland Pacific Engineering, 707 West 7th Avenue, Suite 200, Spokane, WA. 99204 File INTRODUCTION PROPOSAL -1 5 -73 SPOKANE COUNTY HEARING EXAMINER COMMITTEE FINDINGS OF FACT. CONCLUSIONS AND ORDER This matter has come before the Hearing Examiner Committee on August 19, 1993. The members of the Committee present are Harry Gibbons, Chairperson, Jan Reuter and Lunell Naught. The sponsor, WRS Associates, requests approval of a Preliminary Plat, PE- 1716 -93, of Dhaenens Square and Zone Reclassification from Urban Residential -3.5 (UR 3.5) to Urban Residential -7 (UR -7) with Planned Unit Development Overlay Zone within the Aquifer Sensitive Area Overlay Zone (ASA). The proposal is to subdivide 13 acres into 72 lots for single family residences and 3 tracts which will be used for neighborhood parks and open space. FINDINGS OF FACT AND CONCLUSIONS 1. The property is generally Located at the northwest comer of 16th Avenue and Evergreen Road, in the southeast 1/4 of Section 22, Township 25 N., Range 44 EWM, Spokane County, Washington. 2. The committee adopts the Planning Department Report as a part of this record. 3. The existing land use in the area is single family residences. 4. The proposed use is compatible with existing uses in the area. 5. The Comprehensive Plan designates this site as Urban. The Urban category is for the purpose of creating a "city like" environment, including residential net densities (excluding roads) of 1 to 17 units, or 6.7 units for this proposal. 6. The proposed zoning does implement and conform to the Comprehensive Plan. 7. The Arterial Road Plan designates Evergreen Road and 16th Avenue fronting the development as Principal Arterials, with recommended right of way widths of 100 feet. In order to implement the Arterial Road Plan, the County Engineer has required 4 feet of new dedication along Evergreen and 14 feet along 16th Avenue. In addition, the County Engineer has required 16 feet of future acquisition area to be set aside along Evergreen Road and 16th Avenue. 8. The existing zoning of the property described in the application is Urban Residential - 3.5 (UR -3.5), previously established as Agriculture zoning in 1959 and reclassified 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 proposed Urban Residential -7 (UR- 7) zone reclassification and the Planned Unit Development Overlay zone. 8/93 IIEC Order for Pte- 1716 -93 Page 2 9. The provisions of RCW 43.21C (The State Environmental Policy Act) have been complied with and a Determination of Nonsignificance was issued. The Committee, after independent review, hereby adopts the DNS. 10. The legal requirements for public notice have been fulfilled. 11. The owners of adjacent lands expressed disapproval of the proposed use. Primary concerns expressed included the proposed density which is higher than the surrounding area and associated impacts on schools and roads. 12. The applicant has demonstrated that conditions have substantially changed since the original zoning of this area and accordingly, the proposed zone reclassification is justified. Specifically, changed conditions include designation of Evergreen Road and 16th Avenue as Principal Arterials by the Spokane County Arterial Road Plan. 13. The proposed use will not be detrimental to the public health, safety, morals or welfare especially in light of the conditions recommended by the reviewing agencies. 14. The subdivision proposal is generally consistent with RCW 58.17 and the County subdivision regulations, promoting the public health, safety and general welfare in accordance with standards established by the state and Spokane County. The proposal as conditioned does provide adequate public facilities as cited in RCW 58.17.110 (2). More specifically: a. open spaces b. drainage ways c. public and/or private rights -of -way d. transit e. potable water f. sanitary waste disposal g. parks and recreation facilities h. playgrounds i. schools and schoolgrounds j. sidewalks The above improvements are either existing facilities or will be provided by the applicant upon finalization of this subdivision as conditioned by the Committee and implemented by the various County agencies. 15. The Committee additionally supports the request by the applicant to reduce the width of the proposed alley in the design of Dhaenens Square through the design deviation process as administered by the Spokane County Engineer. - CONDITIONS OR CONTINGENCIES APPLIED TO THIS APPROVAL 1. All Conditions imposed by the Hearing Examiner Committee shall be binding on the "Applicant," which term shall include the owner or owners of the property, heirs, assigns, and successors -in- interest. 8/93 I-IEC Order for PE- 1716 -93 SPOKANE COUNTY PLANNING DEPARTMENT Page 3 1. The proposal shall comply with the Urban Residential -7 and Planned Unit Development zone(s) as amended. 2. 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 -7, consistent with the proposed zoning approved with the preliminary plat of record. 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. The Planning Director /designee shall review any proposed final plat to ensure compliance with these Findings and Conditions of Approval. 5. A final plat 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. The preliminary plat is given conditional approval for three (3) years, specifically to \September 1, 1996.---The applicant may request an extension of time by submitting a wriften request approximately forty -five (45) days prior to the above expiration date. 8. 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. 9. Three (3) current certificates of title shall be furnished to the Planning Department prior to filing the final plat. 10. The Spokane County'Planning Department shall prepare and record with the County Auditor a Title Notice specifying a future land acquisition area for road right -of -way and utilities. The reserved future acquisition area Title Notice shall be released, in full or in part, by the Planning Department. The notice should be recorded within the same time frame as an appeal and shall provide the following: a. At least 16 feet of reserved future acquisition area for road right -of -way and utilities, in addition to the existing and/or newly dedicated right -of -way along Evergreen Road and 16th Avenue. NOTE: The County Engineer has required 4 feet of new dedication along Evergreen and 14 feet of new dedication along 16th Avenue. b. Future building and other setbacks required by the Spokane County Zoning Code shall be measured from the reserved future acquisition area. c. No required landscaping, parking, '208' areas, drainfield or allowed signs should be located within the future acquisition area for road right -of -way and utilides. If any of the above improvements are made within this area, they 8/93 HEC Order for PL,-1716-93 Page 4 shall be relocated at the applicant's expense when roadway improvements are made. d. The future acquisition area, until acquired, shall be private property and may be used as allowed in the zone, except that any improvements (such as landscaping, parking, surface drainage, drainfield, signs or others) shall be considered interim uses. e. The property owner shall be responsible for relocating such "interim" improvements at the time Spokane County makes roadway improvements after acquiring said future acquisition area. 11. The final plat shall indicate yard setback arc lengths on curved street frontage 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 or binding site plan, and the applicant shall provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot and prior to issuance of a building permit for each lot." 15. No building permit will be issued for any lot within the 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. A survey is required prior to the filing of a final plat. 8/93 HEC Order for PE- 1716 -93 Page 5 17. 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. 18. A strip of Type III Landscaping, 20 feet wide, is required along the site's Evergreen Road and 16th Avenue frontages. This requirement is in addition to landscaping that may be installed in future acquisition area. A specific landscape plan for open space areas, planting schedule and provisions for maintenance acceptable to the Planning Director /designee shall be submitted with a perfomrance bond for the project prior to final plat approval. Landscaping shall be installed and maintained so that sight distance at access points is not obscured or impaired. 19. The PUD plan shall indicate all exterior boundary setbacks, as well as setbacks from roadways and individual lot lines. 20. A copy of the homeowners /property owners' association articles of incorporation and/or bylaws and/or covenants and restrictions, together with any other provisions for maintenance of common areas and facilities, shall be submitted for review and approval to the Planning Department prior to finalizing. 21. The private roads and/or common areas shown on this plat are hereby dedicated to the homeowners association created by document recorded under State document no. 22. The private roads and common areas cannot be sold or transferred, regardless of any provision in the covenants to the contrary, and shall be considered subservient estates for tax purposes to the other lots created herein. 23. 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. 24. The owner shall negotiate with the County Parks Department and submit a recorded copy of a voluntary agreement making provisions for public parks 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 park facilities must be made conditioned on a future agreement between the plattor and Spokane County Parks Department. 8/93 FIEC Order for Pn- 1716 -93 Page 6 Voluntary agreements between the owner and Spokane County Parks Department shall conform to the requirements of RCW Chapter 82.02. 25. Project phasing shall be approved by the Planning Director or his designee. 26. A copy of the homeowners /property owners' association articles of incorporation and/or bylaws and/or covenants and restrictions, together with any other provisions for maintenance of common areas and facilities, shall be submitted for review and approval to the Planning Department prior to finalizing. 27. The following building setback requirements apply to the project: a. Front yard - 15 feet for living units adjacent to private roads. 20 feet for living units adjacent to public roads. 20 feet for garages. 10 feet for existing house on Lot 1, Block 3. b. Flanking Street - 10 feet. c. Side yard - 5 feet per story. d. Rear yard - 15 feet. 28. Prior to filing all or a portion of a final plat, the applicants surveyor shall submit one or more maps outlined in red of the area being finalized. The scale of the map shall match the appropriate Assessor's map scale. SPOKANE COUNTY DIVISION OF ENGINEERING AND ROADS Prior To Issuance Of A Building Permit Or Use Of The Property As Proposed: 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. Plans, profiles, and cross- sections as designed to County standards showing proposed street center line and curb grades shall be submitted to the County Engineer for approval prior to construction and/or the filing of each final plat; road 0 3. plans to be prepared under the direction of a licensed Professional Civil Engineer. 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. 8/93 HEC Order for PE- 1716 -93 Page 7 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. Individual driveway access permits are required prior to issuance of a building permit for driveway approaches to the county road system. Dedication of 14 feet of additional right -of -way along 16th Avenue is required. 9. Dedication of 4 feet of additional right -of -way along Evergreen Road is required. t �A 10. A statement shall be placed in plat dedication that no direct access be allowed from lots to 16th Avenue and Evergreen Road. 11. Existing county roads providing direct access to the plat shall be paved and /or curbed to Spokane County standards. 12. Sidewalks are required along the arterial(s) on 16th Avenue and Evergreen Road. 13. The word "applicant" shall include the owner or owners of the property, his heirs, assigns and successors. 14. The County Engineer has designated Typical Roadway Section Number Two Major Arterial standard for the improvement of 16th Avenue, which is adjacent to the proposed development. This will require the addition of approximately 13 -15 feet of asphalt along the frontage of the development. The construction of curbing and sidewalk is also required. 15. The County Engineer has designated Typical Roadway Section Number Two, Major Arterial standard for the improvement of Evergreen Road which is adjacent to the proposed development. This will require the addition of approximately 13 to 15 feet of asphalt along the frontage of the development. The construction of curbing and sidewalk s also required. The proposed private road as shown on the preliminary plat serving 72 lots with no extension possible is approved by the County Engineer provided that a design deviation is granted by the County Engineer for a substandard radius for a private PUD Road. 17. Private road(s) shall be improved to Spokane County standard for a private road standard serving 72 lots, and are subject to approval under Section 10.207 of the Spokane County Fire Code. 18. All vested owners shall sign and record private road documents as prescribed by the Spokane County Engineer. These documents shall be reviewed and approved by the Spokane County Engineer prior to recording with the Spokane County Auditor. Recording numbers shall be referenced in the dedicatory language of the plat. 451 8/93 HEC Order for PL- 1716 -93 Page 8 19. The following statement shall be placed in the plat dedication: "WARNING: Spokane County has no responsibility to build, improve, maintain or otherwise service the private roads contained within or provide service to the property described in this plat. By accepting this plat or subsequently by allowing a building permit to be issued on property on a private road, Spokane County assumes no obligation for said private road, and the owners hereby acknowledge that the County has no obligation of any kind or nature whatsoever to establish, examine, survey, construct, alter, repair, improve, maintain or provide drainage or snow removal on a private road This requirement is and shall run with the land and shall be binding upon the owner(s), their heirs, successors or assigns, including the obligation to participate in the maintenance of the private road as provided herein." 20. 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. 21. The County Engineer has examined this development proposal and has detemuned that the impact of this proposal upon the existing county road system warrants the dedication of additional right -of -way and the roadway improvements herein specified. 22. The following statement shall be placed in the final plat dedication: "The private road as shown hereon is an easement which provides a means of ingress and egress for those lots within the subdivision having frontage thereon." 23. The County Arterial Road Plan identifies Evergreen Road and 16th Avenue as Principal Arterials. The existing right -of -way width of 60 feet for Evergreen Road and 40 feet for 16th Avenue is not consistent with that specified in the Plan. In order to implement the Arterial Road Plan, in addition to the required right -of -way dedication, a strip of property 16 feet in width along the Evergreen Road and 16th Avenue frontages shall be set aside in reserve. This property may be acquired by Spokane County at the time when arterial improvements are made to Evergreen Road and 16th Avenue. 24. There may exist utilities, either underground or overhead, affecting the subject property, including property to be dedicated or set aside for future acquisition. Spokane County assumes no financial obligation for adjustments or relocation regarding these utilities. Applicant(s) should check with the applicable utility purveyor and the Spokane County Engineer to determine whether applicant(s) or the utility is responsible for adjustment or relocation costs and to make arrangements for any necessary work. Special Conditions: 25. Proper radii shall be designed for the intersections of the private PUD roads and County roads. Approval by Fire District No. 1 of these radii shall be required. 8/93 HEC Order for PE- 1716 -93 1. The dedication shall state: SPOKANE COUNTY HEALTH DISTRICT r4. Spokane County does not have standards for an "Alley ". The minimum standard for a private PUD road is 24 feet of paving within a 30 foot easement. The 24 feet designated on the preliminary plat for the "alley" would have to be paved to 24 feet. 27. Adequate site distance /stopping and braking distance shall be demonstrated to the satisfaction of the County Engineer. Per the preliminary plan, several existing trees may cause a site distance problem relating to site distance. Several of these trees outside of the easement for the roadway may need to be removed. 28. A property owner association shall be formed for the purpose of maintenance of the proposed private roads in the planned unit development. The association shall be formed in a like manner to other home owners associations. The County Subdivision Administrator shall review and approve appropriate documents prior to recording the final plat . SPOKANE COUNTY DIVISION OF UTILITIES Page 9 "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." 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. Payment for additional general facilities and in -lieu of assessment charges will be arranged. 4. Applicant will submit a construction time line showing which lots are to be constructed and when. Note: Applicant must determine to which 9 lots the original 9 general facilities should be charged. 1. The final plat shall be designed as indicated on the preliminary plat of record and/or any attached sheets as noted. 2. Appropriate utility easements shall be indicated on copies of the preliminary plat of record for distribution by the Planning Department to the utility companies, Spokane County engineer and the Spokane County Health District. Written approval of the easements by the utility companies must be received prior to the submittal of the final plat. 8/93 HEC Order for Ph- 1716 -93 Page 10 3. Sewage disposal method shall be as authorized by the Director of Utilities, Spokane' County. 4. Water service shall be coordinated through the Director of Utilities, Spokane County. 5. Water service shall be by an existing public water supply when approved by the Regional engineer (Spokane), State Department of Health. 6. Prior to filing the final plat, the sponsor shall demonstrate to the satisfaction of the Spokane County Health District that an adequate and potable water supply is available to each tract of the plat. 7. 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. 8. A plan for water facilities adequate for domestic use, domestic irrigation use and fire protection use shall be approved by the water purveyor. Said water plan must have been approved by the fire protection district and the appropriate health authorities. The health authorities, water supplier (purveyor) and the fire protection district will certify, prior to the filing of the final plat, on the face of said water plan that the plan is in conformance with their requirements and will adequately satisfy their respective needs. Said water plan and certification will be drafted on a transparency suitable for reproduction. 9. The purveyor will also certify prior to filing 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 time schedule. The time schedule will provide, in any case, for completion of the water system and inspection by the appropriate health authorities prior to application for building permits within the plat. The contractual arrangements will include a provision holding Spokane County, Spokane County Health District and the purveyor harmless from claims by any tract purchaser refused a building permit due to failure of the plat sponsor to satisfactorily complete the approved water system. 10. A public sewer system will be made available for the plat/project, and individual service will be provided to each lot/tract prior to sale. Use of individual on -site sewage disposal systems shall not be authorized. 11. A statement shall be placed in the dedication to the effect that: "A public sewer system will be made available for the [plat/project], and individual service will be provided to each lot/tract prior to sale. Use of individual on -site sewage disposal systems shall not be authorized." 12. The dedicatory Language on the plat shall state: "Use of private wells and water systems is prohibited." 13. The plat dedication shall contain a statement to the effect that: The public water system, pursuant to the Water Plan approved by county and state health authorities, the local fire protection district, County Building and Safety Department and water purveyor, shall be installed within this plat, and the applicant shall provide for 8/93 NEC Order for PE- 1716 -93 Page 11 individual domestic water service as well as fire protection to each tract prior to sale of each tract and prior to issuance of a building permit for each tract." 1/ SPOKANE COUNTY DIVISION OF BUILDINGS 1. The applicant shall contact the Division of Buildings 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: 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 AIR POLLUTION CONTROL AUTHORITY 1. All air pollution regulations must be met. This includes but is not limited to the following: 2. Air pollution regulations require that dust emissions during demolition, construction and excavation projects be controlled. This may require use of water sprays, tarps, sprinklers or suspension of activity during certain weather conditions. Haul roads should be treated, and emissions from the transfer of earthen material must be controlled, as well as emissions from all other construction- related activities. 3. Measures must be taken to avoid the deposition of dirt and mud from unpaved surfaces onto paved surfaces. If tracking or spills occur on paved surfaces, measures must be taken immediately to clean these surfaces. 4. All traveled surfaces (ingress, egress, parking areas, access roads) must be paved and kept clean. 5. Solid fuel heating device(s) shall meet provisions of SCAPCA Regulation I, Article VIII. 6. Debris generated as a result of this project must be disposed by a means other than burning. 8/93 HEC Order for PE- 1716 -93 Page 12 ORDER The Hearing Examiner Committee, pursuant to the above Findings of Fact and Conclusion, APPROVES the application of Bill Smith for the Preliminary Plat, Planned Unit Development and Zone Reclassification as described in the application PE- 1716 -93, PUDE -5 -3, ZE -26 -93 known as Dhaenens Square. Motion by: Lunell Haught Seconded by: Jan Reuter Vote: (3 -0) UNANIMOUS TO APPROVE THE PRELIMINARY PLAT, PLANNED UNIT DEVELOPMENT AND ZONE RECLASSIFICATION FROM URBAN RESIDENTIAL -3.5 (UR -3.5) TO URBAN RESIDENTIAL -7 (UR -7) ZONING HEARING EXAMINER COMMI l 1 EE HEREBY Al PEST TO THE ABOVE FINDINGS, ORDER, AND VOTE Chairman C. L-k\ no i , 1 (li . t l cy(,; . r ATTEST: For WALLIS D. HUBBARD Planning Director /42 OHN W. PE enior Planner ,312 Date Pursuant to County regulations, any aggrieved party has the right to appeal this written decision to the Spokane County Board of County Commissioners within ten (10) calendar days of the signing of this order. Upon receipt of an appeal, a public hearing will be scheduled. If you desire to file such an appeal, you must submit a written appeal, preferably on forms designed for such purpose, to the Board of County Commissioners, W. 1116 Broadway, Spokane, WA 99260, along with a $200 processing fee payable to the Spokane County Treasurer. If you have any questions, please call the Planning Department at 456 -2205. ROAD NAME Avalon Lane NAME OF PLAT Dhaenens Square Phased ADDRESS OF BLDG NAME OF BLDG PROJECT FEDERAL/STATE PROJECT # REQUEST.FOR DESIGN DEVIATION. $30.00 EXISTING CONDITIONS: ROAD WIDTH No existine road ROAD SURFACE N/A AVG. DAILY TRAFFIC ADDRESS 707 W. 7th Avenue. Suite 200, Spokane, WA PHONE # (509 1 458 -6840 DATE June 9. 1994 CRP/RID # PROJECT LIMITS Plat # PE- 1716 -93:. BLDG# B9 S 22 T 25N R 44E W.M. • PROPOSED IMPROVEMENTS: Addition of private road A: C.P. Current Traffic Count Design Year Traffic Count PROJECT DESCRIPTION The proposal is torsiubdivide 13 acres into 72 lots for single family residences and 3 tracts which will be used for neighborhood parks and open space. PROPOSED DESIGN DEVIATION The proposed deviation to add the intersection of Avalon Lane to 16th Avenue at a distance of 227.82' to the west of Hamer Road, instead of the required 300' separation for maior arterials. (See attached map) JUSTIFICATION: The iustification for this design deviation is to keep the distinction between public roads and private roads. If the private road.(Avalon Lane) were to be aligned with Hamer Road, the traffic flow would be channeled into the P.U.D. and private roads. This is a situation the County and developer both want to avoid. The exactidistance between the two intersections will be 227.82'. There is no alternate entry location off of :16th = Avenue . iahich - meets -the 300' intersection separation criteria and provides access which promotes circulation throughout the plat. 7 NoN, SUBMIFIUD BY Richard L. Mason. Inland Pacific Engineering Co. DATE June 10, 1994 ZIP CODE 99204 ADMINISTRATIVE VARIANCE FEE OF $30.00 PAID TO SPOKANE COUNTY * * * * * ** %I( -RF ES / OT BE REVIEWED WITHOUT FUNDS - CASH/CHECK _ I # RECEIVED BY cp „037e t"C�2/ 2 IT k\0Wesign.del8/93 c� DATE . CU I / Approved Approved w /conditions STAFF RECOMMENDATIONS -� 2ec- comenrail 4PPaoun-t- As 90C a no preen/ %- Pea. Approved Approved w /conditions Not Approved (,K) () () Approved Approved w /conditions 4;Y ( ) 8$3 () AP0/2nUeo sS PRaPoseO Not Approved ( ) Approved Approved w /conditions SPOKANE COUNTY ENGINEER'S DETERMINATION: Not Approved () Not Approved ( ) DESIGN DEVIATION Approved w /no conditions Approved as recommended above Not Approved Project Manager # # J 4 ect Management Engineer Operations Engineer 6 - 2 (1 - 54 1 Date • rt Z7- 9¢ Planning & Traffic Engineer " Date Date Date Spokane County Engineer ISate ft t in .4w kr list itced_ are e _ wp atra-, 76i4 b INLAND PACIFIC ENGINEERING . TRANSMITTAL 707 W. 7th Ave., Suite 200 Spokane, Wa 99204 (509) 458 -6840 Fax (509) 458 -6844 TO: S i'ov---v4+-1.15.7. CD . E .%b tbL - S ) ATTENTION:} 1 FAX No.: PROJECT: t714.vi :r la.le. S 2�uw �� 7 t r'ts j IPE Proj. No.: 93 We are sending () enclosed () under separate cover copies of the following: Description Blueline Prints Copy of Letter �cIL) fit v4i11a t. Original Drawing Contract Documents (1_ t 931-1 ,=tee =`= Work Authorization Report [- �c t t, a qty I LA-7 - ; Description No. Copies II Information Written Approval Remarks Sincerely, By s I I Requested Action ( INLAND PACIFIC ENGINEERING COMPANY, INC. Review & Comments n Distribution Signature & Return / h541/4_1✓_¢. Letter 0� Fax DATE: Lo /14 154, rise - • nv Ct. C.A _ TNC t .. re F -_r rb t rT nn,' K' t� 4 719-4 r54/ rfuY Qu�'rST 10n-/cz t C.,�nnma7�fT'S, Note: If any of the copies are illegible or you do not receive number of pages including this page please contact us immediately at (509) 458 -6840. .4 ROAD NAME �tzt\HITE D B NAME OF PLAT ADDRESS OF BLDG NAME OF BLDG PROJECT FEDERAL/STATE PROJECT # ROAD WIDTH ROAD SURFACE AVG. DAILY TRAFFIC REQUEST FOR DESIGN DEVIATION $30.00 ......_.. _. . ..__.__. _......... DATE --�.... 3 EXISTING CONDITIONS: • rJ IA CRP/RID # BLDG# B9 S 22• T zs R '-44 PROJECT LIMITS PROPOSED IMPROVEMENTS: B �r tT VEn4FA/r <,rcrr0A/ \M/771,A/ A 20 / Fr45EvtlEAIT Design Year Traffic Count NA Current Traffic Count N / PROJECT DESCRIPTION T t4 Sie‘s Sizuavr iC rfa -max. nNiI 13 Ar-Ea iNato LOT . h-1 ►44,4t_-r In 3 7rzita5 W1LA- 71F G,P. SC . A ca=4, T 4vs. /RJn r - to aC it \ 2J Wi t. PP ^POSED DESIGN DEVIATION i4 p_tvt --. � nrrra -i a FLVr atSr'r 3:2 4 iS 'roar .n1 rt ? - Frtx1r 1F ACP'wtF1.I.T Cssa>S .4orrr4L1fE, tAA 114 Altar . __ 1" Yl.(l J 'P V1- 1 eI rr Seer JUSTIFICATION: 1' 1 .a4e.C—EeS, zo-irt IhrL_ LO7 W ITIOM - - aAr . *VE ,err_i**SC amM E nha iydrE 22 tThS "A n2 '' C Zi EktgataSdc -.r LE th_t- S Fe-NI ;=PO EeNfiz tTh. e_ 114-A-1._1 IZof -D "3 " g aA- 3 Ii Lit 4 _ MI•1Thil 44 )Drrico /r4i- vA 2&-,W ntcif •SEENAC M fl-cT *nu _ mpg' 'e' nW__ 'll M -//t9-Y r4ec Ec C, et,--err SUBMITTED BY SP-41e-g- 4. arm 1r4 it A. ADnRESS�' ui, �u/ 5R \A id. P1. .rE # (51" 441? /a D DATE '•" "' ADMINISTRATIVE VARIANCE FEE OF $30.00 PAID TO SPOKANE COUNTY - REQUEST WILL NOT BE REVIEWED WITHOUT FUNDS - CASH/CHECK # RECEIVED BY DATE Plat# 14149 -93 l4Vr r.lb IZ I3 I9 3 ZIP CODE ' P12D4 STAFF RECOMMENDATIONS Z egcon4A4e n F}ffeo✓+3+ N Pelu.srE 20 AA ti) /poi taltwoo4 To /8 of PA✓erteNT A .9-0 FerYr EI&Sp,n e.& . QL4,4sl ce Delite-Tig a 1 , /.4j ij , AvirY ' O u RF A (o TOUT PPfl - 4-14A9 4p40 04,2 APPeol /Pt_, DOES NOT" WAIJE- /LANN„,IC Driktirmact-er RC Out QE-44e,e Approved Approved w /conditions Approved Approved w /conditions Not Approved 3/93 SPOKANE COUNTY ENGINEER'S DETERMINATION: Not Approved O (7 /l l =cn jv /) • / /(�w nnn ✓ /� +/7{77/0 Apped Approved w /conditions Not Approved i) ( ) ( ) DESIGN DEVIATION Project Manager Approved Approved w /conditions Not Approved ( ) ( ) / / / / / / ✓ Operations Engineer Approved w /no conditions Approved as recommended above -- Not Approved ( Planning & Traffic Engineer Date Project Manage +ent Engineer Date Spokane County Engineer N eg —�R - e---- ate Date /- 3 -94 Date December 3, 1993 Mr. Pat Harper Spokane County Engineer's Office North 811 Jefferson Spokane, Washington 99260 Dear Pat, I. rim INLAND PACIFIC ENGINEERING, INC. RE: Dhaenen's Square (PE- 1716 -93) On behalf of our client, enclosed please find two (2) design deviations for the above referenced project. One for a reduced "alley" width from 24' of paving to 18' of paving, and the other for a substandard radius of 109' on private road "C ". Please make a decision for each of these matters individually. We have included check #8811, and #8812, each check for the Administrative Variance Fee of $30.00 ,Thirty Dollars, paid to Spokane County. Please review for final approval, and indicate any additional amount due for review fees. Please call if you have any questions. Thank you. Sincerely, INLAND PACIFIC ENGINEERING COMPANY CA 4...... Bruce A. Howard E.I.T. BAH:wp 707 West 7th • Suite 200 Spokane, Washington 99204 509- 458 -6840 FAX: 509- 458 -6844 ROAD WIDTH ROAD SURFACE AVG. DAILY TRAFFIC 0 REQUEST FOR DESIGN DEVIATION • - .. _DATE • 3 tai 3 - • ROAD NAME amouriE a.'-t, \\ CRP/RID # NAME OF PLAT Plat # llo - 93 ADDRESS OF BLDG NAME OF BLDGPROJECT BLDG# B9 _ _ S 22. T 2C R ciq FEDERAL/STATE PROJECT # PROJECT LIMITS EXISTING CONDITIONS: at . /L- -- &tut._ LL SUBMITTED BY i4CAA ArnRESS 6perrF 7-0D <MY )9-MP Wrt. Pts-SE # Kten asig - icalo PROPOSED IMPROVEMENTS: 2LP Vcvor WIDE "-1\114•T TEIC:VeT5 Current Traffic Count Design Year Traffic Count 2.2.0 PROJECT DESCRIPTION D-iletickUENIC Si3n..4,45 . 7 -- accrit,siry, 12, -e-,Lii5DiviccF Acetic= I k rr 2.. tnr "FEW <i)jbnL r C_ 123E5 rirrNI trc ,+,./p S \mt&1 UL._ 'RE ( b TrIbr2_ hito-- Asto oil P- Pr - nOSED DESIGN DEVIATION ±:law wry: 1 2D1i4 i-k-A-VE A 109 444DIUS \ /11 %en 44R5T •ct •er)/4-r:C. FEE- 4-7.,Z.-.4707 ( . 4rmity r) A-en (dt 4•rnird4fir) Thre..4#+///‘44-9-e-r r artir JUSTIFICATION: -1--iNterrC aOrtt)‘‘C- 1 A- eg"5 PerAt I r, 1 ntth Dt tar Arrisr-A. F; 1)074%i 21) Las. • .... 72 --- 22Ps kee_ • 3) TrPcm- nabs< rinn./ ?P-o\/FD ED on I - n+F FS kait'ste-4r FLYIT PIcate-. 71•1 anatrin• avivre" aco+rDs. 4.)DeLEZ321t2adnif---Eratr---11?1The OM ..0•• Sea aA nh.. • A.E•••:,.._ k- HAW: PDL-11;3LE c pen Fez:Ain-ells:7s , Le‘ 7 )401‘1 Zip Wit niftvr f." 7 snats'Er ae- 'F ste-hr DATE 12 13 /9 3 ZIP CODE "1204 ******* ADMINISTRATIVE VARIANCE FEE OF $30.00 PAID TO SPOKANE COUNTY ******* -REQUEST WILL NOT BE REVIEWED WITHOUT FUNDS • CASH/iTIECK # RECEIVED BY DATE 3/93 STAFF RECOMMENDATIONS £CCcwstrtcno gMPeovy+.- Approved Approved w /conditions ( of ( ) Approved Approved w /conditions ($,) ( ) 11 eommeo d A -nnro✓a Appr ed Approved w /conditions (✓) ( ) SPOKANE COUNTY ENGINEER'S DETERMINATION: Not Approved ( ) OIL p =t2 FUD Not Approved ( ) Not Approved O Approved Approved w /conditions Not Approved (y) ( ) ( ) DESIGN DEVIATION Project Manager /L/ �4 Operations Engineer Approv w /no conditions Approved as recommended above Not Approved ( ( ) ...( Planning & Traffic Engineer /2- -8 -93 193/94 Project Managem8nt Engineer Date Spokane County Engineer -3 - 9g Date 7 Date Date Date December 3, 1993 Mr. Pat Harper Spokane County Engineer's Office North 811 Jefferson Spokane, Washington 99260 Dear Pat, INLAND PACIFIC ENGINEERING, INC. RE: Dhaenen's Square (PE- 1716 -93) 1PE On behalf of our client, enclosed please find two (2) design deviations for the above referenced project. One for a reduced "alley" width from 24' of paving to 18' of paving, and the other for a substandard radius of 109' on private road "C ". Please make a decision for each of these matters individually. We have included check #8811, and #8812, each check for the Administrative Variance Fee of $30.00 ,Thirty Dollars, paid to Spokane County. Please review for final approval, and indicate any additional amount due for review fees. Please call if you have any questions. Thank you. Sincerely, INLAND PACIFIC ENGINEERING COMPANY Bruce A. Howard E.I.T. BAH:wp 707 West 7th • Suite 200 Spokane, Washington 99204 509- 458 -6840 FAX: 509- 458 -6844 NO. 94 1553 /7 /, BEFORE THE BOARD OF COUNTY COMMISSIONERS FOR SPOKANE COUNTY IN THE MATTER OF FILING THE FINAL PLAT ) OF PE- 1716 -93 DHAENENS SQUARE, PHASE I, ) WITH ZONE RECLASSIFICATION, ZE -26-93 FROM ) URBAN RESIDENTIAL -3.5 (UR -3.5) TO URBAN ) RESIDENTIAL -7 (UR -7), WITH PLANNED UN ) DEVELOPMENT, PUDE -5 -93, OVERLAY ZONE, ) IN SECTION 22, TOWNSHIP 25 NORTH, RANGE ) 44 EWM, SPOKANE COUNTY, WASHINGTON ) RESOLUTION BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON, that the Final Plat of PE- 1716 -93, Dhaenens Square, Phase I, with Zone Reclassification, ZE- 26 -93, from Urban Residential -3.5 (UR -3.5) to Urban Residential -7 (UR -7) and Planned Unit Development, PUDE -5 -93, Overlay zone, being that portion of Section 22, Township 25 North, Range 44 E.W.M., Spokane County, Washington, described as follows: Portions of the east half of Block 180 and portions of Block 181 of Vera, as per plat thereof recorded in Volume "O" of Plats, page 30, described as follows: Beginning at the southwest corner of the east half of Block 180, thence north 00 °13'20" west, along the west line of said east half a distance of 484.97 feet; thence north 89 °46'40" east a distance of 87.84 feet; thence south 52 °01'40" east a distance of 100.00 feet to the beginning of a non - tangent curve concave to the southeast having a radius 355.00 feet (from which a radial line of said curve bears south 52 ° 01'40" east); thence northeasterly along said curve through a central angle of 3 °23' 12" an arc distance of 20.98 feet; thence south 48 °38'28" east a distance of 120.50 feet to the beginning of a non - tangent curve concave to the southeast having a radius of 234.50 feet (from which a radial line of said curve bears south 48 ° 38'28" east); thence northeasterly along said curve through a central angle of 36 °28'21" an arc distance of 149.28 feet; thence south 12°10'07" east a distance of 163.93 feet; thence north 89 °56'22" east a distance of 128.59 feet; thence south 00 °03'38" east a distance of 63.39 feet; thence north 89 °53'19" east a distance of 110.37 feet to the west line of east 300 feet of Block 181; thence south 00 ° 12'38" east along said west line a distance of 210.00 feet to the south line of said Block 181; thence south 89 °53' 19" west along the south line of said Blocks 180 and 181 a distance of 669.57 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 consistent with the policies and procedures of the Planning Department. PASSED BY THE BOARD THIS 22 DAY OF NOVEMBER, 1994. ATTEST • W LIAM E. DON Jerk of the Boar By: Rosanne Montague, Deputy BOARD OF COUNTY COMMISSIONERS OF SPOKANE 0 WASHINGTON Ht st d D.E. 0 C on, Chairman Patricia A. Murnmey OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON July 17, 1996 TO: SPOKANE COUNTY PLANNING DEPARTMENT (Current Planning Administrator) FROM: SPOKANE COUNTY ENGINEER . SUBJ: EXTENSION OF TIME, PE 1776-93/Dhaenens Square \'\�� \!kv re: Subdivisions 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. TO: S P o K A N E DEPARTMENT OF BUILDING AND PLANNING JAMES L. MANSON, C.B.O., DIRECTOR DENNIS M. SCOTT, P.E , DIRECTOR Thank you. A DIVISION OF THE PUBLIC WORKS DEPARTMENT Spokane County Division of Engineering and Roads Spokane County Division of Utilities Spokane County Health District Spokane County Division of Buildings Spokane County Parks, Recreation and Fair Fire Protection District No. 1 Vera Water District Central Valley School Distr Spokane Transit Authori FROM: Francine Shaw, Planne DATE: July 5, 1996 \\ SUBJECT: Extension of Time for PE- 1716-93, Dhaenens Square C O U N T Y RECEIVED JUL 0 5 1996 SPOKANE COUNTY ENGINEER The Spokane County Planning Department has received the attached request for an Extension of Time to finalize the preliminary plat of PE- 1776 -93, Dhaenens Square. 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 Francine Shaw by July 19, 1996. c: A. J. Dhaenens, 1404 South Evergreen, Spokane, WA 99216 WRS Associates, c/o Inland Pacific Engineering, 707 West 7th Avenue, Suite 200, Spokane, WA 99204 Enclosure FCU-PE- 1776-93 EXT TIME CIRC MEMO 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 Pnn• (Grim 11A 11 CA r•to Cowwewo1S, SPOKANE 'UNTY DIVISION OF BUILDING AND PLANNING PRELIMINARY PLAT EXTENSION OF TIME FORM Plat Number: PE- 1716 -93 Plat Name: DHAENENS SOUARE # of Lots: 72 # of Acres: 12.98 Sponsor: Address: WRS & ASSOCIATES P.O. BOX 14084 Engineer /Surveyor Address: City, State, Zip: Phone: Owner: WRS & ASSOCIATES Address: P.O. BOX 14084 City, State, Zip: SPOKANE, WASHINGTON 99214 City, State, Zip: SPOKANE, WASHINGTON 99 14 Phone: 922 -0782 Phone: 922 -0782 INLAND PACIFIC ENGINEERING 707 WEST 7TH AVENUE. SUITE 200 SPOKANE, WASHINGTON 99204 458 -6840 PHASED PROJECT (TO BE COMPLETED ONLY IF THE PLAT IS BEING DEVELOPED AND FINALIZED IN PHASES) # of lots originally approved: 72 # of phases finalized to date: 1 # of lots remaining to be finalized: 40 # of acres remaining: 7.43 ACRES 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.) PHASE I WAS FINALIZED ON 11 -23 -94 PHASE II STREET,WATER AND SEWER PLANS ARE 90Z COMPLETE AND THE FINAL PLAT WILL BE SUBMITTED WITHIN TWO WEEKS. JULY 1. 1996 ��gL_zLl DATE APPLICANT/SURVEYOR [[ LIICCC AA ANT /SURVEYOR PLEASE RETURN THIS FORM ALONG WITH $191 EXTENSION OF TIME FEE. 0,) 4 QT -- -- ' {tat- - °� _ - o��, ate¢ { -- - - t - POD? 30.L. ri\sst -eE . -- ti^ - fi _strY _ - -r OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON August 9, 1993 TO Spokane County Planning Department (Current Planning Administrator) FROM: Spokane County Engineers Department ee t4• SUBJ: Subdivision Conditions, Name Dhaenens Sguare PUD Number PE 171E -93 re: Subdivisions The following "Conditions of Approval" for the above referenced subdivision are submitted to the Spokane County Hearing Examiner for inclusion in the "Planning Report" and "Findings and Order" for the public hearing scheduled August 19, 1993. E 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. E 2 That plans, profiles and cross sections as designed to County standards showing proposed street centerline and curb grades be submitted to the County Engineer for approval 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. E 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 he prepared under the direction of a. licensed Professional Civil Engineer. E 5 Construction within the proposed public streets and easements shall be performed under the direct supervision of a licensed 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. � E 6 No construction work is to be performed within the existing or proposed Public Right-of-Way until a permit has been issued by the County Engineer. All work is subject to inspection and approval by the County Engineer, E 7 All construction within the existing or proposed Public Right-of-Way is to he completed prior to filing the final plat or a bond in the amount estimated by the County Engineer to cover the cost of construction of improvements, construction certification, "As Built" plans and monumenting the street centerlines shall be filed with the County Engineer" E12 The applicant should be advised that individual driveway access permits are required prior to issuance of a building permit for driveway approaches to the County road system. E13 Dedication of 14 feet of additional Right-of-Way along 16th Avenue. E13 Dedication of 4_feet of additional Right of Way along Evergreeq_Ayenue" E14 A statement shall be placed in plat dedication that no direct access be allowed from lots to 16th Avenue and Evergreen Road" E16 Existing County roads providing direct access to the plat shall be paved and/or curbed to Spokane County standards. E18 Sidewalks are required along the arterial(s) on 16th Avenue and Evergreen Road. E19 The word "applicant" shall include the owner or owners of the property, his heirs, assigns and successors. page 2 E24 The County Engineer has designated Typical Roadway Section Number Two.Maior Arterial standard for the improvement of 16th Avenue which is adjacent to the proposed development. This will require the addition of approximately 13-15 ft. of asphalt along the frontage of the development" The construction of curbing and sidewalk is also required. E24 The County Engineer has designated Typical Roadway Section Number Twp standard for the improvement of Evergreen Road which is adjacent to the proposed development" This will require the addition of approximately 13-15 ft. of asphalt along the frontage of the development. The construction of curbing and sidewalk is also required. E26 The proposed private road(s) as shown on the preliminary plat serving 72 lots with no extension possible is approved by the County Engineer" E27 That private road(s) be improved to Spokane County standard for a private road Urban/Suburban PUD standard serving 72 lots. Subject to approval under section 10.207 of the Spokane County Fire Code" E30 All vested owners shall sign and record private road documents as prescribed by the Spokane County Engineer. These documents shall be reviewed and approved by the Spokane County Engineer prior to recording with the Spokane County Auditor. Recording numbers shall be referenced in the dedicatory language of the plat. E31 That the following statement be placed in the plat dedication: page 3 WARNING: Spokane County has no responsibility to build, improve, maintain or other wise service the private roads contained within or providing service to the property described in this plat. By accepting this plat or subsequently by allowing a building permit to be issued on property on a private road Spokane County assumes no obligation for said private road and the owners hereby acknowledge that the County has no obligation of any kind or nature whatsoever to establish, examine, survey, construct, alter, repair, improve, maintain, provide drainage or snow removal on a private road" This requirement is and shall run with the land and shall be binding upon the owner; their heirs, successors or assigns including the obligation to participate in the maintenance of the private road as provided herein. E32 The proposed plat shall be improved to the standards set forth in Spokane County Board of Commissioners Resolution No. 80-1592 as amended, which establishes regulations for roads, approaches, drainage and fees in new construction. E35 That the following statement must be placed in the plat dedication: "The private road as shown hereon is an easement which provides a means of ingress and egress for those lots within the plat having frontage thereon." Special Condi.tiorrs: Spokane County does not have standards for an "Alley ". The minimum standard for a private PUD road is 24 feet of paving within a 30 foot easement. The 24 feet designated on the preliminary plan for the "alley" would have to be paved to 24 feet. page 4 E33 The County Engineer has examined this development proposal and has determined that the impact of this proposal upon the existing County Road System warrants the dedication of additional Right of Way and the roadway improvements herein specified. EE1 The County Arterial Road Plan identifies Evergreen Road and lath Avenue as Principal arterials. The existing right -of- way width of 40 ft/lEth Avenue and GO feet is not consistent with that specified in the Plan. In order to implement the Arterial Road Plan, in addition to the required right-of-way dedication, a strip of property 16 feet in width along the Evergreen Road and lath Avenue frontage shall be set aside in reserve. This property may be acquired by Spokane County at the time arterial improvements are made to Evergreen Read and 16th Avenue. E90 The applicant should be advised that there may exist utilities either underground or overhead affecting the applicants property, including property to be dedicated or set aside for future acquisition. Spokane County will assume no financial obligation for adjustments or relocation regarding these utilities. The applicant should check with the applicable utilities and Spokane County Engineer to determine whether the applicant or utility is responsible for adjustment or relocation costs and to make arrangements for any necessary work. Proper radii shall be designed for the intersections of the private PUD roads and County reads. Approval by Fire District # 1 of these radii shall be required. Adequate site distance /stopping and braking distance shall be demonstrated to the satisfaction of the County Engineer. Per the preliminary plan, several existing trees may cause a site distance problem relating to site distance. Several of these trees outside of the easement for the roadway may need to be removed. A property owner association shall be formed for the purpose of maintenance of the proposed private roads within the PUD. That the association shall be formed in a like manner to other home owner associations. The County Subdivision Administrator shall review and approve appropriate documents prior to recording of the final plat. page 5 OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON May 17, 1993 TO: Spokane County Planning Department (Current Planning Administrator) FROM: Spokane County Engineers DepartmentQL�� SUBJ: Subdivision Conditions, Name Dhaenens Sguare Number Unassigned re: Subdivisions The following "Conditions of Approval" for the above referenced subdivision are submitted to the Spokane County Planning Department for inclusion in the Design Review Meeting scheduled May 26, 1993. E 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. E 2 That plans, profiles and cross sections as designed to County standards showing proposed street centerline and curb grades be submitted to the County Engineer for approval 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" E 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. E 5 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. E E No construction work is to be performed within the existing or proposed Public Right - -of -Way until a permit has been issued by the County Engineer. All work is subject to inspection and approval by the County Engineer. E 7 All construction within the existing or proposed Public Right -of -Way is to be completed price- to filing the final plat or a bond in the amount estimated by the County Engineer to cover the cost of construction of improvements. construction certification, "As Built" plans and mc'numenting the street centerlines shall be filed with the County Engineer. E12 The applicant should be advised that individual driveway access permits are required prior to issuance of a building permit for driveway approaches to the County road system. E13 Dedication of 14 feet of additional Right -of -Way along 16th Avenue. E13 Dedication of 4. - feet of additional Right of Way along Evergreen Avenue. E14 A statement shall be placed in plat dedication that no direct access be allowed from lots to 16th Avenue and E=ver rceen Road. E16 Existing County roads providing direct access to the plat shall be paved and /or curbed to Spokane County standards. E1S Sidewalks are required along the arterial(s) on iGth_Ave_nue and Evergreen Read. E19 The word "applicant" shall include the owner or owners of the property, his heirs, assigns and successors. page E24 The County Engineer has designated Typical Roadway Section Number Two, Major Arterial standard for the improvement of 16th Avenue which is adjacent to the proposed development. This will require the addition of approximately 13 -15 ft. of asphalt along the frontage of the development. The construction of curbing and sidewalk is also required. E:24 The County Engineer has designated Typical Roadway Section Number Two, Major Arterial standard for the improvement of Evergreen Road which is adjacent to the proposed development. This will require the addition of approximately 13 -15 ft. of asphalt along the frontage of the development. The construction of curbing and sidewalk is also required. E26 The proposed private road(s) as shown can the preliminary plat serving 72 lots with no extension possible is approved by the County Engineer. E27 That private road(s) be improved to Spokane County standard for a private road Urban /Suburban PUD standard serving 72 lots. Subject to approval under section 10.207 of the Spokane County Fire Code. E30 All vested owners shall sign and record private road documents as prescribed by the Spokane County Engineer. These documents shall be reviewed and approved by the Spokane County Engineer prior to recording with the Spokane County Auditor. Recording numbers shall be referenced in the dedicatory language of the plat. E31 That the following statement be placed in the plat dedication: E32 The proposed plat shall be improved to the standards set forth in Spokane County Board of Commissioners Resolution No. GO-1592, as amended, which establishes regulations for roads, approaches, drainage and fees in new construction. page 3 WARNING: Spokane County has no responsibility to build, improve, maintain or other wise service the private roads contained within or providing service to the property described in this plat. By accepting this plat or subsequently by allowing a building permit to be issued on property on a private road, Spokane County assumes no obligation for said private road and the owners hereby acknowledge that the County has no obligation of any kind or nature whatsoever to establish, examine, survey, construct, alter, repair, improve, maintain, provide drainage or snow removal on a private road. This requirement is and shall run with the land and shall be binding upon the owner, their heirs, successors or assigns including the obligation to participate in the maintenance of the private road as provided herein. E35 That the following statement must be placed in the plat dedication: "The private read as shown hereon is an easement which provides a means of ingress and egress for those lots within the plat having frontage thereon." page 4 E33 The County Engineer has examined this development proposal and has determined that the impact of this proposal upon the existing County Road System warrants the dedication of additional Right of Way and the roadway improvements herein specified. E61 The County Arterial Read Plan identifies Evergreen Road and 16th Avenue as Principal arterials. The existing right -of- way width of 40 ft /16th Avenue and 60 feet is not consistent with that specified in the Plan. In order to implement the Arterial Road Plan, in addition to the required right -of -way dedication, a strip of property 16 feet in width along the Evergreen Road and 16th Avenue frontage shall be set aside in reserve. This property may be acquired by Spokane County at the time arterial improvements are made to Evergreen Road and 16th Avenue. E90 The applicant should be advised that there may exist utilities either underground or overhead affecting the applicants property, including property to be dedicated or set aside for future acquisition. Spokane County will assume no financial obligation for adjustments or relocation regarding these utilities. The applicant should check with the applicable utilities and Spokane County Engineer to determine whether the applicant or utility is responsible for adjustment or relocation costs and to make arrangements for any necessary work. Special Conditions: Proper radii shall be designed for the intersections of the private PUD roads and County reads. Approval by Fire District # 1 of these radii shall be required. Spokane County does not have standards for an "Alley ". The minimum standard for a private PUD road is 24 feet of paving within a 30 foot easement. The 24 feet designated on the preliminary plan for the "alley" would have to be paved to 24 feet. Adequate site distance /stopping and braking distance shall be demonstrated to the satisfaction of the County Engineer. Per the preliminary plan, several existing trees may cause a site distance problem relating to site distance. Several of these trees outside of the easement for the roadway may need to be removed. page 5 leeeeeeeeeeeedeeeeeeeeeeeeeeeeeee. Report Viewerfleeeeeeeeeeeeeeeeeeeeeeeeeeeeeee. °PAGE 2 09:37:02 06 MAY 1993 ° °Road# Road Names MPost. Reference Descriptio Road Log Info o 00.890 PIERCE RD U 15 PAVED 22° o 01.000 SKIPWORTH RD U 15 PAVED 22 o 01.020 SKIPWORTH RD U 15 PAVED 22° 01.050 WOODWARD RD U 15 PAVED 22 o 01.140 BOWDISH RD U 15 PAVED 22° o 01.240 WILBUR RD U 15 PAVED 22 o 01.400 UNION RD U 15 PAVED 22° o 01.650 PINES RD °06236 16TH AV 00.000 BMP of road U 19 PAVED 36° ° 00.070 DISHMAN -MICA RD U 19 PAVED 36 °06123 16TH AVE 00.000 BMP of road U 15 PAVED 22° 0 °5 Records Processed ° ° ° ° ......................... .. .. . . . . ... . ... ee ... . ... . e . d . . . . . . d . ... . e . ... . ... . e . ... eeeeeeeeeeeeeeeeeeeeeeeeeeee eeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeee e f °List 0 °Use Direction Keys to View Report (Press [F1] for help) ° Oaaaaaaeaaa aaaeaaaaaaaaaaaaaa aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa aaa ac °Esc -Exit Enter -Next Page 0 ieeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeecReport Viewerdeeeeeeeeeeeeeeeeeeeeeeed €seeded; °PAGE 1 09:33:17 06 MAY 1993 ° °Road# Road Names MPost. Reference Descriptio Road Log Info °01170 EVERGREEN RD 00.000 32ND AV U 15 PAVED 22° O 00.160 30TH AV U 15 PAVED 22 o 00.320 27TH AV U 15 PAVED 22° o 00.500 24TH AV U 15 PAVED 36 O 00.580 23RD AV U 15 PAVED 36° o 00.690 21ST AV U 15 PAVED 36 O 00.750 20TH AVE U 15 PAVED 36° o 00.820 19TH AV U 15 PAVED 36 O 00.870 18TH AVE U 15 LIGHT BITUM. 22° o 00.940 17TH AV U 15 LIGHT BITUM. 22 o 01.250 12TH AV U 15 LIGHT BITUM. 22° O 01.440 9TH AV U 15 LIGHT BITUM. 22 O 01.510 8TH AV U 15 LIGHT BITUM. 22° o 01.630 6TH AV U 15 LIGHT BITUM. 22 O 01.670 5TH CT U 15 LIGHT BITUM. 22° o 01.690 5TH AV U 15 LIGHT BITUM. 22 O 01.760 4TH AV U 15 LIGHT BITUM. 22° O 01.840 3RD AVE U 15 LIGHT BITUM. 22 eeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeef °List ° °Use Direction Keys to View Report (Press [Fl] for help) ° daaaaaaeaaaaaaeaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaac °Esc -Exit Enter -Next Page 0 .w•uu9.. • 9an Ivewl9 _ s •tY• • .A75.Ai r C AV E.ii 7THAVE 8TH AVE 1 H 13 Yti A V E 2.4 H 2 1 •t • O T O TEMP CLOSUQE p , r.i Ev[rGR EEH . . K v JR HIGH .: .., - S m ! I -, ; N J, Q 0 Iq T! 13TH 4 - T — PE- 1716- 93/PUD_E- 5- 93/ZE -26 -93 8/93 HEC Staff Report for PE- 1716 -93 I our .( TH M ( 6 T'f N Rd. Gored/ Dos 770551 � O u • r. Page 28 it-22 II =P :I VI 1 l istasenmr 4 Z. 3119a. sm.= gat si P B - I ue-t a r n. R-3 J w• .w w 13Tri AvE > 0 T . 7 EM P. CLOSURE m� )7's H 3 TH 15 TH AV a atalrearei tt UR -22 8 TH AVE 7 r" AVE 4TH AVE UR -22 24TH 0 . Closure a UR -3.5 A o r RS Dosed/ 7 Sly St.M r rochi 5.<1.1ooI ri - . .TV 1 iU 9 ■■ PE- 1716- 93/PUDE- 5- 93/LE -26 -93 8/93 HEC Staff Report :for' ;PE 71716 -93 1 VT cn Der a �1. Page 29 PE- 1716- 93/PUDE- 5- 93/GE -26 -93 PRA UE dI ke Kch 1 WADI : R W da ' Il lirh l, 11 II II___ TO 17_ o. I ii . If ....� If e li { Well 1064 Mr Derek - eh ,.. 1 AVENUE_ Si M•r 1 to 9 8/93 HEC Staff Report for PE- 1716 -93 Page 30 ! ! ! LL ,✓ 1 ,,z RuCT'A v. TRACT B 53956 �sr I. J .. MT-NUE ww r 5 FENCE DETAIL 960 7o- 5:' 6 * 7 8' 9 9 10 X "fr. 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(000) 0.2.0-3773 rg,ssrgnia cram 11112 :5127.i,LL ENGINEER a6 , [ 6 71 sits is I6 A U .0) w4O..c sm 0 0 3C .miw 99336 wnuc 000 vo-1910 LEGAL DESCRIPTION rir ,o 07 See, AS RE COP= 03 m:e v m OATS Don NC GCMG. miN ALSO GGIT noon v. � 0 no or rococon SURVEYOR'S CERTIFICATE 8/93 HEC Staff Report for PE-1716-93 ` R 2 11 H `e 9 3 -- 11 1 12 13- RuCT'A v. TRACT B 53956 �sr I. J .. MT-NUE ww r 5 FENCE DETAIL 960 7o- 5:' 6 * 7 8' 9 9 10 X "fr. IrYc L Il07V3CE nm _ 660.5' w_ w -r�Nen w fl E0 0 Ru =6 5'21' t _ y Ovv3rE 1 30000- . ' $ ° +r3 � i rE i r MICA! PRIVATE ROM SFMION TRACT r ITPICAI PRIVATE A1 1 FY EASEMENT A p� t „ i t:1 19 } r ;Y L� J 6 ” Sr-. r 7 b INLAND PACIFIC ( ENGINEERING ) I PRELIMINARY PLAT AND PUD SITE PLAN FOR :DHAENENS SQUARE PORTIONS OF TRACTS 180 & 181 OF VERA LOCATED IN THE SE 1/4 OF SECTION 22, T.25 N., R.44 E..W M. SPOKANE COUNTY, WASHINGTON JUNE 1993 PROJECT DATA o Jima. or Ian... 1711 r UR -7. ZONE AND P.U.D. COMPLIANCE .ew[rzn x. mr01.7 101G unes L•07S PC* 003 SPIN SINE UTILITIES - - :,;t om Gale ElICIROG GTIAGS GS PROPOSED Poo BUILDING SETBACKS w Oa sot s) n Fen top tnewc 00E GAD O x000 0 x.c ""m` am '4 fig �o rw *Line 20 an 000 Luce w *00000£ .u6T PROPOSED ROADS x00 oas 0LK[0 •3„ l: ! . ' °6 , " 0 0 U7 PIING( le PLAD 'WOG 30 noo /GATE NS x000 37 0«".037 w SPONSOR .x, • usa c "'Ilk' mr11 is man... (000) 0.2.0-3773 rg,ssrgnia cram 11112 :5127.i,LL ENGINEER a6 , [ 6 71 sits is I6 A U .0) w4O..c sm 0 0 3C .miw 99336 wnuc 000 vo-1910 LEGAL DESCRIPTION rir ,o 07 See, AS RE COP= 03 m:e v m OATS Don NC GCMG. miN ALSO GGIT noon v. � 0 no or rococon SURVEYOR'S CERTIFICATE 8/93 HEC Staff Report for PE-1716-93 TO: SPOKANE COUNTY HEARING EXAMINER COMMITTEE FROM: CURRENT PLANNING SECTION DATE: AUGUST 19, 1993 SUBJECT: PE- 1716 -93, PRELIMINARY PLAT, AND PUDE -5 -93, PLANNED UNIT DEVELOPMENT OF DHAENENS SQUARE, WITH ZE- 26 -93, ZONE RECLASSIFICATION FROM URBAN RESIDENTIAL -3.5 (UR -3.5) TO URBAN RESIDENTIAL -7 (UR -7) ZONING WITHIN THE AQUIFER SENSITIVE AREA (ASA) OVERLAY ZONE. I. GENERAL INFORMATION Applicant: Engineer: PLANNING DEPARTMENT REPORT WRS Associates c/o Inland Pacific Engineering S. 25 Altamont Street Spokane, WA 99202 (509) 535-1410 Richard Mason Inland Pacific Engineering Co. S. 25 Altamont Street Spokane, WA 99202 (509) 535 -1410 Contact Planner: Tim Lawhead (509) 456-2205 Location: Generally located west of and adjacent to Evergreen Road and north of and adjacent to 16th Avenue in Section 22, Township 25 North, Range 44 EWM, Spokane County, Washington. Proposal: To subdivide approximately 13 acres into 72 lots for single family residences. The project includes 1.9 acres of open space that will be under common ownership by all residents and maintained by a homeowners association. II. SITE INFORMATION A . Site Size: 13 acres Gross Density: 5.5 units per acre B . Comprehensive Plan 8/93 HEC Staff Report for PE- 1716 -93 Page 32 1. Land Use Plan: The proposal is located within the Urban category of the Comprehensive Plan. The Urban category is primarily a residential category of single family, two family, multiple family and condominiums along with neighborhood commercial, industrial parks and recreational facilities. This category is intended to provide the opportunity for development of a 'city like" environment. Urban areas will be the most intensely developed of all categories. Urban areas will have public water systems, sanitary sewer systems and other public facilities. The net density (excluding roads) should range between 1 and 17 dwelling units per acre within the Urban category. The proposal with a net density (excluding roads) of 6.7 units per acre is consistent with and implements the goals, objectives and decision guidelines of the Urban category of the Comprehensive Plan. 2 . Arterial Road Plan: The site's east boundary fronts on Evergreen Road which is designated as a Principal Arterial in the Arterial Road Plan with a future right of way width of 100 feet. The existing right of way width is 60 feet. Therefore, the County Engineer has required dedication of a 4 foot wide strip of land along the site's Evergreen Road frontage. In addition, a 16 foot wide strip of land will be set aside as a future acquisition area along Evergreen Road. The south boundary of the site is adjacent 16th Avenue which is also designated as a Principal Arterial in the Arterial Road Plan with a future right of way width of 100 feet. The existing right of way width for 16th Avenue is 40 feet. In order to implement the Arterial Road Plan the County Engineer has required dedication of 14 feet of land along the site's 16th Avenue frontage. In addition, 16 feet of land is required to be set aside as a future acquisition area. C . Site Characteristics: The site topography is essentially flat and is currently used for growing corn and berries. Spruce trees line the road frontages along 16th and Evergreen. A house and 2 garages are located on the northeastern portion of the property. When the project is developed, the house will remain but the two garages will be removed. D . Neighborhood Characteristics: The area surrounding the proposal is developed with single family residences. Lot sizes within 400 feet of the proposal range from 1/4 acre to 4 acres. North of the proposal within 400 feet, single family residences are located on relatively large lots averaging 1.6 acres per dwelling unit. Residential density to the south of the project within 400 feet is 2.5 dwelling units per acre. To the west, the density is 1.6 dwelling units per acre and to the east, the average density is 2.0 units per acre. E. Zoning Analysis: Since January 1, 1991 when the Spokane County Zoning Code was fully implemented, the site has been zoned Urban Residential -3.5 (UR- 3.5). Prior to 1991, the site was zoned Agriculture under the old Zoning Ordinance. All adjacent property surrounding the site is also zoned UR -3.5. 8/93 HEC Staff Report for PE- 1716 -93 Page 33 Proposal: Reclassify land presently zoned Urban Residential -3.5, established on January 1, 1991 to Urban Residential -7 (UR -7). North: Urban Residential -3.5 (UR -3.5), established on January 1, 1991. South: Urban Residential 3.5 (UR -3.5), established on January 1, 1991. East: Urban Residential -3.5 (UR -3.5), established on January 1, 1991. West: Urban Residential -3.5 (UR -3.5), established on January 1, 1991. F . Land Use Analysis: The gross residential density proposed for the Dhaenens Square preliminary plat and PUD, at 5.5 units per acre, is higher than adjacent residential development to the east, west and south, which averages approximately 2.0 dwelling units per acre and significantly higher than adjacent residential development to the north which averages 1.6 acres per dwelling unit. Refer to Section D., Neighborhood Characteristics, for additional information on surrounding land use. Site: Currently used for raising corn and berries. A single family residence and 2 garages are located on the property. North: Single family residences. South: Single family residence. East Single family residences. West: Single family residences. G . Circulation: The site is adjacent to Evergreen Road and 16th Avenue both of which are designated as Principal Arterials by the Arterial Road Plan. Both Evergreen and 16th will be widened with 13 to 15 feet of asphalt. Curbs and sidewalks will be constructed. One access point is proposed on Evergreen Road and one on 16th Avenue. The interior roads will be private and will be paved to a width of 27 feet and will have a 6 foot wide sidewalk on one side. The road design also includes a private alley which will be paved 24 feet wide. H . Design: The Urban Residential -7 zone with a planned unit development overlay is proposed to allow subdivision of 13 acres into 72 lots for single family residences. Lot sizes will range from 4,400 to 5,400 square feet. Lot frontages range from 50 to 110 feet. The project also provides 5 open space tracts which encompass a total of 1.9 acres. Open Space Tracts A, B and F are future acquisition areas along 16th and Evergreen Road which may be purchased by the County at such time as they are needed for mad improvement purposes.. These Tracts will be landscaped. Large spruce trees exist in these areas which will be retained where possible. When 8/93 HEC Staff Report for PE- 1716 -93 Page 34 future acquisition areas are subtracted, remaining open space areas encompass 1.54 acres. Tracts C, D and E will be developed as active and passive park areas. The site plan shows a basketball court on Tract C and 8 parking spaces. All parking spaces will be paved. Tracts D and E each have 4 parking spaces. Tracts C, D and E will be grassed and will also serve as stormwater disposal areas. Type III (see through buffer) landscaping 20 feet wide is required along the street frontages of Evergreen Road and 16th Avenue. A landscape plan is required by the Planning Department prior to final plat. The project sponsor has applied for flexible building setbacks as allowed by Section 14.704.325 of the Planned Unit Development Overlay Zone. The following building setbacks are proposed. Proposed Building Setbacks 20 ft. for living units adjacent public roads. 15 feet for living units adjacent private roads. 20 feet for garages. 10 feet for existing house on lot 1, block 3. 10 feet. 5 feet per story. 15 feet. Front Yard Flanking Street Side Yard Rear Yard Note: All building setbacks are from property lines. A 6 foot high wood fence is proposed along the north and west boundary of the development. A 6 foot high chain link fence is proposed along the Evergreen Road and 16th Avenue frontages. The fence adjacent to the arterials must be setback at least 5 feet from the edge of the future acquisition area. Min. lot size Min road frontage Min. open space Max. density Planned Unit Development and UR -7 Zone Compliance Parameter Reouirement 4,200 S.F. 50' for single family 10% of site 7 units/acre Dhaenens Square 4,400 S.F. 50' for single family 15% of site 5.5 units /acre Note: The final PUD plan will be reviewed for compliance with all Planned Unit Development and UR -7 zone requirements prior to final approval. I . Density: The net density of the proposal (excluding roads) is 6.7 dwelling units per acre. The overall gross density is 5.5 units per acre. The proposed density is consistent with the standards of the Urban category of the Comprehensive Plan and the Urban Residential -7 (UR -7). J . Drainage: There are no significant drainage channels or wetlands on the site. The project is located in the Aquifer sensitive Area overlay zone. A drainage plan which conforms to "208" standards is required. This plan must be reviewed and approved by the County Engineer's Department prior to development. 8/93 HEC Staff Report for PE- 1716 -93 Page 35 K . Water Supply: The proposal is within the Vera Water and Power District. The water district has indicated that they are able to supply the proposal. A water plan will be required. L. Sewage Disposal: The project will be served by public sewer. M. School: The proposal is in the Central Valley School District No. 356. The school district has indicated that they are experiencing overcrowding. The Central Valley School District has requested that the project sponsor negotiate a voluntary agreement to mitigate impacts on the school district and to provide adequate facilities under RCW 82.02.020 and RCW 58.17.110. The Planning Department has included this request as a condition of approval. N . Fire Protection: The proposal is within Fire District No. 1. The Fire District and the Division of Buildings Depaiunent (Fire Marshall) are required to approve fire protection provision prior to finalizing the plat. O. Cultural Resources: None have been identified. P . Parks and Recreation: The nearest County park to the proposal is Terrace View Park. Terrace View Park is located less than 1/2 mile south of the proposal at Blake Road and 24th Avenue. The park is 9 acres in size and is equipped with picnic facilities, play equipment, ball field, rest rooms and swimming pool. The Parks and Recreation Plan identifies a shortage of park facilities in the West Valley Area in which the site is Located. Acquisition of an additional 8 acres adjacent to the Terrace View Park is recommended by the Park Plan. The Parks Department has requested that the project sponsor negotiate a voluntary agreement to mitigate impacts on park facilities and provide adequate facilities under RCW 82.02.020 and RCW 58.17.110. This request is included as a condition of approval by the Planning Department. III. ENVIRONMENTAL REVIEW: An Environmental Checklist was submitted by the sponsor and was reviewed by the County Planning Department. The review considered the specifics of the proposal, other available information, County ordinances, other regulations and laws, possible standard Conditions of Approval, the Generalized Comprehensive Plan, and other County policies and guidelines. The Planning Department has determined that "No probable significant adverse impacts" would result from the proposal being developed and has issued a Determination of Nonsie_ nificance ("DNS"). The "DNS" was circulated to 12 other agencies of jurisdiction and other agencies /departments affected by the future development for review and comment. The "DNS" comment period ends August 17, 1993 and was advertised 15 calendar days before said date in the newspaper, by letter to adjacent property owners within 400 feet of the proposal, and by notice on a sign posted on the proposal site. The Hearing Examiner may consider additional environmental related testimony at the public hearing. 8/93 HEC Staff Report for PE- 1716 -93 Page 36 IV. PLANNING DEPARTMENT SUMMARY AND RECOMMENDATION The proposal conforms to the County Subdivision and Zoning Code regulations. The proposal is consistent with and implements the goals, objectives and decision guidelines and complies with Comprehensive Plan density guidelines and provides for "fill -in" development in an area with existing public facilities. The density proposed is substantially higher than found on adjacent property. However, the Urban category of the Comprehensive Plan generally supports higher density adjacent to arterial roads. In this case, the proposal is adjacent to two (2) Principal Arterials, Evergreen Road and 16th Avenue. The Planning Department recommends approval of the preliminary plat, planned unit development and zone reclassification subject to the conditions of approval recommended by reviewing agencies. V. CONDITIONS OF APPROVAL i. All conditions imposed by the Hearing Examiner Committee shall be binding on the "Applicant ", which terms shall include the owner or owners of the property, heirs, assigns and successors. ii. The conditions of approval apply to the preliminary subdivision of record. SPOKANE COUNTY 'PLANNING DEPARTMENT 1. The proposal shall comply with the lJrban Residential -7 and Planned Unit Development zone(s) as amended. 2. 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 -7, consistent with the proposed zoning approved with the preliminary plat of record. 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. The Planning Director /designee shall review any proposed final plat to ensure compliance with these Findings and Conditions of Approval. 5. A final plat 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. The preliminary plat is given conditional approval for three (3) years, specifically to September 1, 1996. The applicant may request an extension of time by submitting a written request approximately forty-five (45) days prior to the above expiration date. • 8/93 HEC Staff Report for PE- 1716 -93 Page 37 8. 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. 9. Three (3) current certificates of title shall be furnished to the Planning Department prior to filing the final plat. 10. The Spokane County Planning Department shall prepare and record with the County Auditor a Title Notice specifying a future land acquisition area for road right -of -way and utilities. The reserved future acquisition area Title Notice shall be released, in full or in part, by the Planning Department. The notice should be recorded within the same time frame as an appeal and shall provide the following: a. At least 16 feet of reserved future acquisition area for road right -of -way and utilities, in addition to the existing and /or newly dedicated right -of -way along Evergreen Road and 16th Avenue. NOTE: The County Engineer has required 4 feet of new dedication along Evergreen and 14 feet of new dedication along 16th Avenue. b. Future building and other setbacks required by the Spokane County Zoning Code shall be measured from the reserved future acquisition area. c. No required landscaping, parking, 208' areas, drainfield or allowed signs should be located within the future acquisition area for road right -of -way and utilities. If any of the above improvements are made within this area, they shall be relocated at the applicant's expense when roadway improvements are made. d. The future acquisition area, until acquired, shall be private property and may be used as allowed in the zone, except that any improvements (such as landscaping, parking, surface drainage, drainfield, signs or others) shall be considered interim uses. e. The property owner shall be responsible for relocating such "interim" improvements at the time Spokane County makes roadway improvements after acquiring said future acquisition area. 11. The final plat shall indicate yard setback arc lengths on curved street frontage 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 8/93 HEC Staff Report for PE- 1716 -93 Page 38 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 or binding site plan, and the applicant shall provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot and prior to issuance of a building permit for each lot." 15. No building permit will be issued for any lot within the 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. A survey is required prior to the filing of a final plat. 17. 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. 18. A strip of Type III Landscaping, 20 feet wide, is required along the site's Evergreen Road and 16th Avenue frontages. This requirement is in addition to landscaping that may be installed in future acquisition area. A specific landscape plan for open space areas, planting schedule and provisions for maintenance acceptable to the Planning Director /designee shall be submitted with a performance bond for the project prior to final plat approval. Landscaping shall be installed and maintained so that sight distance at access points is not obscured or impaired. 19. The PUD plan shall indicate all exterior boundary setbacks, as well as setbacks from roadways and individual lot lines. 20. A copy of the homeowners /property owners' association articles of incorporation and/or bylaws and/or covenants and restrictions, together with any other provisions for maintenance of common areas and facilities, shall be submitted for review and approval to the Planning Department prior to finalizing. 21. The private roads and/or common areas shown on this plat are hereby dedicated to the homeowners association created by document recorded under State document no. 22. The private roads and common areas cannot be sold or transferred, regardless of any provision in the covenants to the contrary, and shall be considered subservient estates for tax purposes to the other lots created herein. 8/93 HEC Staff Report for PE- 1716 -93 Page 39 23. 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. 24. The owner shall negotiate with the County Parks Department and submit a recorded copy of a voluntary agreement making provisions for public parks 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 park facilities must be made conditioned on a future agreement between the plattor and Spokane County Parks Department. Voluntary agreements between the owner and Spokane County Parks Department shall conform to the requirements of RCW Chapter 82.02. 25. Project phasing shall be approved by the Planning Director or his designee. 26. A copy of the homeowners /property owners' association articles of incorporation and/or bylaws and/or covenants and restrictions, together with any other provisions for maintenance of common areas and facilities, shall be submitted for review and approval to the Planning Department prior to finalizing. 27. The following building setback requirements apply to the project: a. Front yard - 15 feet for living units adjacent to private roads. 20 feet for living units adjacent to public roads 20 feet for garages. 10 feet for existing house on Lot 1, Block 3. b. Flanking Street - 10 feet. c. Side yard - 5 feet per story. d. Rear yard - 15 feet. 28. Prior to filing all or a portion of a final plat, the applicants surveyor shall submit one or more maps outlined in red of the area being finalized. The scale of the map shall match the appropriate Assessor's map scale. 8/93 HEC Staff Report for PE- 1716 -93 Page 40 SPOKANE COUNTY DIVISION OF ENGINEERING AND ROADS Prior To Issuance Of A Building Permit Or Use Of The Property As Proposed:, 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 center line 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. Individual driveway access permits are required prior to issuance of a building permit for driveway approaches to the county road system. 8. Dedication of 14 feet of additional right -of -way along 16th Avenue is required. 9. Dedication of 4 feet of additional right -of -way along Evergreen Road is required. 10. A statement shall be placed in plat dedication that no direct access be allowed from lots to 16th Avenue and Evergreen Road. 11. Existing county roads providing direct access to the plat shall be paved and/or curbed to Spokane County standards. 12. Sidewalks are required along the arterial(s) on 16th Avenue and Evergreen Road. 8/93 HEC Staff Report for PE- 1716 -93 Page 41 13. The word "applicant" shall include the owner or owners of the property, his heirs, assigns and successors. ' 14. The County Engineer has designated Typical Roadway Section Number Two Major Arterial standard for the improvement of 16th Avenue, which is adjacent to the proposed development. This will require the addition of approximately 13 -15 feet of asphalt along the frontage of the development. The construction of curbing and sidewalk is also required. 15. The County Engineer has designated Typical Roadway Section Number Two, Major Arterial standard for the improvement of Evergreen Road which is adjacent to the proposed development. This will require the addition of approximately 13 to 15 feet of asphalt along the frontage of the development. The construction of curbing and sidewalk s also required. 16. The proposed private road as shown on the preliminary plat serving 72 lots with no extension possible is approved by the County Engineer provided that a design deviation is granted by the County Engineer for a substandard radius for a private PUD Road. 17. Private road(s) shall be improved to Spokane County standard for a private road standard serving 72 lots, and are subject to approval under Section 10.207 of the Spokane County Fire Code. 18. All vested owners shall sign and record private road documents as prescribed by the Spokane County Engineer. These documents shall be reviewed and approved by the Spokane County Engineer prior to recording with the Spokane County Auditor. Recording numbers shall be referenced in the dedicatory language of the plat. 19. The following statement shall be placed in the plat dedication: "WARNING: Spokane County has no responsibility to build, improve, maintain or otherwise service the private roads contained within or provide service to the property described in this plat. By accepting this plat or subsequently by allowing a building permit to be issued on property on a private road, Spokane County assumes no obligation for said private road, and the owners hereby acknowledge that the County has no obligation of any kind or nature whatsoever to establish, examine, survey, construct, alter, repair, improve, maintain or provide drainage or snow removal on a private road. This requirement is and shall run with the land and shall be binding upon the owner(s), their heirs, successors or assigns, including the obligation to participate in the maintenance of the private road as provided herein." 20. 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. 21. The County Engineer has examined this development proposal and has determined that the impact of this proposal upon the existing county road system warrants the dedication of additional right -of -way and the roadway improvements herein specified. 8/93 HEC Staff Report for PE- 1716 -93 Page 42 22. The following statement shall be placed in the final plat dedication: "The private road as shown hereon is an easement which provides a means of ingress and egress for those lots within the subdivision having frontage thereon." 23. The County Arterial Road Plan identifies Evergreen Road and 16th Avenue as Principal Arterials. The existing right -of -way width of 60 feet for Evergreen Road and 40 feet for 16th Avenue is not consistent with that specified in the Plan. In order to implement the Arterial Road Plan, in addition to the required right -of -way dedication, a strip of property 16 feet in width along the Evergreen Road and 16th Avenue frontages shall be set aside in reserve. This property may be acquired by Spokane County at the time when arterial improvements are made to Evergreen Road and 16th Avenue. 24. There may exist utilities, either underground or overhead, affecting the subject property, including property to be dedicated or set aside for future acquisition. Spokane County assumes no financial obligation for adjustments or relocation regarding these utilities. Applicant(s) should check with the applicable utility purveyor and the Spokane County Engineer to detemrine whether applicant(s) or the utility is responsible for adjustment or relocation costs and to make arrangements for any necessary work. Special Conditions: 25. Proper radii shall be designed for the intersections of the private PUD roads and County roads. Approval by Fire District No. 1 of these radii shall be required. 26. Spokane County does not have standards for an "Alley ". The minimum standard for a private PUD road is 24 feet of paving within a 30 foot easement. The 24 feet designated on the preliminary plat for the "alley" would have to be paved to 24 feet. 27. Adequate site distance /stopping and braking distance shall be demonstrated to the satisfaction of the County Engineer. Per the preliminary plan, several existing trees may cause a site distance problem relating to site distance. Several of these trees outside of the easement for the roadway may need to be removed. 28. A property owner association shall be formed for the purpose of maintenance of the proposed private roads in the planned unit development. The association shall be formed in a like manner to other home owners associations. The County Subdivision Administrator shall review and approve appropriate documents prior to recording the final plat . SPOKANE COUNTY DIVISION OF UTILITIES 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 8/93 HEC Staff Report for PE- 1716 -93 Page 43 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. Payment for additional general facilities and in -lieu of assessment charges will be arranged. 4. Applicant will submit a construction time line showing which lots are to be constructed and when. Note: Applicant must determine to which 9 lots the original 9 general facilities should be charged. SPOKANE COUNTY HEALTH DISTRICT 1. The final plat shall be designed as indicated on the preliminary plat of record and/or any attached sheets as noted. 2. Appropriate utility easements shall be indicated on copies of the preliminary plat of record for distribution by the Planning Department to the utility companies, Spokane County engineer and the Spokane County Health District. Written approval of the easements by the utility companies must be received prior to the submittal of the final plat. 3. Sewage disposal method shall be as authorized by the Director of Utilities, Spokane County. 4. Water service shall be coordinated through the Director of Utilities, Spokane County. 5. Water service shall be by an existing public water supply when approved by the Regional engineer (Spokane), State Department of Health. 6. Prior to filing the final plat, the sponsor shall demonstrate to the satisfaction of the Spokane County Health District that an adequate and potable water supply is available to each tract of the plat. 7. 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. 8. A plan for water facilities adequate for domestic use, domestic irrigation use and fire protection use shall be approved by the water purveyor. Said water plan must have been approved by the fire protection district and the appropriate health authorities. The health authorities, water supplier (purveyor) and the fire protection district will certify, prior to the filing of the final plat, on the face of said water plan that the plan is in conformance with their requirements and will adequately satisfy their respective needs. Said water plan and certification will be drafted on a transparency suitable for reproduction. 8/93 HEC Staff Report for PE- 1716 -93 Page 44 9. The purveyor will also certify prior to filing 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 time schedule. The time schedule will provide, in any case, for completion of the water system and inspection by the appropriate health authorities prior to application for building permits within the plat. The contractual arrangements will include a provision holding Spokane County, Spokane County Health District and the purveyor harmless from claims by any tract purchaser refused a building permit due to failure of the plat sponsor to satisfactorily complete the approved water system. 10. A public sewer system will be made available for the plat/project, and individual service will be provided to each lot/tract prior to sale. Use of individual on -site sewage disposal systems shall not be authorized. 11. A statement shall be placed in the dedication to the effect that: "A public sewer system will be made available for the [plat/project], and individual service will be provided to each lot/tract prior to sale. Use of individual on -site sewage disposal systems shall not be authorized." 12. The dedicatory language on the plat shall state: "Use of private wells and water systems is prohibited." 13. The plat dedication shall contain a statement to the effect that: "The public water system, pursuant to the Water Plan approved by county and state health authorities, the local fire protection district, County Building and Safety Department and water purveyor, shall be installed within this plat, and the applicant shall provide for individual domestic water service as well as fire protection to each tract prior to sale of each tract and prior to issuance of a building permit for each tract." SPOKANE COUNTY DIVISION OF BUILDINGS 1. The applicant shall contact the Division of Buildings 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: 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 AIR POLLUTION CONTROL AUTHORITY 1. All air pollution regulations must be met. This includes but is not limited to the following: 2. Air pollution regulations require that dust emissions during demolition, construction and excavation projects be controlled. This may require use of water sprays, tarps, sprinklers or suspension of activity during certain weather conditions. Haul roads should be treated, and emissions from the transfer of earthen material must be controlled, as well as emissions from all other construction - related activities. 8/93 EEC Staff Report for PE- 1716 -93 Page 45 3. Measures must be taken to avoid the deposition of dirt and mud from unpaved surfaces onto paved surfaces. If tracking or spills occur on paved surfaces, measures must be taken immediately to clean these surfaces. 4. All traveled surfaces (ingress, egress, parking areas, access roads) must be paved and kept clean. 5. Solid fuel heating'device(s) shall meet provisions of SCAPCA Regulation I, Article VIII. 6. Debris generated as a result of this project must be disposed by a means other than burning. 8/93 HEC Staff Report for PE- 1716 -93 Page 46 APPLICANT: WRS Associates c/o Inland Pacific Engineering 25 South Altamont Spokane, WA 99202 This DNS was mailed to: DETERMINATION OF NONSIGNIFICAN.CE - "DNS" WAC 197 -11 -970 and Section 11.10.230(3) SPOKANE ENVIRONMENTAL ORDINANCE FILE NUMBER(S): PE- 1716 -93, PUDE -5 -93, ZE -26 -93 DESCRIPTION OF PROPOSAL: Preliminary plat with planned unit development (PUD) overlay zone and zone reclassification from Urban Residential -3.5 to Urban Residential -7 to divide 13.0 acres into 72 lots for single family dwellings and reserving 1.42 acres in 2 parcels for open space and recreational purposes. LOCATION OF PROPOSAL: Generally located west of and adjacent to Evergreen Road and north of and adjacent to 16th Avenue in Section 22, Township 25 North, Range 44 EWM, Spokane County, Washington. LEAD AGENCY: SPOKANE COUNTY PLANNING DEPARTMENT DETERMINATION: The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment. An Environmental Impact Statement (EIS) is goi required under RCW 43.21C.030(2)(c). This decision was made after review of a completed environmental checklist and other infomration on file with the lead agency. This information is available to the public on request. This DNS is issued under WAC 197 - 340(2); the lead agency will not act on this proposal for at least 15 days from the date issued (below). Comments regarding this DNS must be submitted no later than 4:00 pan., August 17, 1993, if they are intended to alter the DNS. ############################## # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## RESPONSIBLE OFFICIAL: WALLIS D. HUBBARD, PLANNING DIRECTOR By: Tim Lawhead, Planner II Phone: (509) 456 -2205 Address: Spokane County Planning Department 1026 West Broadway Spokane, WA 99260 DATE ISSUED: 7-a b p . 3 SIGNATURE: ✓ �4/7D�C47 67 A - COMMENTS REGARDING ENVIRONMENTAL CCNCER ARE WELCOME AT THE HEARING. APPEAL OF THIS DETERMINATION, after it becomes final, may be made to the SPOKANE COUNTY PLANNING DEPARTMENT, 1026 West Broadway, Spokane, WA 99260. The appeal deadline is the same as the above project's appeal deadline, being ten (10) calendar days after the signing of the decision to approve or disapprove the project. This appeal must be written and the appellant should be prepared to make specific factual objections. Contact the Planning Department to assist you with the specifics for a SEPA appeal. 1. WA State Department of Ecology (Olympia) 2. WA State Department of Health 3. Spokane County Health District 4. Spokane County Engineer's Office 5. Central Valley School District 6. Fire District No. 1 7. Vera Water and Power 8. Spokane County Air Pollution Control Authority 9. Spokane County Parks Department 10. Spokane County Boundary Review Board 11. WA State Department of Transportation 12. Spokane Transit Authority NVffi©flEMrt 1 CEIECK SPOKANE ENVIRONMENTAL ORDINANCE SECTION 11.10.230 [1] (VAC 197 -11 -960) Section 11.10.230(1) Purpose of Checklist: SPOKANE EUVI ROHMENTAL ORDINANCE Environmental Checklist The State Environmental Policy Act (SEPA) chapter 43.21C RCW, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An Environmental Impact Staterent (EIS) must be prepared for all proposals with probable significant adverse Impacts on the quality of the environment. The purpose of this checklist Is to provide Information to help you and the agency Identify Impacts Iron your proposal (and to reduce or avoid impacts from the proposal, if It can be done) and to help the agency decide whether an EIS 1s required. Instructions for Applicants: This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer the questions briefly, with the most precise information known, or give the best description you can. von matt answer each question accurately and carefully, to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer, or if a question does not apply to your proposal, write 'do not know' or 'does not apply.' Complete answers to the questions nog may avoid unnecessary delays later. Some questions ask about governmental regulations, such as zoning, shoreline. and landmark designations. Answer these questions if you can. If you have problems, the governmental agencies can assist you. The checklist questions apply to all parts of your proposal, even If you plan to do them over a period of time or on different parcels of land. Attach any additional information that •1:1 describe your proposal or Its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional Infonnatlon reasonably related to determining If there may be significant adverse impact. Use of checklist for nonproject proposals: Complete this checklist for nonproject proposals, even though questions may be answered 'does not apply'. IN ADDITION, coaplete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS(Part 0). For nonproject actions, the references In the checklist to the words 'project,' 'appl lcant,' and 'property or site' should be read as 'proposal,' 'proposer,' and 'affected geographic area,' respectively. A. BACKGROUND 1. 'lame of proposed project, if applicable: Dhaenen's Square 2. Name of Applicant: WRS & Associates Inc. c/o Bill Smith 7. Address and phone number of applicant or contact person: Richard Mason, Altamn,nr c WA 94719 (Sf19) 515 -141n A. Date checklist prepared:Ap 29, 1993 5. Agency requesting checklist:: Spoknne County Planning Office 6. Proposed timing or schedule (including phasing, If applicable) : Proposal will be constructed in four phases of approximately 15 to 20 lots each phase over a time period of 4 to 5 years depending nn markat rnnditinnc. 7. a. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal' If yes, explain. No. b. Do you own or have options on land nearby or adjacent to this proposal' If yes, explain. No. 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. None. Rev.2 /1/88 1 File No. Inland Pacific Engineering, S. 25 (VAC 197 -11 -960) Section 11.10.2)0(1) A. PAMLICO00 (continued) SPOKANE E,NIR0rna NTAL OPOINANCE Do you Moat whether app liu91om are pending for governmental approvals of ocher proposals directly affecting the property covered by your proposal? If yes, explain. None known. 10. List any government approvals or permits that will be needed for your proposal, if known. Spokane County approval of pre & final plat 70114 rhanoe. road. drainage. and cewer nlans. Fire department and water purveyor approval of water plans, Spokane County Health and DSHS approval of water plans. Building permits for home construction will be required. 11. Give a brief, complete description of your proposal, including the proposed uses And the size of the project and site. ]here are several question, later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page, The development of 72 single family residential lots using a PUD overlay is proposed for the 13.0 acre site. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your 'proposed project, includin0 a .crest address, if any, and section, tnvm hip and range, if known. If • proposal vould occur over • range of area, provide the range or boundaries of the site(s). Provide a legal detcription, site plan. vicinity sop, and topographic map, 1f remorably available. Lille you should submit any plums required by the agency, you arc not required to duplicate maps or detailed plans submitted kith any permit application related to this checklist. The site is located west of Evergreen and north of 16th Avenue in the east half . of Block 180 and all of Block 181 of Vera, in the SE 1/4 of Section 22, T.25 N., R.44 F.. W.M. except the S. 210 feet of the E 300 feet of said Block 181. 17. Does the proposed action He vithin the Aquifer Sensitive Ares (ASA)? The General Sever Service Area' :he Priority Sever Service Area' The City of Spokane? (See: Spokane County's ASA Overlay Zone Atlas for boundaries). The site is within the ASA, PSSA, and UTA outside City Limits. Public sewer is available at the site. TO eE COMPLETED nr APPLICANT B. ENVIRON:PNTAL ?LICENrS 1. EAR:0 a. General description of the site (circle one). flat, rolling, hilly, steep slopes, mountainous, other: Flat slope 07 to 5% b. That 1, the steepest slope on the site (approximate percent .lope)' S ghat general types of .oils are found on the trite (for example, clay, send, gravel, put, muck)' If you know the classification of agricultural soils. specify them and note any prime farmland. The site consists of Springdale gravelly sandy loam soils. d. Are there surface indication, or history of unstable smile in the immediate vicinity? 1f so, describe. There are no visible indications of, unstable soil. Evaluation For Agency Use Only ' (WAC 197 -11 -960) Section 11.10.270(1) B. ENVIRONMENTAL ELEMENTS(continued) SPOKANE ENVIRONMENTAL ORDINANCE e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. Excavation and backfill will be required for sewer, water and road construction. - AIR Could erosion occur as a result of clearing, construction, or use? If so, generally describe. Errx4E nss could orrur during rr,ncrr„rti nn hnt is nonlikely to imnact off -site property. About what percent of the site will be covered with impervious surfaces after project construc- tion (for example, asphalt or buildings)? Approximately 40% Proposed measures to reduce or control erosion, or other Impacts to the earth. If any: Proposal is designed for minimal alteration of topo, there is phased construction, mulching can be used if needed. and landscaping will be utilized when homes are completed. What type of missions to the air would result frm the proposal (i.e., dust, autaiobile, odors industrial, wood spoke) during construction and when the project is completed' If any, generally describe and give approximate quantites if known. Construction phase: Dust and construction equipment emissions. Residential phase: general air pollutants as associated with increased traffic and home heating devices. Are there any off -site sources of emissions or odor that nay affect your proposal? If so, generally describe. Emissions from traffic on 16th Ave. and on Evergreen Road. Wood stove use from adjacent neighborhoods. c. Proposed measures to reduce or control emissions or other lnpacts to air, if any: Construction phase: Use of dust palliative Residential phase: Compliance with local air pollution regulations. WATER a. Surface: (1) Is there any surface water body on or in the In.nedlate vicinity of the site Including year - round and seasonal streams, saltwater, lakes, ponds. wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. No. (2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes. please describe and attach available plans. No. 3 Evaluation For Agency Use Only (PAC 197-11-960) Section 11.10.230(1) S. ENVIRONMENTAL ELEVENS (continued) None. SPOKANE ENVIRoN2. 1IAL ORDnNANNCE (3) Estimate the amount of f111 and dredge material that would be placed in or removed from the surface water or wetlands and indicate the area of the site that would be affected. Indixte the source of fill material. ( 4 ) will the proposal require surface water withdrawal. or diversions? Give a w eral descrip- tion, purpose. and approximate quantltles, if-known. Nn (5) Does the proposal lie within a 100-year flood plain? If so, note location on the site plan. No. (5) Does the proposal involve any discharges of waste materials to surface water.' If so, describe the type of u.ste and anticipated volume of discharge. Nn Ground: (1) 91111 groundwater be withdrawn, or will voter be discharged to groundwater? Give general description, purpose, and approximate quantities, if known. Slightly more ground water will be withdrawn from offsite by water purveyor to serve proposal (approximately 0.2 MGD max.) Stormwater will be discharged to grass percolation areas and drywells. (2) Describe waste material that vill be discharged into the ground from septic Links or ocher unitary waste treatment facility Describe the general she of the system, the number of houses to be served (If applicable) or the number of persons the system(s) are expected to Storm water runoff with household herbicides, npeririapc nnrl fprrilisprc could he discharged into the ground. (3) Describe any system., other than those designed for the disposal of sanitary waste, installed for the purpose of discharging fluids below the ground surface (include. •yaems such as [home for the disposal of storm water or drainage frog floor drain.). Describe the type of system, the a material to be disposed of through the system and the types of materials likely to be disposed of (including materials which may enter the .yarn inadvertently through spills or as a result of firefighting activities). llrywnllc [,rill ho ncpd to dicnnce of storm water from the most severe rainfall events. (4) 4111 my chemtcda (empeclally organic solvents or petroleum fuels) be stored In ahove- ground or underground storage tanks? If • , what types and quantities of aterlals will be stored? rhpmiralc accnriated will residential living will be stored above ground in small quantities in many homes. No underground storage will be allowed. 4 Evaluation For Agency Use only (VAC 192- 11-960) Section 11.10.130(1) S. EWIRONhOEVEAL nn2nnrs (continued) (5) What protective measures will be taken to insure that leaks spills of any chemicals stored or used on site will not be alloyed to percolate to groundwater (this Includes measures to keep chemicals out of disposal systems described in 3b(2) and lb(3)? Compliance with applicable local regulations and codes. c. Water Runoff (including storm water): (1) Describe the source of runoff (Including storm water) and method of collection and disposal if any (include quantities, if known). Where will chi. water flow? Will chi. ue er flow into other waters? If so, describe. The project will not create additional runoff flowing off —site. "Surface drainage will he collected in street gutters, and disposed of via seepage in street —side drainage • • (2) Will any chemicals be stored, handled or used on the site in s location where spill or leak will drain to surface or groundwater or to a storm water disposal system discharging to surface or groundwater? 0) Could waste materials enter ground or surface waters? If so, generally describe. Stormwater runoff from severe runoff events will he disposed of through drywells. d. Propose.. measures to reduce or control surface, ground, and runoff water impacts, if any (if the proposed action lie. within the Aquifer Sensitive Area be especially clear on cxptaomttons relating to facilities con Sections )b(4), 31(5), and )c(2) of chi* chtckll.t): Project will employ methods commonly used for compliance with '208' regulations. Landscaping will help reduce stormwater rnnnff. drvwellc and ratnntinn arena will dispose of excess storm water runoff. 4. PLANTS a. Check or circle type of vegetation found on the site: X deciduous tree: alder, aspen. other. SPOTANR nrvIRONKErAL ORDIUAFCE c;)t,- .,t_on ^ac oncitc. X eVergreen tree. (� ceder, pine, ocher. shrub.. "gray.. Pastore. X crop or grain. wet soil plants, cattail, buttercup, bullruah, skunk cabbage, other. water plants: ester 1111y, eelgrass, milfoll, other. _ ocher types of vegetation. b. What kind and amount of vegetation will be removed or altered? Most existing trees will be retained. Crop will be removed. lue spruce c. List ehrestened or endangered species known to be on or near the site. None. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: All building sites will be landscaped with grass, shrubs, and some new varieties of trees. Much of the natural vegetation will be retained. 5 Evaluation For Agency use Only IWAC 197 -11 -960) Section 11.10.230(1) B. ENVIRONMENTAL ELEMENTS (continued) ANIMALS a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: // birds: hawk, heron, eagl itsangbirdd other: mammals: deer, bear, elk, beaver, other: fish: bass, salmon, trout, herring, shellfish, other: other: b. List any threatened or endangered species known to be on or near the site. None. c. Is the site part of a migration route? If so, explain. No. d. Proposed measures to preserve or enhance wildlife, if any: The introduction of trees and vegetation to the site will likely attract more birds and squirrels than the current vacant site now does. 6. ENERGY ANO NATURAL RESOURCES a. What kinds of energy (electric, natural gas, wood stove, solar) will be used to meet the the completed project's energy needs? Describe whether it will be used for heating, manufac- turing, etc. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No Flertririty and natural one ic prnvided to the Site Primary heat sources are expected to be natural vas. electricity, and EPA certified woodstoves. No. SPOKANE ENVIRONMENTAL ORDINANCE c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, If any The current Northwest Energy Code requirements adopted by Spokane will be utilized in the building construction. ENVIRONMENTAL HEALTH a. Are there any environmental health hazards, Including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. (1) Describe special emergency services that might be required. Fire department, paramedics, police department 6 Evaluation For Agency Use Only (WAC 197 -11 -960) Section 11.10.110(1) H: RWVIROIDRIRAL HLD 1rS (continued) SPOKANE ENVIP.01110Z IAL ORDINANCE EIIVIROmer:AL NEAL'N (continued) (2) Proposed measures to reduce or control 'n:iroa ental heap. harards, if any: Maintenance of a r)Pfpncahle rlpar zone around homes and eliminate ladder fuels to reduce fire hazard is proposed. b. Noise: (1) What types of noise exist in the area which may effect your project (for example. traffic, equipment, operation, other? Tvpiral nnlcP 1ptelc accnriated with residential neighborhoods and arterial streets exist. These noise levels will not present an impact on the proposed project. (2) that types and levels of noise would be created by or associated with the project on short or a long - tem basis (tor example: traffic, rnnatruction. operation, other)' Indicate what hours noise would come from the site. Short term: Construction activities (l) T.nno term: Tvniral of residential activities Proposed measure to reduce or control noise impacts, if any Construction activities and site preparation will be limited to normal working daylight hours of operation. 8. LAIN AND SIIORELIIIE USE a. What is the current use of the site and adjacent properties' Crops of corn, berries, etc. ties the site been used for agriculture? If so. describe. Yes, corn and berries c. Describe any structures on the site. There are two residential structures and two garage sites. d Vast any structures be demolished, If no, which' None. e. What in the current toning damnification of the rtte? nR 7 S f. Whet is the current comprehensive plan designation of the site' Urban g. If applicable, whet is the current shoreline master progran designation of the site' N/A h. Has any pare of the site been classified es an enviromencal ly sensitive' area? If so, specify. No. 1. Approximately how many people would reside or work to the completed project? Approximately 216 people will reside on site when the 72 units are fully occupied. 7 Evaluation For Agency Use Only (VAC 197 -11 -960) Section 11.10.270(1) H. ENVIRONtSNIAL CLL`ENIS (continued) SPOEANE 01VIHONNEN AL ORDINANCZ Approximately how many people would the completed project displa None Proposed measures to avoid or reduce displacmcnc Impacts, if any: N/A 1. Proposed measures to ensure the proposal 1s compatible with existing and projected land uses and plans, if any Compliance with local zoning codes. 9. HOUSING a. Approximately how many units would be provided, if any? Indicate whether hlgh- lov- income housing. 72 None b. What views in the immediate vicinity would be altered or obstructed? None. None. d. Proposed measures to reduce or ontrol light and glare impact., if any: Compliance with local 8 Approximately how many units, if any, would be eliminated? Indicate whether high -, middle -, or low- income housing. Proposed measures to reduce or control housing Impacts, if any: Public hearings and compliance with local codes and conditions of approval for the project. 10. AESTHETICS a. Whet 1. the tallest height of any proposed ecructure(e), not including antennae? What. 1. the principal exterior building macerlsl(s) proposed? Maximum height will be 35' with exterior materials of wood, brick, steel or vynil with woodlike appearance. Proposed measure. to reduce or control aesthetic impacts, if any: Landscaping will help to buffer the visual impact the new buildings present and building design will require review by sponsor. 11. LICIT AND CLARE s. That type of light or glare will the proposal produce? .chat time of day would It mainly occur? Increase in lighting at night would occur with with outdoor security lights and traffic circulation. Could light or glare from the finished project be a safety hazard or interfere with views? ?stn What existing off -site sources of light or glare may affect your proposal' valuation For Agency Use Only (VAC 197-11-960) Section 11.10.230(1) D. ENVIRO?ffinAL ELEHENrS (continued) 12. RECREATION a. What designated and informal recreational opportunities are in the immediate vlcini ty? Evergreen Junior High School b. Would the proposed project displace any existing recreational uses? If so, describe. No. proposed e measures to reduce or control impacts on recreation. including recreational opportuni- ties to be provided by the project or applicant, if any: N nn U. HISTORIC AND CULTURAL PRESERVATION a. Are there any places or objects listed on or proposed for national, state or local preserva- tion registers known to be on or next to the site? If • , generally describe. No. b. Centrally describe any landmarks or evidence of historic archaeological, scientific or cultural importance known to be on or next to the site. None. c. Propo.td measures to reduce or control impacts, if any: N /A. SPOLANE ENV•I ROS3IZN AL ORDINANCE 14. TRANSPORTATION a. Identify public streets and highways serving the site and describe proposed access to the existing street system. Show -on site plena, If any. 16th Ave. to south and Evergreen Road to east are designated as arterials. b . Is site c ntly served by public transit? If not, what is the Approximate distance to the nearest transit stop? YPC_ c. Nov many parking spaces would the completed project have? Nov many Would the project eliminate' Approximately 304 parking spaces would be added. No spaces would be eliminated. d. U111 ] -pnp-:r3. require any new road, or street.. or improvements to existing roads or streets not including driveways? If • , generally describe (Indicate whether public or'prlvste). All interior streets will be new. Existing adjacent streets (16th Ave. and Evergreen Road) will be widened and curb and sidewalk added. Will the project use (or occur in the Immediate vicinity of) sac , rail, or sir transportation' If so, generally describe. No. 9 Evaluation For Agency Use Only (VAG 197 -11 -960) Section 11.10.230(1) D. ENVIRONMENTAL ELEMENTS (continued) 'Now many vehicular tripe per day would be generated by the completed project? If knovn, indicate when peek would occur. Annrnximately 720 vehicle trios Der day are projected based on 10 trips per unit. The peak trips would occur from 7 -9 am and again from 4 -6 pm associated with trips to a from work. Proposed measures to reduce or control transportation impact., If any: The use of public transit is very convenient for this site and should be encouraged. 15. PUBLIC SERVICES a. Would the project result in an increased need for public 'armlets (for example, fire protection, police protection, health care, schools, other)' If so, generally describe. The potential for increased need for public services such as pnliro fire emprgyrry resnonse. postal and schools will feel some effect as a result of the site development. Proposed measures to reduce or control direct Impacts on public services, i any: Adequate access and fire hydrants and lighting will take into consideration safety concerns. Increased taxes will hpin fund some additional services. 16. ILICIrS a . e. Circle ut111[les currently ay.l Lble at [he site: / f "17.• telepnonei sanitary Botta septic system, other. Date Proponent: 7 X93 Cox cable TV Describe the utilities that are proposed for the project, the utility providing the service and the general construction activities on the site or in the immediate vicinity which might be needed. Sewer - Spokane County Water -Vera Water & Power- Vera Water & Power Refuse - Valley Garbage Gas -WWP Telephone -U.S. West Cable -Cox Cable C. SIGNATURE I, the undersigned, s u t under the penalty of perjury that the above re sperm a made truthfully and to the beat of my knowledge. I also understand chat, should there be any willful misrepresentetlon or villful lack of full disclosure on my part, the agency may withdraw any determined of, nonalgniflcance that it might issue in reliance upon this checklist. / (Signature) Phone: q Person ./` completing Phongl2J FOR STAY/ USE ONLT Staff member(*) reviewing checklist: Bawd on this staff review of the environmental checklist and other pertinent information, the staff: Concludes that there are no probable significant adverse impacts and recommends • determination of none ignl ficance. D. d Concludes that probable significant adverse environmental tapact• do exist for the current proposal and recommends • mitigated deter - mtna tlon of non.l gnif lc Roc with conditions. C. Concludes that there are probable significant adverse environmental impacts and recommends a determination of significance. TILING TEX - *75.00 10 em /v Proponent SPOKANE ENVIRON.`CNTAL ORDINANCE natural gas Cater, refuse Date: Evaluation For Agency Use Ooly / cba.docizaA0 mdreasPlev,C�(�nt or ype) /K 8 C WYr-er 1 Y /29) 23 t 4097 614204 15 TH AV up 13 TH 12TH 13 ,�T..H...a*.;. A7E 19TH _ 26 27 128 7Tr1 AVE 1 . ., 8TH AVE J 'AVE 13T11 AVE 37 138 O T'.. TEMP. CLbSueE iLAM SCe 12TH OE`�!., T W 51X EtN 22 r,d ., I113TH IT ? DHAAENS SQLARE • cc A VEi1 k ,4v E i ■a • 29 1 30 r, " ?: Car 139 N rn TH RctOorec* or 779SS 14C Ial 1"2 O+ Q w 0 0 O 7'/•T7'7 a r STw 13TP TE NTH 143 ,49 ENGIN 1 > -- PRELIMINARY SUBDIVISION AND ZONE RECLASSIFICATION APPLICATION A. GENERAL INFORMATION: NAME OF APPLICANT/REPRESENTATIVE: Wig ACCnriarpc MAILING ADDRESS: c/o IPEC. S. 25 Altamont CITY: Spokane STATE: WA PHONE: 57S n (work) IF APPLICANT IS NOT OWNER, INCLUDE WRITTEN OWNER AUTHORIZATION FOR APPLICANT TO SERVE AS REPRESENTATIVE. LEGAL OWNER'S NAME: A.J. Dhaenens PHONE: MAILING ADDRESS: 1404 S. Evergreen PROJECT/PROPOSAL SITE AREA (acres or sq. ft) 13 •ac. • ADJACENT AREA OWNED OR CONTROLLED (acres or sq. ft.) 11 At. ASSESSOR PARCEL #S OF PROJECT/PROPOSAL 45224 .2676 ASSESSOR PARCEL #'S OF ADJACENT AREA OWNED OR CONTROLLED N/A STREET ADDRESS OF PROPOSAL N/A EXISTING ZONE CLASSIFICATION(S) (DATE ESTABLISHED) TIP - 1 EXISTING USE OF PROPERTY Si family residential , PROPOSED ZONING UR -7 with PUD overlay COMPREHENSIVE PLAN CATEGORY n a SCHOOL DISTRICT Central Valley FIRE DISTRICT 1 PROPOSED USE OF PROPERTY: Single family dwellings (X) Duplexes ( ) Manufactured homes ( ) Business ( ) Other ( ) - Describe: LIST PREVIOUS PLANNING DEPARTMENT ACTIONS INVOLVING THIS PROPERTY: Nnne that [ATP arP aware of 13 . LEGAL /ZONE RECLASSTFICATTON INFORMATION: LOCATION OF PROPOSAL: SECTION 22 i> I O >�l.)E)11^; C I i I ET r . PLANNING DEPARTMENT racts 181 & E1 /2 180 SE 1/4 TOWNSHIT PART I 25 ZIP 99202 (home) WATER PURVEYOR Vera Multifamily dwellings ( ) Industrial ( ) Mixed Use ( ) RANGE NAME OF PUBLIC ROAD(S) PROVIDING ACCESS: 16th and Evergreen 44 WIDTH OF PROPERTY FRONTING ON PUBLIC ROAD: _ 400 and 600 feet DOES THE PROPOSAL HAVE ACCESS TO AN ARTERIAL OR PLANNED ARTERIAL (X) YES ( ) NO NAME(S) OF ARTERIAL ROADS 16th & Evergreen LEGAL DESCRIPTION OF PROPERTY (Attach legal description stamped by Land Surveyor). INCLUDE LEGAL DESCRIPTION FOR ENTIRE AREA TO BE SUBDIVIDED ON PRELIMINARY SUBDIVISION MAP AND REQUES ILD ZONING FOR EACH LOT AND BLOCK FOR MULTIPLE ZONE REQUESTS. Cc= attarherl SUBDIVISION AND ZONE RECLASSIFICATION APPLICATION Page 2 of 4 IF YOU DO NOT HOLD TITLE TO PROPERTY, WHAT IS YOUR INTEREST IN IT? Contract Purchaser WHAT ARE THE CHANGED CONDITIONS OF THE AREA WHICH YOU FEEL MAKE THIS PROPOSAL WARRANTED ?. Urban Services have become available adjacent to to this site. WHAT IMPACT WILL THE PROPOSED ZONE RECLASSIFICATION HAVE ON THE ADJACENT PROPERTIES? Short Term: increased traffic Iona Term• a tf -i land use. WHAT FACTORS SUPPORT THE ZONE RECLASSIFICATION? WHAT MEASURES DO YOU PROPOSE TO MITIGATE YOUR PROPOSAL'S IMPACT ON SURROUNDING LAND USE? C. PRELIMINARY SIIBDTVISION GENERAL TNFORMATTON: NUMBER OF LOTS: 72 lots TYPICAL LOT SI7F• 4 400 SF to SMALLEST LOTSWF• 50 X 89 @ set back line PROPOSED SOURCE OF WATER: Individual wells ( ) Public system ( Other ( ) - Describe: PROPOSED MEANS OF SEWAGE DISPOSAL: Public sewer (x) Community system Double Plumbing ( ) Dry Sewer ( ) Describe: UTILITY COMPANIES AND /OR DISTRICI S TO PROVIDE SERVICE TO THIS PROPOSAL: Electricity: period. LEVEL OF STREET IMPROVEMENTS PROPOSED: Public roads ( ) Arterial roads ( ) DESCRIBE ANY COMBINATION OF ABOVE: GROSS,AREA: 13 ac. PROPOSED NET DENSITY *: 5.54 lots per ac. MINIMUM FRONTAGE: 50' @ Private Community System ( ) Septic tank and drainfeld ( ) Other ( ) Sewer: Spokane County Gas: t.nav Water: vara Phone: U.S. West DO YOU, OR THE OWNER IN THE EVENT YOU DO NOT OWN THIS PROPERTY, HAVE ANY PLANS FOR FUTURE ADDITIONS, EXPANSIONS OR FURTHER ACTIVITY RELATED TO THIS PROPOSAL? Ycs ( ) No (X) IF YES, EXPLAIN: D. PRELIMINARY SUBDIVISION IMPROVEMENT INFORMATION: Private roads k) Tract X roads ( ) setback line ESTIMATED TIME PERIOD EXPECTED FOR COMPLETE DEVELOPMENT OF THE SUBDIVISION: Developed in 4 phases or approximately 15 -20 lots over a 4-5 year time IS PHASING OF THE FINALIZATION OF THE SUBDIVISION PROPOSED? Ycs ( No ( ) IF YES, SHOW PHASING ON THE PRELIMINARY SUBDIVISION MAP. IS.DEDICATION OF LAND FOR PUBLIC USE CONTEMPLATED (Parks, schools, etc.)? Ycs () No ( ) IF YES, DESCRIBE: * NET DENSITY IS UNITS OR LOTS PER ACRE MINUS PRIVAIE AND /OR PUBLIC ROAD AREA. SUBDIVISION AND ZONE RECLASSIFICATION APPLICATION Page 3 of 4 PART II THIS SECTION OF THE APPLICATION WILL PROVIDE THE PLANNING DEPARTMENT STAFF WITH WRI1"IEN VERIFICATION THAT THE APPLICANT HAS HAD PRELIMINARY CONSULTATION WITH THE AGENCIES IDEN I IF1ED. RESULTS OF THE PRELIMINARY CONSULTATION SHALL BE INCORPORATED IN THE PROPOSAL BEFORE FINAL SUBMITTAL TO THE PLANNING DEPARTMENT. FIRE MARSHALL /FIRE DISTRICT A. THIS PROPOSAL IS WITHIN FIRE PROTECTION DISTRICT NO. / B. ADEQUATE ARRANGEMENTS (HAVE) (HAVE NOT) BEEN MADE TO MEET OUR NEEDS IN PROVIDING FOR AN ADEQUATE WATER SYSTEM AND FACILITIES FOR FIRE PROTECTION PURPOSES. G4/t Re5/zee --like C. RECOMMENDED FIRE FLOW: / OR UNABLE TO CALCULATE NOW BECAUSE USE IS NOT DEFINITIVE; AND WILL BE DETERMINED AT BUILDING PERMIT APPLICATION TIME. D. REQUIREMENTS INCLUDE: (1 Oa h ail 19 C- / :`ISI ghr,b0. le F' S ?Ka•te,Vt Ay Fre . FIRE DISTRICT (J . SIGNATURE/TITLE DATE A. COMMENTS: A. COMMENTS: A. COMMENTS: WATER PURVEYOR A . SATISFACTORY ARRANGEMENTS FOR DOMESTIC WATER AND FIRE FLOW REQUIREMENTS (15:) (HAVE NOT) BEEN MADE. B. REQUIREMENTS /COMMENTS: .. > , , , R r , a ' . , grry ' fwh ( 'n si4Ct WATER DISTRICT StGNATURE/TITLE DATE COUNTY ENGINEER A PRELIMINARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQUIR ENTS FOR ROADS AND DRAINAGE HAVE BEEN DISCUSSED WITI THE APPLICANT. A. COMMENTS: i / / / A / / / A 2 9 2 NATUR S E DATE li COUNTY UTILITIES A PRELIMINARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQUIREMENTS FOR SUBMITTAL OF THIS PROPOSAL (HAVE) ,(ItAVE NOT) BEEN SATISFIED. THE DESIGNATED WATER PURVEYOR FOR THIS SITE IS J/er/) 31( ' A9 -93 SIGNATURE/ITTLE DATE HEALTH DISTRICT A PRELIMINARY DISCUSSION HAS TAKEN PLACE •ia•: _ •. • AL REQUIREMENTS FOR SUBMITTAL OF THIS PROPOSAL (HAVE) (. • VE NO BEEN SATISFIED. njOZTIA SIGNATURE/TITLE SEWER PURVEYOR A PRELIMINARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQUIREMENTS FOR THE PROVISION OF PUBLIC SEWER ARE UNDERSTOOD BY THE APPLICANT. £4/ .may Ana- SIGNATURE/ L/ 71/ 3 DATE DATE SUBDIVISION AND ZONE RECLASSIFICATION APPLICATION EXPIRES 1208 At1rlTL, STATE OF WASHINGTON ) ) ss: COUNTY OF SPOKANE ) l , 1992, BY en v .: \v •I DATE SUBMI I I ED: PART III SURVEYOR VERIFICATION A LICENSED LAND SURVEYOR, HAVE COMPLETED THE INFORMATION ZONING MAP, LEGAL DESCRIYI ION, AND PRELIMINARY PLAT HAVE BEEN UNDER MY SUPERVISION IN ACCORDANCE WITH THE REQUIREMENTS OF ZONING /SUBDIVISION REGULATIONS AND THE LAWS OF THE STATE OF S, 2 S 2t4L a/ PART IV (SIGNATURE OF PROPERTY OWNERS OR LE 1 IER OF AUTHORIZATION) I, THE UNDERSIGNED, SWEAR UNDER PENALTY OF PERJURY THAT THE ABOVE RESPONSES ARE MADE TRUTHFULLY AND TO THE BEST OF MY KNOWLEDGE. I FURTHER SWEAR THAT I AM THE OWNER OF RECORD OF THE AREA PROPOSED FOR THE PREVIOUSLY IDENTIFIED LAND USE ACTION, OR, IF NOT THE OWNER, ATTACHED HEREWITH IS WRI 1 1EN PERMISSION FROM THE OWNER AUTHORIZING MY ACTIONS ON HIS/HER BEHALF. SIGNED: Stadea,e /"" DATE: 40.1' 0-t ADDRESS: PHONE: ZIP: SIGNATURE OF APPLICANT OR REPRESENTATIVE DA l E SIGNED AND SWORN TO /AFFIRMED BEFORE ME ON THIS 30,x(, DAY OF PART V (TO BE COMPLE 1 ED BY THE PLANNING DEPARTMENT) DATE ACCEPTED: BY TOTAL FEES' RECEIPT #: Page 4 of 4 DALE: 7/3 0 /73 PHONE: 5 15 -1 /9, 9 ZIP: 99 ZO Notary Public in and for the State of Washington Residing at: _ 7et'y W 47e-e- My appointment expires: arc 30 . / 9 9 Y ll// May 26, 1993 at 1:15 Dhaenens Square Preliminary Plat and Zone Reclassification from Urban Residential -3.5 (UR -3.5) to Urban Residential -7 (UR -7) with PUD O verlay Zone Generally located at the northwest corner of 16th Avenue and Evergreen Road in the SE 1/4 of Section 22, Township 25 North, Range44 EWM, Spokane County, Washington. COMPREHENSIVE PLAN: Urban within the Priority Sewer Service Area (PSSA) EXISTING/PROPOSED ZONING: Urban Residential -3.5 to Urban Residential -7 with PUD Overlay zone PROJECT DESCRIPTION: Preliminary plat to divide approximately 13 acres into 72 lots for single family dwellings and zone reclassification from Urban Residential -3.5 to Urban Residential -7 with PUD Overlay zone PARCEL NUMBER: 45224.2676, .2679 S11 SIZE Approximately 13 acres APPLICANT: WRS Associates c/o IPEC . 25 South Altamont Spokane, WA 99202 (509) 535-1410 ASSIGNED PLANNER: Tim Lawhead RECEIVED MAY 0 5 1993 SPOKANE COUNTY ENGINEER FRONT YARD SIDE YARD PROPOSED BUILDING SETBACKS UR 7 ZONE 5' PER STORY 20' 5' PER STORY (INTERIOR LOTS) 10' ADJACENT TO PUD PERIMETER SIDE YARD FLANKING PRIVATE ROAD 10' REAR YARD 10' ON PRIVATE ALLEY PHASING The project of Dhaenens Square will be finalized in phases of approximately 15 to 20 lots each phase over a time period of 4 to 5 years depending on market conditions. SCHOOLS Dhaenens Square is within the Central Valley School District. The attendance boundaries for each of the schools is continually changing. However, the closest schools to the proposal are as follows: CLASSIFICATION Elementary Middle(Junior High) High School SCHOOL NAME McDonald Evergreen Jr. High Central Valley DISTANCE .5 Mile • 3 Blocks 1.3 Miles EMERGENCY SERVICE Dhaenens Square is within Fire District #1. The nearest District #1 fire station to the proposal is located at Broadway and Sullivan. The Sponsor will work with District #1 to define and provide defensible zones around each residence. PUD /ZONE COMPLIANCE PARAMETER COMMENTARY FOR DHAENENS SQUARE PLANNED UNIT DEVELOPMENT MAY 1993 GENERAL Dhaenens Square is proposed as a planned unit residential development of 72 single family homes on approximately 13.0 acres. The project is bordered on the East by Evergreen Road, on the South by 16th Avenue, and on the north and west by tracts of one acres or more. The sponsor after considering all aspects of the site has attempted to design a project with the most possible flexibility by utilizing private roads and a PUD overlay zone. LAND USE The project consists of 72 individual lots on 13.0 acres for a gross density of 5.54 lots per acre. The project is proposed to accommodate either duplex structures having separate ownership of each living unit; or, single family detached homes. UR -7 zoning is requested to allow attached housing on lots smaller than 20,000 sq. ft. (10,000 sq. ft. per living unit) as required in the existing UR 3.5 zone. A Planned Unit Development (PUD) overlay is proposed to allow more than eight lots to be served on a private road and to allow more flexibility with building setbacks and to allow for the use of smaller net lot sizes. Single detached structures are proposed with the minimum lot width at the building setback will be 50 feet. No bonus density is requested. Compliance with requirements of the UR 7 zone and the PUD overlay is demonstrated in the table below. ALLOWANCE /REQUIREMENT THIS PROPOSAL TOTAL AREA N/A 13.0 AC. AREA OF PRIVATE ROADS N/A 2.4 AC. NET DEVELOPABLE AREA N/A 10.6 AC. UNITS PER ACRE 7.0 6.8 UNITS /AC (Based on net developable area) TOTAL LOTS OPEN SPACE 74 LOTS 72 LOTS 10% OF 13.0 AC. = 1.3 AC. 2.0 AC. Approximately 1.3 acres of open space are required to comply with the requirements @i the PUD overlay zone. Most of the open space proposed is to be park like areas. TIIa MAY 0 5 1953 mmHg COUNTY open space or common areas will also contain '208' stormwater control facilities. The entire project will be have a 6 ft. high fence. WATER SERVICE The project will be served with water by Vera Water and Power Company. Vera's existing main runs north and south along Evergreen Road and also along 16th Avenue. A water main will be extended into the project to provide public water service and fire protection. SEWER SERVICE The project will be_ serviced by a public sewerage system operated by Spokane County. STREETS All internal streets providing direct access to the proposed lots will be private with curbs and paving. Improvement widths for private streets will be 27 ft. with rolled curbs. An alley way is also proposed being 24 feet in width with asphalt paving. Both Evergreen Road and 16th Avenue are collector arterial with 100 feet of right of way projected as needed. This project has allowed for dedication of some right of way and future acquisition areas. The project's private road system will provide two access points, One onto 16th Avenue and one on Evergreen Road. STORM DRAINAGE The project is within the Aquifer Sensitive Area and require compliance with '208' regulations. No flood hazard areas, wetlands or defined drainage courses exist on the site. UTILITIES Electrical service exists adjacent to the project site and will be provided to the site by Vera Water and Power Co. A natural gas line and will be extended into the project. Telephone service exists adjacent to the project site and will be provided to the site by U.S. West. Cox Cable has service in the area. HOMEOWNERS ASSOCIATION Each homeowner within the project will be included in a Homeowners Association whose responsibility will include: a. Enforcement of architectural, landscaping and general appearance standards. b. Maintenance of streets c. Maintenance of open space areas d. Maintenance of storm drainage facilities Each homeowner will be assessed to provide Homeowners Association operating funds. BUILDING SETBACKS Building setbacks within the PUD are proposed as follows: RECEIVED MAY 0 s 1993 SPOKANE COUNTY ENGINEER TO: S P O K A N E :J' i:Y :it uIu- Y','6' C O 13 N T PLANNING DEPARTMENT WALLIS D HUBBARD, DIRECTOR MEMORANDUM Pat Harper, Spokane County Division of Engineering Bill Wedlake, Spokane County Utilities Department Steve Holderby, Spokane County Health District Wyn Birkenthal, Spokane County Parks & Recreation Department Ted Trepanier, Department of Transportation Connie Brady, Spokane Transit Authority Susan Winchell, Boundary Review Board Central Valley School District Vera Water and Power Fire District No. 1 WA State Department of Ecology United States Postal Service FROM: Paul F. Jensen, Senior Planner DATE: May 5, 1993 RE: Dhaenen Square Preliminary Plat and Zone Reclassification from Urban Residential -3.5 to Urban Residential -7 with PUD Overlay Zone APPLICATION ACCEPTANCE AND DESIGN REVIEW MEETING MAY 26. 1993 AT 1:15 COUNTY PLANNING CONFERENCE ROOM. 2ND FLOOR Please review the above application and use the attached APPLICATION ACCEPTANCE AND DESIGN REVIEW MEETING FORM for your comments. The Planning Department encourages your presence at this meeting. The sponsor and representative have been invited to also attend. If you can not attend, please forward your review comments on the attached form to Tim Lawhead for the meeting. The attached APPLICATION ACCEPTANCE AND DESIGN REVIEW FORMS will be given to the sponsor at the meeting and included in the Planning Department file (so bring three copies to the meeting). Thanks for your cooperation. If you have any questions about the application, please contact Tim Lawhead of the Planning Department at 456 -2205. c: WRS Associates, c/o IPEC, 25 South Altamont, Spokane, WA 99202 Attachments: Application Acceptance and Design Review Form, Project Design, Site Plan WEST 1026 BROADWAY AVENUE SPOKANE, WASHINGTON 99260 -0240 • (509) 456 -2205 RECEIVED MAY 0 5 1993 SPOKANE COUNTY ENGINEER- 4 COilfult I iffll CITY: Spokane STATE: PLANNING DEPARTMENT PRELIMINARY SUBDIVISION AND ZONE RECLASSIFICATION APPLICATION PART I A. GENRRAI, INFORMATION: NAME OF APPLICANT/REPRESENTATIVE: WRS Assoc' iar MAILING ADDRESS: c/o IPEC. S. 25 Altamont WA B . LEGAL /ZONE RECLASSIFICATION INFORMATION: LOCATION OF PROPOSAL: tracts 181 & E1/2 180 SE 1/4 SECTION 22 TOWNSHI" 25 ZIP: 45224.2679, .2676 RANGE NAME OF PUBLIC ROAD(S) PROVIDING ACCESS: 1 6th and Evergreen 99202 PHONE: 5, s -1 G 1 n (work) (home) IF APPLICANT IS NOT OWNER, INCLUDE WRITTEN OWNER AUTHORIZATION FOR APPLICANT TO SERVE AS REPRESENTATIVE. LEGAL OWNER'S NAME: A. J. Dhaenens PHONE: MAILING ADDRESS: 1404 S . Evergreen PROJECT/PROPOSAL SITE AREA (acres or sq. ft) 13 ac. ADJACENT AREA OWNED OR CONTROLLED (acres or sq. ft.) 1 a ar ASSESSOR PARCEL #S OF PROJECT/PROPOSAL ASSESSOR PARCEL #'S OF ADJACENT AREA OWNED OR CONTROLLED N/A STREET ADDRESS OF PROPOSAL N/A EXISTING ZONE CLASSIFICATION(S) (DATE ESTABLISHED) TIP z s EXISTING USE OF PROPERTY Single family residential PROPOSED ZONING UR -7 with PUD overlay COMPREHENSIVE PLAN CATEGORY SCHOOL DISTRICT rontral Vall FIRE DISTRICT 1 WATER PURVEYOR Vera PROPOSED USE OF PROPERTY: Single family dwellings (X) Duplexes ( ) Multifamily dwellings ( ) Manufactured homes ( ) Business ( ) Industrial ( ) Mixed Use ( ) Other ( ) - Describe: LIST PREVIOUS PLANNING DEPARTMENT ACTIONS INVOLVING THIS PROPERTY: Nnno that we are aware of 44 WIDTH OF PROPERTY FRONTING ON PUBLIC ROAD: _4$1 . Ann DOES THE PROPOSAL HAVE ACCESS TO AN ARTERIAL OR PLANNED ARTERIAL (X) YES ( ) NO NAME(S) OF ARTERIAL ROADS 16th & Evergreen LEGAL DESCRIPTION OF PROPERTY (Attach legal description stamped by Land Surveyor). INCLUDE LEGAL DESCRIPTION FOR ENTIRE AREA TO BE SUBDIVIDED ON PRELIMINARY SUBDIVISION MAP AND REQUESTED ZONING FOR EACH LOT AND BLOCK FOR MULTIPLE ZONE REQUESTS. Coo attarhed SUBDIVISION AND ZONE RECLASSIFICATION APPLICATION Page 3 of 4 THIS SECTION OF THE APPLICATION WILL PROVIDE THE PLANNING DEPARTMENT STAFF WITH WRITTEN VERIFICATION THAT THE. APPLICANT HAS HAD PRELIMINARY CONSULTATION WITH THE AGENCIES IDENTIFIED. RESULTS OF THE PRELIMINARY CONSULTATION SHALL BE INCORPORATED IN THE PROPOSAL BEFORE FINAL SUBMITTAL TO THE PLANNING DEPARTMENT. FIRE MARSHALL /FIRE DISTRICT A. THIS PROPOSAL IS WITHIN FIRE PROTECTION DISTRICT NO. / B. ADEQUATE ARRANGEMENTS (HAVE) (HAVE NOT) BEEN MADE TO MEET OUR NEEDS IN PROVIDING FOR AN ADEQUATE WATER SYSTEM AND FACILITIES FOR FIRE C. PROTECTION PURPOSES. � FLOW: !e G6' Re ; OR OR UNABLE TO CALCULATE NOW BECAUSE USE IS NOT DEFINITIVE; AND WILL BE DETERMINED AT BUILDING PERMIT APPLICATION TIME. bI D. REQUIREMENTS INCLUDE: W e , it',, a 111 e emu, A)4,tiri^ t Fi — Siek Vet s R_ � � - 5Peat f- a9 - ? - FIRE DISTRICT cJ SIGNATURE/TITLE DATE ell a`Vp,- Mck WATER DISTRICT PART II WATER PURVEYOR A. SATISFACTORY ARRANGEMENTS FOR DOMESTIC WATER AND FIRE FLOW REQUIREMENTS (E) (HAVE NOT) BEEN MADE. B. REQUIREMENTS /COMMENTS: �.�,.. 2.�p.2 �.q� 2 6:t._ a.3 St DATE COUNTY ENGINEER A PRELIMINARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQU ENTS FOR ROADS AND DRAINAGE HAVE BEEN DISCUSSED WIT7 THE APPLICANT. n A. COMMENTS: A. COMMENTS: !/ A COUNTY UTILITIES A PRELIMINARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQUIREMENTS FOR SUBMITTAL OF THIS PROPOSAL (HAVE) (HAVE NOT) BEEN SATISFIED. THE DESIGNATED WATER PURVEYOR FOR THIS SITE IS (/PI'S' SI NATUR SIGNATURE/TITLE HEALTH DISTRICT SEWER PURVEYOR / 2 -9 APP---' DATE </ -29-93 DATE A PRELIMINARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQUIREMENTS FOR SUBMITTAL OF THIS PROPOSAL (HAVE) (HAVE NOT) BEEN SATISFIED. A. COMMENTS: SIGNATURE/TITLE DATE A PRELIMINARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQUIREMENTS FOR THE PROVISION OF PUBLIC SEWER ARE UNDERSTOOD BY THE APPLICANT. A. COMMENTS: £I//c. SIGNATURE/TITLE DATE /CON. LIC?NO. WRSAS -245MG S. - - = "� - -" ' ' 28- 810/1251 n) -TAX 'NO. C -600- 202 -219 " ES . " . INLAND NORTHWEST BANK A TE Samth` TELEPHONE 922 -0782 12072 nomes - 421 W. Riverside Spokane, WA 99201 .Vintage ' Style .Of Living ; P.O. BOX 14084.• SPOKANE,'WA 99214 • • PAY ,f bt a'g LTO TH EORDERO FOR J ' %Y JL' ;:rl' , :".1 - 10W. PAID I BEGINNING � CASH , BALANCE ')I• -' AMOUNT: ( /Y1 1/0 °' CHECK PAID f S BALANCE MONEY o W..a.m...wes DUE • ORDER T00'3 941011 , 3 h' i" DATE nnl 1 ARS CHECK NO. . •AMOUNT SMITH HOMES 'DOLLARS P ; >7/6 S P O K A N G OFFICE OF THE COUNTY ENGINEER • Ronald C. Hormann, P.E., County Engineer known as: ENGINEER'S AGREEMENT NUMBER 2)7/(P This agreement between Spokane County and PRIORITY FEE AGREEMENT Owner (t.e. owner, agent, etc.) is entered into this 8th day of February , 19 94 . This agreement is applicable to the project whose interest in the project is Dhaenen Square (project aaoress or wename & we [tamper) 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. Reimburse Spokane County for project review and inspection fees as specified in Chapter 9.14 of the Spokane County Code. The fees will be based on double -time cost incurred by Spokane County for project reviews plus ten percent administrative charge, and will be billed monthly as accrued. Any final billing amounts, to include any late fees or any other expenses incurred in the collection of an overdue account must be paid prior to the County's acceptance of the project for filing. 3. The undersigned agrees that these fees are due and payable upon receipt of the billing as specified above. 4. Any invoices not paid within 30 days of the invoice date will be subjected to a late fee charge of 1% per month (12% per year) on the unpaid balance of the account and any accrued late fee charges. In addition, if any outstanding balance on the account for this project is not paid within 30 days of the invoice date, no further reviews of the project documents will be conducted until the entire account balance is paid. Any balance on the account for this project not paid within 65 days of the invoice date may result in legal action or the initiation of other collection procedures, including referral to a collection agency. The Sponsor will be liable for any and all expenses incurred by the County for the collection of overdue accounts. 5. The monthly billing should be sent to the attention of: NAME: ADDRESS: CITY, STATE: ZIP CODE: PHONE #: W.R.S. & Associates P.O.Box 14084 Spokane, WA. 99214 922 -0782 SIGNATURE By: (PRINT NAME) RETURN PINK COPY TO SPOKANE COUNTY ENGINEERS k\pV\priority.fee 820/93 W. 1026 Broadway Ave. C o v rt m y A DIVISION OF TI 1E PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director William Smith, W.R.S. & Associates (name of person) I understand that failure to pay these fees may result in delay in completion or approval of the project or other possible sanctions. ❑ If this fee agreement is completed by someone other than the Sponsor (i.e., the project owner or a principal in the firm sponsoring the project), such as the Engineer designing the project, then written authorization from the Sponsor specifically authorizing the Agent to execute this Fee Agreement is attached to this Fee Agreement. Spokane, WA 99260 -0170 (509) 456 -3600 FAX (509) 456 -4715 RECEIVED FEB 23 1994 Carob ED$IDeerlt!$ 1 I aik parxmetlti . 0 0 0 0 0 ❑ Energy Code Info ❑ Fire Safety Review ❑ Manufactured Home ❑ Mechanical Permits ❑ Other Permits ❑ Plumbing Permits ❑ Private Road Info ❑ Residential Review ❑ Sewer Permits n n n n • Date: IName Address Addressing Comments: Building Permit Code Information Commercial Review Conference Reviewer Time out I¢1 I I PERMIT CENTER PASSPORT 1 IPIIJitiiui gill riAtt ❑ Admin. Exception ❑ Arterial Rd Plan Info ❑ Binding Site Plan Info ❑ Cert. of Exemption ❑ Comprehensive Plan ❑ Cond. Use Permit ❑ Nonconforming Use ❑ Permit Review ❑ Shorelines Info Short Plat Info ❑ Subdivision Info ❑ Temp. Use Permit ❑ Variance Appl. ❑ Zone Check ❑ Zone Info CUSTOMER ROUTING ❑ NO FEE REQUIRED Reviewer Time out €NGINedi iOt tbnen' ❑ Approach Permit ❑ Flood Plain Permit ❑ Public/PrivateRoads ❑ Res. Bldg Permit Rev. 0 9 n I hell Number: Phone Site Drainage Info Subdivision Review Utility Permit Zone Change Review Time out ❑ APA Payment ❑ Cert. of Exemption LJ Kivision Review ULID/Sewer Info ❑ Zone Change Review n ❑ NO FEE REQUIRED ;D 1 7J I a : I/o t '14 AVE No-Z - 4TH :VEN 2 ELF1H 4 5 eg 6 o• 0 • . - • ■ . • . 4 .1 EnITH A E. 5 P.19 22. 3 50 TENT • 0 - 45 ::: i3 13 h 1 1 1 DESCif/PT/ON 41 • - v flue 1 1 8 0 1 1 4k -L NE 21. 1 'C. = •teipae 29701 7.;;;;;;..°' N2 15th Avenun N' ZOOG-- C:r;ON REPRODucg0 FRoA4 L/NEnt TO r-iyL A " 0 A Ai , cost ne ses s 7? 4 Jr A GO Ct5 t: 44 I19 • - • 1 za 1 N. !•:11: 0 G #`••4 t ■.• .9 0 0 oJ 50' S • ral4P-W 13.77 A g: A 0 04 -t. t Q.'S Ave. :goy No. 1201 I 5 14 Acne 1/419' jtf Ins" ; 42-71 or4r -J 17 t Av .No.2136 0 N 0 4 5 2. 22 23 4 cia'AvE - • ; ' • L.9 4 3 ,,•VE' r ! - • k II ' PLAT NAME P 1i1 a' fi-IAEN6NS 5G un-2'e STATISTICS Plat Check Fee Number of Lots Road Miles (New) Total Area North Arrow Scale Legend Procedures & Eauipment Basis of Bearings Plat Location By Title Official Signature Blocks Surveyors Certificate Road Names Road Widths Adjacent Area Lot & Block Numbers R/W Dedication designated 1 Foot Strips 3 RPS on GLO Corners Tract X Lot Areas Bench Mark Closure 1 Description (To Mau) 1 Description (To Cert) Owners Certificate to Plat 1 Foot Strips RID - CPR Statement 1 Access Prohibited 1 R/W Dedication 1 Drainage Language Flood Insurance Stormwater Management 208 Bonds - $1,000.00 ea Private Road Doc. #'s Private Road Warning 1 Road Plans 1 Bond RoadImpro 1 Signed By Engineer k \jUfplalllsl.ck ,'e a -fr- t ,Cob tk li'tnti- (4Re:A T(LAC - 1 C 1 GI AL e O /� / 1L rt.P L ter , mato n,r - T I �CCC k RY� MAP nEntrATION A_ wEGc ' rt. 208 PLANS APPROVED II /6 R( Yy� . .,, i T 2�1 J ' n /e 6pf ` J4!I a 1/60 II -x n Flo, r) .,fir -t &qr , -s Win! l Ahr J - C2 Vesfit S 1 tuCc 1 E } —tgPr rQ DATE (P L _ k ` ry-e CJ }, ryC ne rtt �J /, 4 ride AEA- ate (7 IAi /A Irte 6 I nJ? �/f- c p ' /Y4 p )rl 7 P A I A/ , F, in) e 1�1t�c et 14) IP eu05 e- c rkeck- D, fi I NA G INLAND PACIFIC ENGINEERING - TRANSMITTAL TO: SPOKANE COUNTY ENGINEERS ATTENTION: Dave Berto PROJECT #: PE- 1716 -93 Description: ❑ Blueline Prints ❑ Copy of Letter • Drainaae Lanauaae ❑ Original Drawing ❑ Contract Documents ❑ ❑ Work Authorization ❑ Report ❑ No. Copies Description 1 1 Purpose Remarks Signed: 707 W. 7th Avenue, Suite 200 Spokane, WA (509)458-6840 Fax: (509)458 -6844 Wordina for Plat Dedication Proposed Drainaae Covenant DATE: November 3, 1994 I.P.E.C. PROJECT #. 93105 :'`'rs F rcrr PROJECT NAME: '' 0 3 1994 DHAENENS SQUARE: PHASE I SYUiUu t ■b;3i.iP c:iulNE[R • Information ❑ Review & Comments ❑ Per Your Request ❑ Written Approval ❑ Signature & Return ❑ Dave - Please check the wording for the Plat Dedication regarding the Drainage Language as highlighted. I am also sending a copy of the proposed Drainage Covenant. Please have Bill check this and insure it meets with his approval. I would like to have the mylar made the first part of next week. Thank you for assistance on this project. �s� DEDICATION KNOW ALL MEN BY THESE PRESENTS, that W.R.S. AND ASSOCIATES, INC. a Washington Corporation, and DOREEN DIECKHOFF, personal representative of the ESTATES OF A.J. DHAENENS and ADA A. DHAENENS, DECEASED, and INLAND NORTHWEST BANK, have caused to be platted into Lots, Blocks, Private Roads and Streets, the land shown hereon, to be known as DHAENENS SQUARE, PHASE I, being a subdivision of portions of the East half of Block 180 and portions of Block 181 of VERA, as per plat thereof recorded in Volume "0" of Plats, Page 30, in the Southeast Quarter of Section 22, T.25 N., R.44 E., W.M., in the County of Spokane, State of Washington, described as follows: Beginning at the Southwest corner of the East Half of Block 180 of said final plat of VERA; thence N.00 °13'20 "W. along the west line of said East Half a distance of 484.97 feet; thence N.89 °46'40 "E. a distance of 87.84 feet; thence S.52 °01'40 "E. a distance of 100.00 feet to the beginning of a non - tangent curve concave to the southeast having a radius of 355.00 feet (from which a radial line of said curve bears 5.52 °01'40 "E.); thence northeasterly along said curve through a central angle of 03 °23'12" an arc distance of 20.98 feet; thence 5.48 °38'28 "E. a distance of 120.50 feet to the beginning of a non - tangent curve concave to the southeast having a radius of 234.50 feet (from which a radial line of said curve bears 5.48 °38'28 "E.); thence northeasterly along said curve through a central angle of 36 °28'21" an arc distance of 149.28 feet; thence 5.12 °10'07 "E. a distance of 163.93 feet; thence N.89 °56'22 "E. a distance of 128.59 feet; thence 5.00 °03'38 "E. a distance of 63.39 feet; thence N.89 °53'19 "E. a distance of 110.37 feet to the west line of East 300 feet of Block 181 of said final plat of VERA; thence 5.00 °12'38 "E. along said west line a distance of 210.00 feet to the south line of said Block 181; thence 5.89 °53'19 "W. along the south line of said Blocks 180 and 181 a distance of 669.57 feet to the Point of Beginning. And they do hereby dedicate to public use forever fourteen feet (14') of additional right of way along 16th Avenue as platted and shown hereon. No direct access shall be allowed from lots onto 16th Avenue. The owners of all lots within this subdivision shall be members of the DHAENENS SQUARE HOMEOWNER'S ASSOCIATION and subject to the Articles of Incorporation and Bylaws thereof. SUBJECT to the DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND RESERVATIONS OF EASEMENTS FOR DHAENENS SQUARE, as recorded under Auditor's Document No. , which by reference is made a part hereof. The private roads and /or common areas shown on this plat are hereby dedicated to the DHAENENS SQUARE HOMEOWNER'S ASSOCIATION, created by document recorded July 8, 1994 under State U.B.I. No. 601 - 557 -757. The private roads and /or common areas cannot be sold or transferred, regardless of any provisions in the covenants to the contrary, without the express approval of Spokane County, and shall be considered subservient estates for tax purposes to the other lots created herein. The private roads, as shown hereon, are easements which provide a means of ingress and egress for those lots within the Plat having frontage thereon. The County of Spokane is hereby granted the right of ingress and egress to all private roads, common areas and /or drainage easements. Private roads and drainage easements are subject to the separate DECLARATION OF COVENANT as recorded November 1, 1994 under Auditor's Document No. 9411010109, which by reference is made a part hereof. WARNING: Spokane County has no responsibility to build, improve, or maintain or otherwise service the private roads contained within or providing service to the property described in this plat. By accepting this plat or subsequently by allowing a building permit to be issued on property on a private road, Spokane County assumes no obligation for said private road and the owners hereby acknowledge that the County has no obligation of any kind or nature whatsoever to establish, examine, survey, construct, alter, repair, improve, maintain, or provide drainage or snow removal on a private road. This requirement is and shall run with the land and shall be binding upon the owner(s), their heirs, successors or assigns including the obligation to participate in the maintenance of the private road as provided herein. A public sewer system will be made available for the plat, and individual service will be provided to each lot /tract prior to sale. Use of individual on -site sewage disposal systems shall not be authorized. An easement for the installation, operation and maintenance of a sanitary sewer is hereby granted to Spokane County over the private road easements. The use of private well and water systems is prohibited. The public water system, pursuant to the WATER PLAN approved by County and State Health authorities, the local fire protection district, County Department of Buildings, and the water purveyor, shall be installed within this subdivision, and the subdivider /sponsor 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. 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. Utility easements are hereby granted to the serving utility companies over the private road easements, over ten foot (10') and fifteen foot (15') wide strips adjoining the margins of private roads, and over all of Tracts "A" and "C ", as platted and shown hereon, for the construction, reconstruction, maintenance and operation of utilities. Together with the right to inspect said utilities and to trim and /or remove brush and trees which may interfere with the construction, maintenance and operation of same. Sidewalk easements are hereby granted to DHAENENS SQUARE HOMEOWNER'S ASSOCIATION over the fifteen foot (15') wide strips adjoining the margins of the private roads, and over the ten foot (10') wide strips, over Lot 1, Block 3 and Lot 1 Block 4, as platted and shown hereon. Sidewalk easements are hereby granted to Spokane County over Tracts "A" and "C ", as platted and shown hereon. A fencing and landscaping easement is hereby granted to the DHAENENS SQUARE HOMEOWNER'S ASSOCIATION over Lots 1 though 10, Block 1, and Lot 1, Block 2, and all of Tracts "A" and "C" as platted and shown hereon. An eight foot (8') wide drainage easement is hereby granted to the public and DHAENENS SQUARE HOMEOWNER'S ASSOCIATION over Lots 1 though 10, Block 1, and Lot 1, Block 2, and all of Tracts "A" and "C" as platted and shown hereon. rainage 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, re hereby granted to the DHAENENS SQUARE HOMEOWNER'S ASSOCIATION or successors in nterest. Drainage Easements are hereby granted to the Public and the DHAENENS SQUARE ,HOMEOWNERS ASSOCIAT • over Lot k,, Block 1, Lot 1, Block 2 and Tracts A and C, as platted and shown hereon,) �� are for'�purpose of installing, operating and maintaining Drainage swales and drainage ' acilities as conditions of plat approval. p pproval. The drainage easements and tracts are subject to the separate Declaration of Covenant as recorded 1994, under Auditor's File No. , which by reference is made a part hereof. di Sight distance easements in Tract "A ", Lot 1, Block 1, Lot 1, Block 3, and Tract "B ", as platted and shown hereon, are hereby granted to Spokane County and its authorized agents, for the sole purpose of allowing a clear view sight distance triangle over and across the above described easements. The owners of said lots agree not to obstruct or in any manner allow any obstacle to block this clear view triangle between a height of three (3) feet and a height of seven (7) feet above the road pavement elevation adjacent to said lots. Spokane County is hereby granted the right of ingress and egress to, over and from said easements for the purpose of inspection and emergency maintenance of the sight distance area. If the property owner fails to maintain the sight distance area in reasonable conformance with the approved plans on file in the Office of the Spokane County Engineer, a notice will be given to the property owner. If not corrected after ten (10) days, Spokane County has the right to correct the maintenance failure or have it corrected. All costs involved will be charged to the property owner. The sight distance easement shown hereon is to and shall run with the land. No modification of the boundaries of said easement can be made without the prior approval of Spokane County. IN WITNESS WHEREOF, the aforesaid owners have hereunto set their hand this day of , 19 . W.R.S. AND ASSOCIATES, INC., A Washington Corporation William R. Smith, President INLAND NORTHWEST BANK THE ESTATES OF A.J. DHAENENS AND ADA A. DHAENENS, DECEASED FAX COVET SHEET Spokane County Engineer's Office - Third Floor Fax # 324 -3478 1026 W BROADWAY SPOKANE, WA 99260 - 1'FIONE # (509) 456 DATE: ��' _ . 9 FAX FAX #: 7 S P k oP5` TO: ,8 J COMPANY: ��` C CITY / STATE: NUMBER OF PAGES (INCLUDING COVER SHEET): FROM: it/ MESSAGE /SPECIAL INSTRUCTION: izc S //— 1994 To: =Pee— From: Development Engineering Services RE: Language for Plat Dedication & Covenants Project # P 111 (o PLAT DEDICATION: Pu&, c— Drainage easements, as platted and shown hereon, which are for the purpose of installing, operating and maintaining drainage swales and drainage facilities, as conditions of plat approval, are hereby granted to the public.Pri rnt-E t)&IAErteriS 6QuA2rc /+ornf,auNetsts /Assoc[ A't"to , pe ±C1 wait. GP3ere6. This Plat is subject to the separate DECLARATION OF COVENANT as recorded under I1 Auditor's Document No. which by reference is made a part hereof. prbrwdr Ga1VBMar94 OFFICE OF THE COUNTY ENGINEER Spokane County, Washington {WARNING: The draft covenant must be approved by the County Engineer's Office PRIOR to recording the covenant!} /� � D24tn ni t EAce.1an2 .rn PaePosC of INSTAL.[ -1X6 oP TS M +fl T _Q 4IMYAI.+I.4G it4.NkC SWALES 4',p 0 FAuanrS As conb,vcH of PI-A -T SPPfioOrt(.., Ae6 Geno.rF.D to - rife 114AENEAls 5QtAkeE. 1 4 - oAte.otAfjge l 5 ASSocj At P-#mtO /fnD -54owrl tiatO'f) colt +a Ace. Fat -t+lE DECLARATION OF COVENANT D tine-ter 4C SQukaa PuD In consideration of the approval by Spokane County of Plat # P (Plat Name) (hereinafter referred to as the "Plat "), undersigned covenants and agrees that: 1. Spokane County and its authorized agents are hereby granted the right of ingress and egress to, over, and from said easements for the purpose of inspection and emergency maintenance of water quality treatment swales ( "208 swales ") and other drainage facilities, if not properly maintained by the property owner. Spokane County does not accept the responsibility to inspect or maintain the drainage easements or drainage swales, nor does the County accept any liability for any failure by the owner(s) to properly maintain such areas. 2. The property owners within this Plat shall be held responsible for keeping open and maintaining the surface path of natural or man -made drainage flow over and across their respective properties. 3. The property owners within this Plat shall maintain all water quality treatment swales ( "208 swales ") and drainage ditches situated on their respective properties, and any portion of a 208 swale situated in the - public A right -of -way adjacent to their respective properties, with a permanent ground cover as specified on the current approved plans on file at the County Engineer's Office. The property owners may install approved shrubbery and /or trees which do not obstruct the flow and percolation of storm drainage water in the 208 swale and drainage ditches, as indicated by the current approved plans on file with the County Engineer's Office. 4. The property owner or his representative shall inform each succeeding purchaser of all drainage easements on the property and of his responsibility for maintaining surface drainage paths and swales within said easements. 5. 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 damage 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. 6. If the property owner fails to maintain the surface path of natural or man -made drainage flow, or the drainage swale, a notice of such failure may be given to the property owner. If not corrected within the period indicated on said notice, Spokane County has the right to correct the maintenance failure, or have it corrected, at the expense of the property owner. 7. Any building that is constructed on a lot in this Plat shall be set at such an elevation so as to provide positive drainage away from any drainage entry point to the building (including but not limited to a window well, a window unprotected by a window well, or a doorway). Said positive drainage shall consist of a minimum slope of 3% away from the building for a distance of at least 10 feet from the building. The lots shall be graded so that either a) all runoff is routed away from the building, and conveyed over the lot to a natural drainage swale or approved drainage facility, or b) drainage intercepted on the lot is disposed of on the lot in an approved drainage facility. The approved drainage facility shall be constructed in accordance with the approved plans on file at the County Engineer's Office. Any revisions to the approved drainage plans must be approved by the County Engineer's Office prior to construction of said revisions. cat. .,,..rimers swales for - water gnalitykreatmertt1208 swatesl on tne rarcec .87— Driarway'access . .aft . h. �� n �� c, . �: ..... : �d s }stems rc f' .may ti 'iri'no nr it Th' as h - - -- _ ir` hilb ^ .,app, o r _ r:o.. v.. nie S. cr SPot.,n u74-7 A c IRIS 711• furufte Acqu• s , nory Ate4 Ave.. '(its Y 1T11 `^t,`t,s '5Q 40 et? Assoc' K -o At.otd /(o t w— 65 recsAs S, acts Foie.. TZIc cast oc Re ocAnN(, rite Evsnr4e 208 TREA1wlerwr tlte* •tp -- *c e'AMt Foos• DAAr■cE eksnitenr ®ACaL4.ets /6 TH A Ve)t,t€ (INDIVIDUAL ACKNOWLEDGEMENT) (sienamrel (name) (sienature) (name) STATE OF WASHINGTON ) ss County of Spokane ) I certify that I know or that I have satisfactory evidence that (and ) is(are ) the person(s) who appeared before me , and said persons acknowledged that he(she)(they) signed this instrument, on oath stated that he(she)(they) was(were) authorized to execute the instrument and acknowledged it as his(her)(their) free and voluntary act and deed, for the uses and purposes stated in the instrument. DATED this _ day of 199_ NOTARY PUBLIC in and for the State of Washington, residing at appointment expires . My ` )1.. f+A st ens � Q U YF¢E /4 v n e0.uN� Fl s 3'c0C_t 14'7 e f LIB AA 'ale- NdareP P`' A41Hrrha-1' r ral e.•ts f+ in• y} n ass to 0 , ( 5r44L 0 - kh - Couvc(-1 t3tnt r'S W . pubrwdr.ing \Dec93 {CORPORATE ACKNOWLEDGEMENT} (CORPORATION NAME) By: (Title) STATE OF WASHINGTON ) County of Spokane ) I certify that I know or that I have satisfactory evidence that is the person who appeared before me , and said person acknowledged that he(she) signed this instrument, on oath stated that he(she) was authorized to execute the instrument and acknowledged it as the (Title) of (Corporation name) to be the free and voluntary act of such corporation, for the uses and purposes stated in the instrument. DATED this _ day of 199 . pubrwdr.Ing \Dec93 ss NOTARY PUBLIC in and for the State of Washington, residing at appointment expires . My 9411080019 DECLARATION OF COVENANT In consideration of the approval by Spokane County of Plat # P1716, DHAENENS SQUARE, PHASE I PUD (hereinafter referred to as the "plat "), undersigned covenants and agrees that: 1. Spokane County and its authorized agents are hereby granted the right of ingress and egress to, over, and from said easements for the purpose of inspection and emergency maintenance of water quality treatment swales ( "208 swales ") and other drainage facilities, if not properly maintained by the property owner. Spokane County does not accept the responsibility to inspect or maintain the drainage easements or drainage swales, nor does the County accept any liability for any failure by the lots owners(s) to properly maintain such areas. 2. The property owners within this Plat shall be held responsible for keeping open and maintaining the surface path of natural or man -made drainage flow over and across their respective properties. 3. The property owners within this Plat shall maintain all water quality treatment swales ( "208 swales ") and drainage ditches situated on their respective properties, and any portion of a 208 swale situated in a right of way adjacent to their respective properties, with a permanent ground cover as specified on the current approved plans on file at the County Engineer's Office. The property owners may install approved shrubbery and /or trees which do not obstruct the flow or percolation of storm drainage water in the 208 swale and drainage ditches, as indicated by the current approved plans on file with the County Engineer's Office. 4. The property owner or his representative shall inform each succeeding purchaser of all drainage easements on the property and of his responsibility for maintaining surface drainage paths and swales within said easements. 5. 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 damage 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. 6. If the property owners fails to maintain the surface path of natural or man -made drainage flow, or the drainage swale, a notice of such failure may be given to the property owner. If not corrected within the period indicated on said notice, Spokane County has the right to correct the maintenance failure, or have it corrected, at the expense of the property owner. 7. Any building that is constructed on a lot in this Plat shall be set at such an elevation so as to provide positive drainage away from any drainage entry point to the building (including but not limited to a window well, a window unprotected by a window well, or a doorway). Said positive drainage shall consist of a minimum slope of 3% away from the building for a distance of at least 10 feet from the building. The lots shall be graded so that either a) all runoff is routed away from the building, and conveyed over 1 COPY ORIGINAI F4 ED OR RECORDED NOV 0 8 1994 uuuirt r NuUI TOR SPOKANE COUNTY, WN. the lot to a natural drainage swales or approved drainage facility, or b) drainage intercepted on the lots is disposes of on the lot in an approved drainage facility. The approved drainage facility shall be constructed in accordance with the approved plans on file at the County Engineer's Office. Any revisions to the approved drainage plans must be approved by the County Engineer's Office prior to construction of said revisions. 8. If Spokane County acquires the Future Acquisition Area along 16th Avenue, THE DHAENENS SQUARE HOMEOWNERS ASSOCIATION will be responsible for the cost of relocating the existing 208 treatment area to the eight foot Drainage Easement which parallels 16th Avenue. IN WITNESS WHEREOF, the undersigned has caused this instrument to be executed on this 7/4 day of /,,, �. : , t { � , 1994. W.R.S. AND ASSOCIATES, INC., INLAND NORTHWEST BANK A Washington Corporation William R. Smith, President THE ESTATES OF A.J. DHAENENS AND ADA A. DHAENENS, DECEASED By:__ J44.e/1/4 DOREEN DIECKHOFF Personal Representative STATE OF WASHINGTON ) ss COUNTY OF SPOKANE ) I certify that I know or that I have satisfactory evidence that WILLIAM R. SMITH is the person who appeared before me, and said person acknowledged that he signed this instrument on oath stated that he was authorized to execute the instrument and acknowledged it as the President of W.R.S. AND ASSOCIATES, INC. to be the free and voluntary act of such corporation, for the uses and purposes stated in the instrument. DATED this day of �� n -7 a_1. ��L �l l 1 9 % . -- 7/ v .--e1 - 4-c t/- (- - NOTARY PUBLIC, in and for of Washington residing at My commission expires: 2- ROBERT D. WALDO STATE OF WASHINGTON NOTARY • - My Commission Expires 8-1587 ACKNOWLEDGMENT 2 / the State Spokane, - 97 z) STATE OF WASHINGTON ) ss County of Spokane ) On this 7 day of 4/43(/ 19 2 , before me, the undersigned, a Notary Public in and for the State of Washington, personally appeared DOREEN DIECKHOFF, to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that she signed the same as her free and voluntary act and deed as Personal Representative of the Heirs and Devisees of A. J. DHAENENS and ADA A. DHAENENS, for the uses and purposes therein mentioned, and on oath stated that she is authorized to execute the said instrument as Personal Representative of the heirs and devisees of A. J. DHAENENS and ADA A. DHAENENS. Given under my hand and official seal the day and year first above written. ROBERT D. WALDO STATE OF WASHINGTON NOTARY - -•-- PUBUC My Common Expires 81597 STATE OF WASHINGTON ) ss County of Spokane ) On this / h1. day of / /i %?ie'21 t.t&A -, 19W, before me the undersigned, a Notary Pup lic in and for the State of Washington, personally appeared Aki hr /a // L_. /-e ' vc/ end , to me known to be Sr;auo,- /" P ;li and of INLAND NORTHWEST BANK, the corporation that executed the within and 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 they are authorized to execute the said instrument,and that the seal affixed (if any) is the corporation seal of said corporation. Given under my hand and official seal the day and year first above written. ysnm ysxoauaa ri t ` t gSION r LI NOTARY Pt` , PUB iC; Y31 • x4 +aasau1s`` NOTARY PUBLIC, in and for the State of Washington residi g at Spokane, My commission expires: 7/31/97 NOTARY PUBLIC, in and for the State of Washington residing at Spokane, My commission expires: 2-/S.-9T7 3 SIGHT DISTANCE EASEMENT 2)144 -Grgs N 5 Sc2 u AQ,E R3, e Sight distance easements as platted and shown hereon, are hereby granted to Spokane County and its authorized agents, and the Public, for the sole purpose of allowing a clear view sight distance triangle over and across the easements. The owners of said lots agree not to obstruct or in any manner allow any obstacle to block this clear view triangle between a height of three (3) feet and a height of seven (7) feet above the road pavement elevation adjacent to said lots. Spokane County and its authorized agents are hereby granted the right of ingress and egress to, over and from said easements for the purpose of inspection and emergency maintenance of the sight distance area. If the property owner fails to maintain the sight distance area in reasonable conformance with the approved plans on file in the Office of the Spokane County Engineer, a notice will be given to the property owner. If not corrected after ten (10) days, Spokane County has the right to correct the maintenance failure or have it corrected. All costs involved will be charged to the property owner. SSF 57 STATE of WASHINGTON SECRETARY of STATE I, Ralph Munro, Secretary of State of the State of Washington and custodian of its seal, hereby issue this a Washington CERTIFICATE OF INCORPORATION filed for record in this office on the date indicated below: U.B.I. Number: 601 557 757 DHAENENS SQUARE OWNERS ASSOCIATION Non Profit corporation. Articles of Incorporation were Date: July 8, 1994 Given under my hand and the seal of the State,of Washington, at Olympia, the State Capitol V Ralph Munro, Secretary of State 2- 494575 -0 DECLARATION OF COVENANT In consideration of the approval by Spokane County of Plat # P1716, DHAENENS SQUARE, PHASE I PUD (hereinafter referred to as the "plat "), undersigned covenants and agrees that: 1. Spokane County and its authorized agents are hereby granted the right of ingress and egress to, over, and from said easements for the purpose of inspection and emergency maintenance of water quality treatment swales ( "208 swales ") and other drainage facilities, if not properly maintained by the property owner. Spokane County does not accept the responsibility to inspect or maintain the drainage easements or drainage swales, nor does the County accept any liability for any failure by the lots owners(s) to properly maintain such areas. 2. The property owners within this Plat shall be held responsible for keeping open and maintaining the surface path of natural or man -made drainage flow over and across their respective properties. 3. The property owners within this Plat shall maintain all water quality treatment swales ( "208 swales ") and drainage ditches situated on their respgstive properties, and any portion of a 208 swale situated in the - ukslaic right of way adjacent to their respective properties, with a permanent ground cover as specified on the current approved plans on file at the County Engineer's Office. The property owners may install approved shrubbery and /or trees which do not obstruct the flow or percolation of storm drainage water in the 208 swale and drainage ditches, as indicated by the current approved plans on file with the County Engineer's Office. 4. The property owner or his representative shall inform each succeeding purchaser of all drainage easements on the property and of his responsibility for maintaining surface drainage paths and swales within said easements. 5. 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 damage 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. 6. If the property owners fails to maintain the surface path of natural or man -made drainage flow, or the drainage swale, a notice of such failure may be given to the property owner. If not corrected within the period indicated on said notice, Spokane County has the right to correct the maintenance failure, or have it corrected, at the expense of the property owner. 7. Any building that is constructed on a lot in this Plat shall be set at such an elevation so as to provide positive drainage away from any drainage entry point to the building (including but not limited to a window well, a window unprotected by a window well, or a doorway). Said positive drainage shall consist of a minimum slope of 3% away from the building for a distance of at least 10 feet from the building. The lots shall be grate so that either a) all runoff is routed away from the building,, and conveyed over 1 tat the lot to a natural drainage swales or approved drainage facility, or b) drainage intercepted on the lots is disposes of on the lot in an approved drainage facility. The approved drainage facility shall be constructed in accordance with the approved plans on file at the County Engineer's Office. Any revisions to the approved drainage plans must be approved by the County Engineer's Office prior to construction of said revisions. 8. If Spokane County acquires the Future Acquisition Area along 16th Avenue, THE DHAENENS SQUARE HOMEOWNERS ASSOCIATION will be responsible for the cost of relocating the existing 208 treatment area to the eight foot Drainage Easement which parallels 16th Avenue. IN WITNESS WHEREOF, the undersigned has caused this instrument to be executed on this day of , 1994. W.R.S. AND ASSOCIATES, INC., INLAND NORTHWEST BANK A Washington Corporation William R. Smith, President THE ESTATES OF A.J. DHAENENS AND ADA A. DHAENENS, DECEASED By: DOREEN DIECKHOFF Personal Representative ACKNOWLEDGMENT STATE OF WASHINGTON ) ss COUNTY OF SPOKANE ) I certify that I know or that I have satisfactory evidence that WILLIAM R. SMITH is the person who appeared before me, and said person acknowledged that he signed this instrument on oath stated that he was authorized to execute the instrument and acknowledged it as the President of W.R.S. AND ASSOCIATES, INC. to be the free and voluntary act of such corporation, for the uses and purposes stated in the instrument. DATED this day of , 19 NOTARY PUBLIC, in and for the State of Washington residing at Spokane, My commission expires: 2 STATE OF WASHINGTON ) ss County of Spokane ) On this day of , 19 , before me, the undersigned, a Notary Public in and for the State of Washington, personally appeared DOREEN DIECKHOFF, to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that she signed the same as her free and voluntary act and deed as Personal Representative of the Heirs and Devisees of A. J. DHAENENS and ADA A. DHAENENS, for the uses and purposes therein mentioned, and on oath stated that she is authorized to execute the said instrument as Personal Representative of the heirs and devisees of A. J. DHAENENS and ADA A. DHAENENS. Given under my hand and official seal the day and year first above written. NOTARY PUBLIC, in and for the State of Washington residing at Spokane, My commission expires: STATE OF WASHINGTON ) ss County of Spokane ) On this day of , 19 , before me the undersigned, a Notary Public in and for the State of Washington, personally appeared and , to me known to be and of INLAND NORTHWEST BANK, the corporation that executed the within and 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 they are authorized to execute the said instrument and that the seal affixed (if any) is the corporation seal of said corporation. Given under my hand and official seal the day and year first above written. NOTARY PUBLIC, in and for the State of Washington residing at Spokane, My commission expires: 3 • TEMPORARY TURN - AROUND "A" TEMPORARY TURN - AROUND EASEMENT "B" 9411010108 SPOKANE COUNTY ENGINEERING DEPARTMENT SPOKANE COUNTY, WASHINGTON TEMPORARY TURNAROUND EASEMENT 1 AVALON LANE AND MAMER LANE ASSESSORS PARCEL NO. 45224.2679, 45224.2576 RF No. 2006 IN THE MA I I ER OF AVALON LANE AND MAMER LANE AND ALLEY (DHAENENS SQUARE, PHASE I) KNOW ALL MEN BY THESE PRESENTS, that the Grantors, W.R.S. AND ASSOCIATES, INC. a Washington Corporation, and DOREEN DIECKHOFF, personal representative of the ESTATES OF A.J. DHAENENS and ADA A. DHAENENS, DECEASED, and INLAND NORTHWEST BANK, for and in consideration of Mutual Benefits, the receipt of which is hereby acknowledged, grants to DHAENENS SQUARE HOMEOWNERS ASSOCIATION as created by document recorded July 8, 1994 under State U.B.I. No. 601 -557 -757, and to Spokane County, a political subdivision of the State of Washington, an Easement over, upon and across the temporary Turnarounds, legally described as follows: An easement over a portion of the East Half of Tract 180 of VERA, recorded in Volume "0" of Plats, Page 30, in the Spokane County Auditor's Office, described as follows: Commencing at the Southwest corner of said East Half of Tract 180, from which point the West line of said East Half of Tract 180 bears N.00 °13'20 "W.; thence N.36 °46'09 "E. a distance of 454.75 feet to the TRUE POINT OF BEGINNING; thence N.19 °40'41 "E. a distance of 5.00 feet; thence N.48 °34'23 "W. a distance of 88.56 feet to the beginning of a non - tangent curve, the radius of which bears S.46 °51'34"E. a distance of 325.00 feet; thence southwesterly along said curve through a central angle of 01 °46'54" an arc distance of 10.11 feet; thenceN.48 °38'28 "W. a distance of 30.00 feet to the beginning of a non- tangent curve, the radius of which bears S.48 °38'28 "E. a distance of 355.00 feet; thence northeasterly along said curve through a central angle of 07 °46'39" an arc distance of 48.19 feet; thence S.48 °38'28 "E. a distance of 99.01 feet to the beginning of a curve concave to the north having a radius of 30.00 feet; thence easterly along said curve through a central angle of 72 °50'22" an arc distance of 38.14 feet to a point of cusp and the beginning of a non - tangent curve concave to the southeast having a radius of 234.50 feet; thence southwesterly along said curve through a central angle of 15 °51'07" an arc distance of 64.88 feet to the True Point of Beginning. An easement over a portion of Tract 181 of VERA, recorded in Volume "0" of Plats, Page 30, in the Spokane County Auditor's Office, described as follows: Commencing at the Southwest corner of the East Half of Tract 180 of said VERA, from which point the West line of said East Half of Tract 180 bears N.00° 13'20 "W.; thence N.55 °01'14 "E. a distance of 518.49 feet to the TRUE POINT OF BEGINNING; thence N.12 °10'07 "W. a distance of 30.00 feet; thence N.41 ° 15'30 "E. a distance of 19.35 feet; thence N.12 ° 10'07 "W. a distance of 66.14 feet; thence N.62 °37'26 "W. a distance of 20.15 feet; thence N.12 °10'07 "W. a distance of 20.00 feet; thence N.77 °49'53 "E. a distance of 43.29 feet; thence S.12 ° 10'07 "E. a distance of 143.38 feet; thence S.81 °37'52 "W. a distance of 43.39 feet to the True Point of Beginning. Said Temporary Turnaround Easement is hereby granted to DHAENENS SQUARE HOMEOWNER'S ASSOCIATION until such time as Avalon Lane, Mamer Lane and the Alley are continued as a private road in keeping with the existing approved design and dedicated to the Dhaenens Square Homeowner's Association as a private road, at which time the Temporary Turnaround Easement will be terminated. All gravel and asphalt shall be removed from the Temporary Turnaround Easements at such time as said easements are terminated. Sr This Temporary Turnaround Easement voids the Temporary Turnaround Easement recorded October 11, 1994, under Auditor's File No. 9410110185. IN WITNESS WHEREOF, the undersigned has caused this instrument to be executed on this j (p day of rDC1 , 1994. W.R.S. AND ASSOCIATES, INC., A Washington Corporation William R. Smith, President Byvio ?�iznv�/ DOREEN DIECKHOF Personal Representative STATE OF WASHINGTON ) COUNTY OF SPOKANE ) ss THE ESTATES OF A.J. DHAENENS AND ADA A. DHAENENS, DECEASED DATED this 2(o day of OC lob .cam , 199�, INLAND NORTHWEST BANK BY Auld 94-1 ITS: Sr', ACKNOWLEDGMENT I certify that I know or that I have satisfactory evidence that WILLIAM R. SMITH is the person who appeared before me, and said person acknowledged that he signed this instrument on oath stated that he was authorized to execute the instrument and acknowledged it as the President of W.R.S. AND ASSOCIATES, INC. to be the free and voluntary act of such corporation, for the uses and purposes stated in the instrument. NO ARY PUBLIC, in and for the State of Washington residing at Spokane, My commission expires: .3 — o 2 STATE OF WASHINGTON ) ) ss County of Spokane ) On this , ),» day of (j }- , 19rjt {, before me, the undersigned, a Notary Public in and for the State of Washington, personally appeared DOREEN DIECKHOFF, to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that she signed the same as her free and voluntary act and deed as Personal Representative of the Heirs and Devisees of A. J. DHAENENS and ADA A. DHAENENS, for the uses and purposes therein mentioned, and on oath stated that she is authorized to execute the said instrument as Personal Representative of the heirs and devisees of A. J. DHAENENS and ADA A. DHAENENS. Given under my hand and official seal the day and year first above written. STATE OF WASHINGTON ) ) ss County of Spokane ) On this X 26•"' day of 76e , 199`, J,efore me the undersigned, a Notary Public in and for the State of Washington, personally appeared AatiL -a // L. ewe= / and to me known to be tSenio," Vice Ptcs (4,i-it- and of INLAND NORTHWEST BANK, the corporation that executed the within and 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 they are authorized to execute the said instrument and that the seal affixed (if any) is the corporation seal of said corporation. Given under my hand and official seal the day and year first above written. e � ,4p1F11111/p1 4 ,; p L.. ,Y 'rf ........ � �. sf 'o K : v NOTAkY )7. nil_7 -I- Q It -1- NOTARY PUBLIC, in and for the State of Washington residing at Spokane, My commission expires: ? - Gci - y '7 NOTARY PUBLIC, in and for the State of Washington residing, at Spokane, My commission expires: 7/37/ti 3 • - t • 9 411010107 C UIR , V SPOKANE COUNTY ENGINEERING DEPARTMENT • SPOKANE COUNTY, WASHINGTON TEMPORARY DRAINAGE EASEMENT COPY ORIGINAI. Pt ED OR RECORDED NOV 01 1994 vv°ilil /WO iOH SPOKANE COUNTY, WN. Portion of Parcel No. 45224.2576 Road File No. Avalon Land - RF No. 2006 The Grantors W.R.S. AND ASSOCIATES, INC. a Washington Corporation, and DOREEN DIECKHOFF, personal representative of the ESTATES OF A.J. DHAENENS and ADA A. DHAENENS, DECEASED, and INLAND NORTHWEST BANK, of the County of Spokane, State of Washington, for and in consideration of Mutual Benefits, the receipt of which is hereby acknowledged, grants to DHAENENS SQUARE HOMEOWNERS ASSOCIATION of the County of Spokane, State of Washington, an Easements over, under, upon and across the hereinafter described lands situated in the County of Spokane, State of Washington: A Drainage Easement over a portion of the East Half of Tract 180 of VERA, recorded in Volume "0" of Plats, Page 30, in the Spokane County Auditor's Office, described as follows: Commencing at the Southwest corner of said East Half of Tract 180, from which point the West line of said East Half of Tract 180 bears N.00 °13'20 "W.; thence N.36 °42'25 "E. a distance of 449.42 feet; thence N.48 °38'28 "W. a distance of 57.90 feet to the TRUE POINT OF BEGINNING of said easement; thence continuing N.48 °38'28 "W. a distance of 32.60 feet to the beginning of a non - tangent curve, the radius of which bears S.48 °38'28 "E. a distance of 325.00 feet; thence easterly along said curve through a central angle of 01 °46'54 ", an arc distance of 10.11'; thence S.46 °51'34 "E. a distance of 32.46 feet; thence S.41 °21'32 "W. a distance of 9.10 feet to the True Point of Beginning TOGETHER WITH A Drainage Easement over a portion of the East Half of Tract 180 of VERA, recorded in Volume "0" of Plats, Page 30, in the Spokane County Auditor's Office, described as follows: Commencing at the Southwest corner of said East Half of Tract 180, thence N. 00°13'20"W. along the West line of said East Half of Tract 180 a distance of 484.97 feet; thence N.89 °46'40 "E. a distance of 87.84 feet; thence 5.52'01'40 "E. a distance of 68.03 feet to the TRUE POINT OF BEGINNING of said easement; thence continuing S.52 ° 01'40 "E. a distance of 31.97 to the beginning of a non - tangent curve concave to the southeast, having a radius of 355.00 feet; (from which a radial line bears S.52 °01'40 "E.); thence northeasterly along said curve though a central angle of 04 °52'14" an arc distance of 30.18 feet; thence N.47 0 09'26 "W. a distance of 33.37 feet; thence S.37 °58'20 "W. a distance of 32.98 feet to the True Point of Beginning. Located in Section 22, Township 25 North, Range 44 East, W.M. 1 The Grantor will construct the drainage facilities in conformance with the approved plans on file in the County Engineers Office. This EASEMENT grants to DHAENENS SQUARE HOMEOWNERS ASSOCIATION the right of ingress and egress to, over, and from said EASEMENT for the purpose of constructing, inspecting, and maintaining the drainage ways and facilities in conformance with the approved plan DHAENENS SQUARE HOMEOWNERS ASSOCIATION or their successors in interest shall maintain the drainage facilities with a permanent live cover of lawn turf in conformance with the approved plans on file in the Engineers Office. Maintenance financing of drainage facilities shall be in a manner determined by DHAENENS SQUARE HOMEOWNERS ASSOCIATION or their successor in interest. Should DHAENENS SQUARE HOMEOWNERS ASSOCIATION be terminated for any reason, the successor in interest shall be the individual lot owners, or their successors in interest, who are members of the DHAENENS SQUARE HOMEOWNERS ASSOCIATION at the time of said termination. In the event such private drainage facilities are improved to Spokane County standards, and the County is willing to accept the dedication of such drainage facilities, each lot owner shall execute any documents necessary to accomplish such dedication. Spokane County is hereby granted the right of ingress and egress to, over, and from the above described property. Whenever DHAENENS SQUARE HOMEOWNERS ASSOCIATION or their successors in interest fail to maintain the drainage facilities in conformance with the approved Drainage Plan, a notice will be given to DHAENENS SQUARE HOMEOWNERS ASSOCIATION or their successors in interest by the County. If not corrected after ten (10) days, the County has the right to correct the maintenance failure or have it corrected at the expense of DHAENENS SQUARE HOMEOWNERS ASSOCIATION or their successors in interest. Spokane County does not accept the responsibility of maintaining the drainage course on private lots within the drainage easements or floodplain areas, nor the responsibility for any drainage whatsoever, including but t not limited to inverse condemnation to any properties due to deficient construction and /or maintenance of drainage courses in drainage easements on private property. This Easement will be terminated at such a time the described area is platted. 2 P IN WITNESS WHEREOF, the undersigned has caused this instrument to be executed on this c2 day of h 1994. W.R.S. AND ASSOCIATES, INC., A Washington Corporation William R. Smith, President THE ESTATES OF A.J. DHAENENS AND ADA A. DHAENENS, DECEASED By: L U KLe- j Nir' DOREEN DIECK y/HOFg Personal Representative STATE OF WASHINGTON ) COUNTY OF SPOKANE ) ss . ACKNOWLEDGMENT INLAND NORTHWEST BANK BY: /mow colt' ITS: T , 17'6 trei a t I certify that I know or that I have satisfactory evidence that WILLIAM R. SMITH is the person who appeared before me, and said person acknowledged that he signed this instrument on oath stated that he was authorized to execute the instrument and acknowledged it as the President of W.R.S. AND ASSOCIATES, INC. to be the free and voluntary act of such corporation, for the uses and purposes stated in the instrument. DATED this (- day of f pd.gynyl Lt v A .Pt -P_-6D NOTARY PUBLIC, in and for the State of Washington residing at Spokane, My commission expires: 3 - / o - q7 3 , 1990. • 1 STATE OF WASHINGTON ) ) ss County of Spokane ) On this o2(F day of 60- , 191 i i, before me, the undersigned, a Notary Public in and for the State of Washington, personally appeared DOREEN DIECKHOFF, to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that she signed the same as her free and voluntary act and deed as Personal Representative of the Heirs and Devisees of A. J. DHAENENS and ADA A. DHAENENS, for the uses and purposes therein mentioned, and on oath stated that she is authorized to execute the said instrument as Personal Representative of the heirs and devisees of A. J. DHAENENS and ADA A. DHAENENS. Given under my hand and official seal the day and year first above written. STATE OF WASHINGTON ) ) ss County of Spokane On this :23' day of ()c jC) 4,-- , 199V before me the undersigned, a Notary Public in and for the State of Washington, personally appear d Acerfria // L. Fewc/ and to me known to be jeh,d,^ V /ce Fres,de/if and of INLAND NORTHWEST BANK, the corporation that executed the within and 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 they are authorized to execute the said instrument and that the seal affixed (if any) is the corporation seal of said corporation. Given under my hand and official seal the day and year first above written. KV , �useva uia i v e � ' .` �� �` L. !y�L . �t 0910N ta 7? NOTARY 'r Ve4/vi . U -OS NOTARY PUBLIC, in and for the State of Washington residing at Spokane, My commission expires: 3 - Q'] NOTARY PUBLIC, in and for the State of Washington residing pt Spokane, My commission expires: 7 /31/97 4 O OR IG��p FJ! _4 OR RECORDED 9411010109( V`: `L4 NO 01 1994 DECLARATION OF COVENANT wure, e Huun uh SPOKANE COUNTY, WN. In consideration of the approval by Spokane County of DHAENENS SQUARE, PHASE I (hereinafter referred to as the "Development "), the undersigned covenants and agrees that: 1. The subdivider /sponsor will construct the private roads and associated drainage facilities in conformance with the approved plans on file in the County Engineer's Office. 2. A lot is served by the private road when: (a) the only road frontage for the lot in the Development is on the private road; or (b) a lot having frontage on more than one road (public or private) constructs an approach to the private road. 3. DHAENENS SQUARE HOMEOWNERS ASSOCIATION or their successors in interest shall maintain the private roads and associated drainage facilities in conformance with the approved plans on file in the County Engineer's Office. 4. The owner(s) of any lot created by the Development or alteration thereof and served by a private road shall be responsible for maintenance of said private road, including associated drainage facilities. 5. Maintenance financing of the private roads and associated drainage facilities shall be in a manner determined by DHAENENS SQUARE HOMEOWNERS ASSOCIATION or their successors in interest. 6. Should DHAENENS SQUARE HOMEOWNERS ASSOCIATION be terminated for any reasons, the successors in interest shall be the individual lot owners, or their successors in interest, who are members of DHAENENS SQUARE HOMEOWNERS ASSOCIATION at the time of said termination. 7. In the event such private road including associated drainage facilities is improved to Spokane County standards for public streets, and the County is willing to accept the dedication of such road and drainage facilities, each lot owner shall execute any documents necessary to accomplish such dedication. 8. Owners of lots within the Development who are served by such road, may sue and recover damages and attorneys' fees from any owner of any lot within the Development which is similarly served who refuses to participate in the road and drainage facilities construction, financing, and maintenance. 9. WARNING: Spokane County has no responsibility to build, improve, or maintain or otherwise service the private roads and associated drainage facilities contained within or providing service to the property described in this Development. By accepting this development or subsequently by allowing a building permit to be issued for property on a private road, Spokane County assumes no obligation for said private road and the owners hereby acknowledge that the County has no obligation of any kind or nature whatsoever to establish, examine, survey, construct, alter, repair, improve, maintain, provide drainage or snow removal on a private road or its associated drainage facilities. 10. Whenever DHAENENS SQUARE HOMEOWNERS ASSOCIATION or their successors in interest fail to maintain the drainage facilities in conformance with the approved drainage plan, a notice will be given to DHAENENS SQUARE HOMEOWNERS ASSOCIATION or their successors in interest by the County. If not corrected after 10 days, the County has the right to correct the maintenance failure or have it corrected at the expense of DHAENENS SQUARE HOMEOWNERS ASSOCIATION or their successors in interest. 1 11. 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. 12. This covenant and agreement shall run with the land and shall be binding upon the owner, their heirs, successors or assigns, including the obligation to participate in the maintenance of the private road and drainage facilities as provided herein. 1 Dated this c�le�" day of a ('b -C)'\ , 140. W.R.S. AND ASSOCIATES, INC., a Washington Corporation By: _mow L% i�� LLIAM R. SMITH, •' SIDENT , By:U 4oP'—& 'LL r DOREEN DIECKHOFF, P o nal Representative INLAND NORTHWEST BANK B igLidt.4% .G c.-c it STATE OF WASHINGTON ) ss COUNTY OF SPOKANE ) I certify that I know or that I have satisfactory evidence that WILLIAM R. SMITH, is the person who appeared before me, and said person acknowledged that he signed this instrument, on oath stated that he was authorized to execute the instrument and acknowledged it as the President of W.R.S. AND ASSOCIATES, INC., a Washington corporation to be the free and voluntary act of such corporation, for the uses and purposes stated in the instrument. 1f� DATED this LO day of l ± .b. vt , 199 7 . By: Its: ACKNOWLEDGMENTS 2 ` DOS /rY1 CLk_(,k- n cL C D NOTARY PUBLIC, in and for the State of Washington residing at Spokane, My commission expires: ,��- )n --. q 7 • STATE OF WASHINGTON ) ss County of Spokane ) On this ,Q(e day of 0Cl,1j-f.t , le . , before me, the undersigned, a Notary Public in and for the State of Washington, personally appeared DOREEN DIECKHOFF, to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that he signed the same as his free and voluntary act and deed as Personal Representative of the Heirs and Devisees of A. J. DHAENENS and ADA A. DHAENENS, for the uses and purposes therein mentioned, and on oath stated that he is authorized to execute the said instrument as Personal Representative of the heirs and #gs,,,of A. J. DHAENENS and ADA A. DHAENENS. p ,, ....... ..A Given unde>;`� 10fitilf4490Aficial seal the day and year first above written. ; ,),ptAB 3 STATE OF WASHINGTON ) ss County of Spokane ) On this .. 5 day of '/C. 4t1 , 19 j , before me the undersigned, a Notary ilblic in and or the State of Washington, personally appeared k2nC /2// . •' we/ and , to me known to be .jdirr V4P /',YS,APmt and of INLAND NORTHWEST BANK, the corporation that executed the within and 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 they are authorized to execute the said instrument and that the seal affixed (if any) is the corporation seal of said corporation. Given We'k+lmy'fliand and official seal the day and year first above written. tia5 P. L. k 'r ,,.t. ; NOTARY PUBLIC, in and for the S NOTARY cc State of Washington residing at Spokane, My commission expires //3,/17 . sa H (PP PU✓LarC <. • ° ° s i WAS F \,,,t e aaeaesssl ° ll 14r,gALz NO ARY PUBLIC, in and for the State of Washington residing at Spokane, My commission expires: 3,/0 -c17 3 STATE OF WASHINGTON ) County of Spokane ) kj declare pud 1As DECLARATION OF COVENANT In consideration of the approval by Spokane County of /hereinafter referred to as the "Develop the undesik„cd covenants and agrees that: 1. The subdivider /sponsor will construct the private roads and associated drainage facilities in confommance with the approved plans on file in the County Engineer's Office. 2. A lot is served by a private road when: a. the only road frontage for the lot in the Development is on the private road, or; b. a lot having frontage on more than one road (public or private) constructs an approach to the private road. 3. The Home Owners Association or their successors in interest shall maintain the private roads and associated drainage facilities in conformance with the approved plans on file in the County Engineer's Office. 4. The owner(s) of any lot created by the Development or alternation thereof and served by a private road shall be responsible for maintenance of said private road, including associated drainage facilities. 5. Maintenance financing of the private roads and associated drainage facilities shall be in a manner detemmined by the ]lone Owners Association or their successors in interest. 6. Should the Home Owners Association be temrinated for any reason, the successors in interest shall be the individual lot owners, or their successors in interest, who are members of the Home Owners Association at the time of said termination. 7. In the event such private road including associated drainage facilities is improved to Spokane County standards for public streets, and the County is willing to accept the dedication of such road and drainage facilities, each lot owner shall execute any documents necessary to accomplish such dedication. 8. Owners of lots within the Development who are served by such road, may sue and recover damages and attorneys' fees from any owner of any lot within the Development which is similarly served who refuses to participate in the road and drainage facilities construction, financing, and maintenance. 9. WARNING: Spokane County has no responsibility to build, improve, or maintain or otherwise service the private roads, and associated drainage facilities contained within or providing service to the property described in the Development. By accepting this development or subsequently by allowing a building permit to be issued for property on a private road, Spokane County assumes no obligation for said private road and the owners hereby acknowledge that the County has no obligation of any kind of nature whatsoever to establish, examine, survey, construct, alter repair, improve, maintain, provide drainage or snow removal on a private road or its' associated drainage facilities. 10. Whenever the Home Owners Association or their successors in interest fail to maintain the drainage facilities in conformance with the approved drainage plan, a notice will be given to the Home Owners Association or their successors in interest by the County. If not corrected after 10 days, the County has the right to correct the maintenance failure or have it corrected at the expense of the Home Owners Association, their successors in interest, or lots in the development. 11. Spokane County does not accept the responsibility of maintaining the drainage course on private lots within drainage easements or floodplain areas, no 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. 12. This covenant and agreement shall run with the land and shall be binding upon the owner, their heirs, successors or assigns, including the obligation to participate in the maintenance of the private road and drainage facilities as provided herein. On this day personally appeared before me known to me to be the individual(s) described in and who executed the within and foregoing instrument and acknowledged that he /she /they signed the same as Ins/her/their free and voluntary act and deed for the uses and purposes therein stated. GIVEN UNDER MY IIAND AND OFFICIAL SEAL this _ day of ,19_ 1 OWNER OWNER Dated this day of , 19 Notary Public in and for the State of Washington, residing at Spokane Date: MPrQC1\ To: 6r. C)( e_ M 4-(2 tie From: D •- Gc--Th i\;c)vc(G O U RE: Language for the Dedication on 7c k\wwmt.wd 12/93 \9 z4 The private roads and /or common areas shown on this plat are hereby dedicated to the (Home Owners Association) created by document recorded under State UBI number ep t cci d e ci t c cJ1 cfit,; (date) The private roads and /or common areas cannot be sold or transferred, regardless of any provisions in the covenants to the contrary without express approval by Spokane County, and shall be considered subservient estates for tax purposes to the other lots created herein. The private roads, as shown hereon, are easements which provide a means of ingress and egress for those lots within the Plat having frontage thereon. Drainage easements, as platted and s hown heron, wh ch are for the urpos of installing, operating, and maintaining drainage swales and drainage facilities to dispose of runoff, are hereby granted to the (Home Owners Association) or successors in interest. The County of Spokane is hereby granted the right of ingress and egress to all private roads, common areas and /or drainage easements. The private roads and drainage easements are subject to the separate DECLARATION OF COVENANT as recorded (date) under Auditor's Document No. which by reference is made a part hereof. DECLARATION OF COVENANT In consideration of the approval by Spokane County of DHAENENS SQUARE, PHASE I (hereinafter referred to as the "Development "), the undersigned covenants and agrees that: 1. The subdivider /sponsor will construct the private roads and associated drainage facilities in conformance with the approved plans on file in the County Engineer's Office. 2. A lot is served by the private road when: (a) the only road frontage for the lot in the Development is on the private road; or (b) a lot having frontage on more than one road (public or private) constructs an approach to the private road. 3. DHAENENS SQUARE HOMEOWNERS ASSOCIATION or their successors in interest shall maintain the private roads and associated drainage facilities in conformance with the approved plans on file in the County Engineer's Office. 4. The owner(s) of any lot created by the Development or alteration thereof and served by a private road shall be responsible for maintenance of said private • road, including associated drainage facilities. 5. Maintenance financing of the private roads and associated drainage facilities shall be in a manner determined by DHAENENS SQUARE HOMEOWNERS ASSOCIATION or their successors in interest: 6. Should DHAENENS SQUARE HOMEOWNERS ASSOCIATION be terminated for any reasons, the successors in interest shall be the individual lot owners, or their successors in interest, who are members of DHAENENS SQUARE HOMEOWNERS ASSOCIATION at the time of said termination. 7. In the event such private road including associated drainage facilities is improved to Spokane County standards for public streets, and the County is willing to accept the dedication of such road and drainage facilities, each lot owner shall execute any documents necessary to accomplish such dedication. 8. Owners of lots within the Development who are served by such road, may sue and recover damages and attorneys' fees from any owner of any lot within the Development which is similarly served who refuses to participate in the road and drainage facilities construction, financing, and maintenance. 9. WARNING: Spokane County has no responsibility to build, improve, or maintain or otherwise service the private roads and associated drainage facilities contained within or providing service to the property described in this Development. By accepting this development or subsequently by allowing a building permit to be issued for property on a private road, Spokane County assumes no obligation for said private road and the owners hereby acknowledge that the County has no obligation of any kind or nature whatsoever to establish, examine, survey, construct, alter, repair, improve, maintain, provide drainage or snow removal on a private road or its associated drainage facilities. 10. Whenever DHAENENS SQUARE HOMEOWNERS ASSOCIATION or their successors in 1 interest fail to maintain the drainage facilities in conformance with the approved drainage plan, a notice will be given to DHAENENS SQUARE HOMEOWNERS ASSOCIATION or their successors in interest by the County. If not corrected after 10 days, the County has the right to correct the maintenance failure or have it corrected at the expense of DHAENENS SQUARE HOMEOWNERS ASSOCIATION or their successors in interest. 11. 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. 12. This covenant and agreement shall run with the land and shall be binding upon the owner, their heirs, successors or assigns, including the obligation to participate in the maintenance of the private road and drainage facilities as provided herein. Dated this W.R.S. AND ASSOCIATES, INC., a Washington Corporation By: WILLIAM R. SMITH, PRESIDENT day of , 19_. By: DOREEN DIECKHOPP, Personal Representative INLAND NORTHWEST BANK By Its: By: Its 2 STATE OF WASHINGTON ) ) s COUNTY OF SPOKANE ) ACKNOWLEDGMENTS I certify that I know or that I have satisfactory evidence that WILLIAM R. SMITH, is the person who appeared before me, and said person acknowledged that he signed this instrument, on oath stated that he was authorized to execute the instrument and acknowledged it as the President of W.R.S. AND ASSOCIATES, INC., a Washington corporation to be the free and voluntary act of such corporation, for the uses and purposes stated in the instrument. DATED this day of , 19 . NOTARY PUBLIC, in and for the State of Washington residing at Spokane, My commission expires: STATE OF WASHINGTON ) ) ss County of Spokane ) On this day of , 19, before me, the undersigned, a Notary Public in and for the State of Washington, personally appeared DOREEN DIECKHOFF, to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that he signed the same as his free and voluntary act and deed as Personal Representative of the Heirs and Devisees of A. J. DHAENENS and ADA A. DHAENENS, for the uses and purposes therein mentioned, and on oath stated that he is authorized to execute the said instrument as Personal Representative of the heirs and devisees of A. J. DHAENENS and ADA A. DHAENENS. Given under my hand and official seal the day and year first above written. NOTARY PUBLIC, in and for the State of Washington residing at Spokane, My commission expires: 3 STATE OP WASHINGTON ) ) ss County of Spokane ) On this day of , 19_, before me the undersigned, a Notary Public in and for the State of Washington, personally appeared and , to me known to be and of INLAND NORTHWEST BANK, the corporation that executed the within and 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 they are authorized to execute the said instrument and that the seal affixed (if any) is the corporation seal of said corporation. Given under my hand and official seal the day and year first above written. NOTARY PUBLIC, in and for the State of Washington residing at Spokane, My commission expires 4 S P O K A N E DIVISION OF ENGINEERING AND ROADS A DIVISION OF THE PUBLIC WORKS DEPARTMENT January 21, 2003 CBIC C/0 Bill Smith W R S & Assoc., Inc. PO Box 14084 Spokane, WA 99214 RE: Bond # X10178 for inspection of Dhaenens Square Phase I PUD. (P 1716) Dear Sir or Madam: Please be advised that Bond # X10178 issued by your company as surety for construction of road improvements and associated drainage facilities for the above- mentioned plat for W.R.S. Associates in the remaining current amount of $2,500.00 may now be released in full effective immediately. This final release should close out the above referenced account. If you have any questions, please call me. Sincerely, cc: File r John Hohman, PE Development Services Engineer /Manager C O U N T 1026 W. Broadway Ave. • Spokane, WA 99260 -0170 • (509) 477 -3600 FAX: (509) 477 -7655 (2nd Floor) 477 -7478 (3rd Floor) • TDD: (509) 477 -7133 BONDS a INSURANCE TO : SPOKANE COUNTY N. 721 JEFFERSON, SUITE 303 SPOKANE, WA 992600290 To be attached to and form a part of: Type of Bond: CHANGE RIDER DUPLICATE ORIGINAL Bond Number: X10178 Executed by: W.R.S. & ASSOCIATES INC. as Principal, and by Contractors Bonding and Insurance Company as Surety, In favor of: and dated: In consideration of the premium charged for the attached bond, it is hereby agreed to change: PENAL SUM From: $25,000.00 To: $2,500.00 SPOKANE COUNTY 04- NOV -94 The attached bond shall be subject to all its agreements, limitations and conditions except as herein expressly modified. This rider is effective: 24- NOV -98 Signed and Sealed 24- NOV -98 Principal: W.R.S. & ASSOCIATES INC. By: Q' ' nt ING s'. Surety: Contractors Bonding and Insurance Company, e i e %:. D9\ o SEAS • e J I h, �'•. 1979.: '� ' B y ��Gt -e / EndRIDE.05- US081595 RECE =D JAN n 6 1999 SPOKANE COUNTY ENGINEEB Eastern Washington North 901 Monroe Suite 340 Spokane, WA 99201 (509) 326-2244 (800)368 -CHIC (509) 325 -4462 FAX o:\nus \create \bf000056 05.02.95 BC)NDS All Limited Power of Attorney KNOW ALL MEN BY THESE PRESENTS that CONTRACTORS BONDING AND INSURANCE COMPANY, a corporation duly organized and existing under the laws of the State of Washington, and having its principal office in Seattle, King County, Washington, does by these presents make, constitute and appoint MARK S. HEWITT, of Spokane, Washington, its true and lawful attorney -in -fact, with lull power and authority hereby conferred in its name, place and stead, to execute, acknowledge and deliver (1) SBA guaranteed performance and payment bonds not exceeding the penal sum of $1250,000; (2) bid bonds for lobs where, if the contract is awarded, the SBA guaranteed performance and/or payment bond(s) will not exceed $1250,000; (3) all other bonds coded and classified by the Surety Association of America in its Rate Manual of Fidelity, Forgery and Surety Bonds (including future amendments thereto) as Judicial, Contract (excluding bid bonds), Miscellaneous, License and Permit, and Federal not exceeding the penal sum of $3,500,000, (4) bid bonds fagots wntten pursuant to the authority in clause (3) above where, it the contract is awarded, the performance and/or payment bond(s) will not exceed $3,500,000; (5) all other bonds not exceeding the penal sum of $500,000, and (6) consents, releases and other similar documents required by an obligee under a contract bonded by the Company. Provided, however, that MARK S HEWITT is granted power and authonty to exceed the applicable penal limit previously set forth for any bond in an amount equal to the amount of any letter of credit, or similar secunty, received as collateral security by the Company as an inducement to issue the bond; and to bind the Company thereby as fully and to the same extent as if such bonds were signed by the President sealed with the corporate seal of the Company and duly attested by its Secretary, hereby ratifying and confirming all that the said attorney- in-fact may do in the premises Said appointment is made under and by authority 01 the following resolutions adopted by the Board of Directors of the CONTRACTORS BONDING AND INSURANCE COMPANY on November 1, 1992 By S RESOLVED that the President is authonzed to appoint as attorney -in -fact of the Company MARK S HEWITT with power and authority to sign on behalf of the Company. (1) SBA guaranteed performance and paymentbondsnotexceeding the penalsum of $1,250,000; (2)bid bonds torjobswhere, if the contract is awarded, the SBA guaranteed performance and/orpaymentbond(s) will notexceed$1,250,000, (3)all other bonds coded and classified by the Surety Association of America in its Rate Manuatof Fidelity, Forgery and Surety Bonds (including future amendments thereto) as Judicial, Contract (excluding bid bonds), Miscellaneous, License and Permit, and Federal not exceeding the penal sum of $3,500,000: (4) bid bonds for jobs written pursuant to the authority in clause (3) above where, if the contract is awarded, the performance and/or payment bond(s) will not exceed $3,500,000, (5) all other bonds not exceeding the penal sum of $500,000; and (6) consents, releases and other similar documents required by an obligee under a contract bonded by the Company RESOLVED FURTHER that MARK S. HEWITT is granted power and authority to exceed the applicable penal limit set forth in the preceding resolution for any bond in an amount equal to the amount of any letter of credt, or similar secunty, received as collateral security by the Company as an inducement to Issue the bond. RESOLVED FURTHER that the authority of the Secretary of the Company to certify the authenticity and effectiveness of the foregoing two resolutions in any Limited Power of Attorney is hereby delegated to the following persons, the signature of any of the following to bind the Company with respect to the authenticity and effectiveness of the foregoing resolutions as if signed by the Secretary of the Company Marci A Komlod, Maxine L Hood, Larry A Byers and Michael D Burns. RESOLVED FURTHER that the signatures (including certification that the Power of Attorney is still in force and effect) of the President, Notary Public and person certifying authenticity and effectiveness, and the corporate and Notary seals appearing on any Limned Power °AAttorney containing this and the foregoing resolutions as well as the Limited Power of Attorney itself and its transmission, may be by facsimile; and such Limited Power of Attorney shall be deemed an original in all aspects. RESOLVED FURTHER that all resolutions adopted prior to today appointing the above named as atomey-inlact for CONTRACTORS BONDING AND INSURANCE COMPANY are hereby superseded IN WITNESS WHEREOF, CONTRACTORS BONDING AND INSURANCE COMPANY has caused these presents to be signed by its President and its corporate seal to be hereto affixed this 8th day of October, 1997. p \NG AND by t o py 0 R q '• . �y r, R : V l F • t c r ry o• SEAL „.1 • 179 Ines, President � /frA H .- STATE OF WASHINGTON—COUNTY OF KING CONTRACTORS BONDING AND INSURANCE COMPANY On this 8th day of October, 1997, personally appeared STEVEN A. GAINES, to me known to be the President of the corporation that executed the foregoing Limited Power of Attorney and acknowledged said Limited Power of Attorney 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 is authorized to execute the said Limited Power of Attorney IN WITNESS WHEREOF. I have hereunto set my hand and affixed my olrimat seal the day and year first above written. for th Notary Public in a PoaMH01.01- US100897 a• n residing ante of Washington, g at S a OFFICIAL SEAL MOLLY A. HUDSPETH Notes Public – State d Washngton MlyCltmmrssme Expores 1 -9-01 Home Office: 1213 Valley Street P.O. Box 9271 Seattle, WA 98109 -0271 (206) 622-7053 The undersigned, acting u •: auth• ity of the Board of Directors of CONTRACTORS BONDINGAND INSURANCE COMPANY, hereby teddies, as or in lieu of Certificate of the Secretary of CONTRACTORS BONDING AND INSURANCE . ` ANY, that the above and foregoing is a full, true and correct copy of the Original Power of Attorney issued by said Company, and does hereby further certify that the said Power of Attorney is still in force and effect. GIVEN under my hand at Jk"DI(cn! L..+ , this 2 c� - day of N•Kx�.(. -(-. ,19 C i J 11 SPOKANE COUNTY ENGINEERING DEPARTMENT SPOKANE COUNTY, WASHINGTON R. E. Excise Tax Exe mpt Date (71a.---',/ 19 G/ Snoknne County Trnns 1 941101010/ TEMPORARY DRAINAGE EASEMENT E( FL TILE`) 0 ". REQUE`•I Nov I 9 ., Portion of Partt'l/•N0. Road File No. Avalon Land - RF No. 2006 VOL. 1667PACE 255 The Grantors W.R.S. AND ASSOCIATES, INC. a Washington Corporation, and DOREEN DIECKHOFF, personal representative of the ESTATES OF A.J. DHAENENS and ADA A. DHAENENS, DECEASED, and INLAND NORTHWEST BANK, of the County of Spokane, State of Washington, for and in consideration of Mutual Benefits, the receipt of which is hereby acknowledged, grants to DHAENENS SQUARE HOMEOWNERS ASSOCIATION of the County of Spokane, State of Washington, an Easements over, under, upon and across the hereinafter described lands situated in the County of Spokane, State of Washington: A Drainage Easement over a portion of the East Half of Tract 180 of VERA, recorded in Volume "0" of Plats, Page 30, in the Spokane County Auditor's Office, described as follows: Commencing at the Southwest corner of said East Half of Tract 180, from which point the West line of said East Half of Tract 180 bears N.00 °13'20 "W.; thence N.36 °42'25 "E. a distance of 449.42 feet; thence N.48 °38'28 "W. a distance of 57.90 feet to the TRUE POINT OF BEGINNING of said easement; thence continuing N.48 °38'28 "W. a distance of 32.60 feet to the beginning of a non - tangent curve, the radius of which bears S.48 °38'28 "E. a distance of 325.00 feet; thence easterly along said curve through a central angle of 01°46'54", an arc distance of 10.11'; thence S.46 °51'34 "E. a distance of 32.46 feet; thence S.41 °21'32 "W. a distance of 9.10 feet to the True Point of Beginning TOGETHER WITH A Drainage Easement over a portion of the East Half of Tract 180 of VERA, recorded in Volume "0" of Plats, Page 30, in the Spokane County Auditor's Office, described as follows: Commencing at the Southwest corner of said East Half of Tract 180, thence N. 00 °13'20 "W. along the West line of said East Half of Tract 180 a distance of 484.97 feet; thence N.89 °46'40 "E. a distance of 87.84 feet; thence S.52'01'40 "E. a distance of 68.03 feet to the TRUE POINT OF BEGINNING of said easement; thence continuing S.52 °01'40 "E. a distance of 31.97 to the beginning of a non - tangent curve concave to the southeast, having a radius of 355.00 feet; (from which a radial line bears S.52 °01'40 "E.); thence northeasterly along said curve though a central angle of 04 °52'14" an arc distance of 30.18 feet; thence N.47 °09'26 "W. a distance of 33.37 feet; thence S.37 °58'20 "W. a distance of 32.98 feet to the True Point of Beginning, Located in Section 22, Township 25 North, Range 44 East, W.M. YOI. 1667Phu. 256 The Grantor will construct the drainage facilities in conformance with the approved plans on file in the County Engineers Office. This EASEMENT grants to DHAENENS SQUARE HOMEOWNERS ASSOCIATION the right of ingress and egress to, over, and from said EASEMENT for the purpose of constructing, inspecting, and maintaining the drainage ways and facilities in conformance with the approved plan DHAENENS SQUARE HOMEOWNERS ASSOCIATION or their successors in interest shall maintain the drainage facilities with a permanent live cover of lawn turf in conformance with the approved plans on file in the Engineers Office. Maintenance financing of drainage facilities shall be in a manner determined by DHAENENS SQUARE HOMEOWNERS ASSOCIATION or their successor in interest. Should DHAENENS SQUARE HOMEOWNERS ASSOCIATION be terminated for any reason, the successor in interest shall be the individual lot owners, or their successors in interest, who are members of the DHAENENS SQUARE HOMEOWNERS ASSOCIATION at the time of said termination. In the event such private drainage facilities are improved to Spokane County standards, and the County is willing to accept the dedication of such drainage facilities, each lot owner shall execute any documents necessary to accomplish such dedication. Spokane County is hereby granted the right of ingress and egress to, over, and from the above described property. Whenever DHAENENS SQUARE HOMEOWNERS ASSOCIATION or their successors in interest fail to maintain the drainage facilities in conformance with the approved Drainage Plan, a notice will be given to DHAENENS SQUARE HOMEOWNERS ASSOCIATION or their successors in interest by the County. If not corrected after ten (10) days, the County has the right to correct the maintenance failure or have it corrected at the expense of DHAENENS SQUARE HOMEOWNERS ASSOCIATION or their successors in interest. Spokane County does not accept the responsibility of maintaining the drainage course on private lots within the drainage easements or floodplain areas, nor the responsibility for any drainage whatsoever, including but t not limited to inverse condemnation to any properties due to deficient construction and /or maintenance of drainage courses in drainage easements on private property. This Easement will be terminated at such a time the described area is platted. 2 r. IN WITNESS WHEREOF, the undersigned has caused this instrument to be executed on this day of /}CI 1994. W.R.S. AND ASSOCIATES, INC., INLAND NORTHWEST BANK A Washington Corporation Yjd/� / .rta William R. Smith, President THE ESTATES OF A.J. DHAENENS AND ADA A. DHAENENS, DECEASED By:__ vgev ) 4a . DOREEN DIECKHOF Personal Representative STATE OF WASHINGTON ) ) ss COUNTY OF SPOKANE ) ACKNOWLEDGMENT I certify that I know or that I have satisfactory evidence that WILLIAM R. SMITH is the person who appeared before me, and said person acknowledged that he signed this instrument on oath stated that he was authorized to execute the instrument and acknowledged it as the President of W.R.S. AND ASSOCIATES, INC. to be the free and voluntary act of such corporation, for the uses and purposes stated in the instrument. DATED this day of n +o1) _R t- , 1991 . V. NOT PUBLIC, in and for the State of Washington residing at Spokane, My commission expires: 3 - / o - q7 3 VGl.1667PAGE 257 BY: 4+21 7 . ITS: Sy' , LA cC firo tGZ tr . . vai. i667PAGE 258 STATE OF WASHINGTON ) ) ss County of Spokane ) On this c2(p day of O('a , 197 , before me, the undersigned, a Notary Public in and for the State of Washington, personally appeared DOREEN DIECKHOFF, to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that she signed the same as her free and voluntary act and deed as Personal Representative of the Heirs and Devisees of A. J. DHAENENS and ADA A. DHAENENS, for the uses and purposes therein mentioned, and on oath stated that she is authorized to execute the said instrument as Personal Representative of the heirs and devisees of A. J. DHAENENS and ADA A. DHAENENS. Given under my hand and official seal the day and year first above written. so ul!!! ..... , L KV y `` • t . • c„stoN �1.. cV No TAR' —*- -. PUBLIC e o 4 1 Pi t�,Ctl �� \ 16L.e -O 0 NOTARY PUBLIC, in and for the State of Washington residing at Spokane, My commission expires: 3 /1- 9 '7 STATE OF WASHINGTON ) ) ss County of Spokane ) On this ,Z day of ()c - , 19 gy, before me the undersigned, a Notary Public in and for the State of Washington, personally appeared ,4crvlaa // L. Fewc/ and to me known to be jehridr V/ce P,tsidenf and of INLAND NORTHWEST BANK, the corporation that executed the within and 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 they are authorized to execute the said instrument and that the seal affixed (if any) is the corporation seal of said corporation. Given under my hand and official seal the day and year first above written. caleeet NOTARY PUBLIC, in and for the State of Washington residing pt Spokane, My commission expires: V-1//i7 R. E. Excise Tax Exempt 1 DatecPe, -/ 19 7V Spokane County Treas. 9411010108 AVALON LANE AND MAMER LANE ASSESSORS PARCEL NO. 45224.2679, 45224.2576 RI' No. 2006 SPOKANE COUNTY ENGINEERING DEPARTMENT [ r� SPOKANE COUNTY, WASHINGTON VOL. 1667 I PAGE 259 TEMPORARY TURNAROUND EASEMENT IN THE MAI 1ER OF AVALON LANE AND MAMER LANE AND ALLEY ( DHAENENS SQUARE, PHASE I) KNOW ALL MEN BY THESE PRESENTS, that the Grantors, W.R.S. AND ASSOCIATES, INC. a Washington Corporation, and DOREEN DIECKHOFF, personal representative of the ESTATES OF A.J. DHAENENS and ADA A. DHAENENS, DECEASED, and INLAND NORTHWEST BANK, for and in consideration of Mutual Benefits, the receipt of which is hereby acknowledged, grants to DHAENENS SQUARE HOMEOWNERS ASSOCIATION as created by document recorded July 8, 1994 under State U.B.I. No. 601 -557 -757, and to Spokane County, a political subdivision of the State of Washington, an Easement over, upon and across the temporary Turnarounds, legally described as follows: TEMPORARY TURN - AROUND "A" An easement over a portion of the East Half of Tract 180 of VERA, recorded in Volume "0" of Plats, Page 30, in the Spokane County Auditor's Office, described as follows: Commencing at the Southwest corner of said East Half of Tract 180, from which point the West line of said East Half of Tract 180 bears N.00° 13'20 "W.; thence N.36 °46'09 "E. a distance of 454.75 feet to the TRUE POINT OF BEGINNING; thence N.19 °40'41 "E. a distance of 5.00 feet; thence N.48 °34'23 "W. a distance of 88.56 feet to the beginning of a non - tangent curve, the radius of which bears S.46 °51'34 "E. a distance of 325.00 feet; thence southwesterly along said curve through a central angle of 01°46'54" an arc distance of 10.11 feet; thence N.48 °38'28 "W. a distance of 30.00 feet to the beginning of a non- tangent curve, the radius of which bears S.48 °38'28 "E. a distance of 355.00 feet; thence northeasterly along said curve through a central angle of 07 °46'39" an arc distance of 48.19 feet; thence S.48 °38'28 "E. a distance of 99.01 feet to the beginning of a curve concave to the north having a radius of 30.00 feet; thence easterly along said curve through a central angle of 72 °50'22" an arc distance of 38.14 feet to a point of cusp and the beginning of a non- tangent curve concave to the southeast having a radius of 234.50 feet; thence southwesterly along said curve through a central angle of 15 °51'07" an are distance of 64.88 feet to the True Point of Beginning. TEMPORARY TURN - AROUND EASEMENT "B" An easement over a portion of Tract 181 of VERA, recorded in Volume "0" of Plats, Page 30, in the Spokane County Auditor's Office, described as follows: Commencing at the Southwest corner of the East I -Ialf of 'Tract 180 of said VERA, from which point the West line of said East Half of Tract 180 bears N.00° 13'20 "W.; thence N.55 °01'14 "E. a distance of 518.49 feet to the TRUE POINT OF BEGINNING; thence N.12 °10'07 "W. a distance of 30.00 feet; thence N.41 ° 15'30 "E. a distance of 19.35 feet; thence N.12 ° 10'07 "W. a distance of 66.14 feet; thence N.62 °37'26 "W. a distance of 20.15 feet; thence N.12 °10'07 "W. a distance of 20.00 feet; thence N.77 °49'53 "E. a distance of 43.29 feet; thence 5.12 °10'07 "E. a distance of 143.38 feet; thence S.81 °37'52 "W. a distance of 43.39 feet to the True Point of Beginning. Said Temporary Turnaround Easement is hereby granted to DHAENENS SQUARE HOMEOWNER'S ASSOCIATION until such time as Avalon Lane, Mamer Lane and the Alley are continued as a private road in keeping with the existing approved design and dedicated to the Dhaenens Square Homeowner's Association as a private road, at which time the Temporary Turnaround Easement will be terminated. All gravel and asphalt shall be removed from the Temporary Turnaround Easements at such time as said easements are terminated. VOL �_667PAGE 26O This Temporary Turnaround Easement voids the Temporary Turnaround Easement recorded October 11, 1994, under Auditor's File No. 9410110185. IN WITNESS � WHEREOF, the undersigned has caused this instrument to be executed on this c� , day of fcd1 b , 1994. W.R.S. AND ASSOCIATES, INC., A Washington Corporation 21:c2 4 fly { -f/ 4-t7 William R. Smith, President THE ESTATES OF A.J. DHAENENS AND ADA A. DHAENENS, DECEASED By:/ e_g_tev ,.1.tex p " DOREEN DIECKHOFI� ' J Personal Representative INLAND NORTHWEST BANK BY: ITS: S, 1/ ACKNOWLEDGMENT STATE OF WASHINGTON ) ) ss COUNTY OF SPOKANE ) I certify that I know or that I have satisfactory evidence that WILLIAM R. SMITH is the person who appeared before me, and said person acknowledged that he signed this instrument on oath stated that he was authorized to execute the instrument and acknowledged it as the President of W.R.S. AND ASSOCIATES, INC. to be the free and voluntary act of such corporation, for the uses and purposes stated in the instrument. DATED this c 2lc t it day of Oes blL &ti , 19 q. NOTARY PUBLIC, in and for the State of Washington residing at Spokane, My commission expires: 3 -1.0 - 7 2 PUBLIC STATE OF WASHINGTON ) ) ss County of Spokane ) On this day of nci , I9 ']ti , before me, the undersigned, a Notary Public in and for the State of Washington, personally appeared DOREEN DIECKHOFF, to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that she signed the same as her free and voluntary act and deed as Personal Representative of the Heirs and Devisees of A. J. DI- IAENENS and ADA A. DHAENENS, for the uses and purposes therein mentioned, and on oath stated that she is authorized to execute the said instrument as Personal Representative of the heirs and devisees of A. J. DHAENENS and ADA A. DHAENENS. Given under my hand and official seal the day and year first above written. Given under my hand and official n 0111104 1 .• " q ' , ; , "1 m : ;.3 cci NOTARY m c , ■ .. Ptre ) )Z t2 ,V1 1 A (9- f NOTARY PUBLIC, in and for the State of Washington residing at Spokane, My commission expires: va1..166TPAGE 261 STATE OF WASHINGTON ) ) ss County of Spokane ) On this day of tnic. /d , 199Y,j3efore me the undersigned, a Notary Public in and for the State of Washington, personally appeared /sgiickz // L / / and to me known to be !Ace / icier•, f and of INLAND NORTHWEST BANK, the . corporation that executed the within and 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 they are authorized to execute the said instniment and that the seal affixed (if any) is the corporation seal of said corporation. seal the day and year first above written. (AC ' GGfC 'tti NOTARY PUBLIC, in and for the State of Washington residing, at My commission expires: ,.///17 3 .7 -7.. rkosARi4XuRliti C fAROUNIZEASEMENT • -,PERIVI:71TOTSM99. tt 1, , i i ":7,1:7; • . N89' 53 ° t:wIrrn•rti"W ' i 75 00' •• ••••• N87i 39' 7P •••'•.:9. 22.98' (R) z ..2. • tDRAINAOE::!;,, • •- - ....,-, -z.- .." x• ; . , 4.' -... VI > ''' '... - •- ft 7 � .;', rrr' I. ' • 1 , cr) ' - .I P 619MT: DISTANCE :?•• :7:,.. '. 1.."••• EASEMENT .. ' r. .'••••:•.. ---"' S9006'41 5,, •'' ':-:..1 . :: ,-,•,..: . 6.00' ''''• •• , • 7 - 7- 17 . 18F63 .7 19 1 .±2 ..'••• : :• - • L . , •-. . • --- • - ?••,., D iNAGEcrt • 115.50' • EASEMENPf ‘• - • i 54. rt 1/44 f alAIE11:1AtE:NT,:a ,I.:3,..,..y.. - .. 4isf77• 2`ii 07 -11 Lt.„; i ii;C: 71 S - ' *:::: -:" .7 -::: s — 1 — ririLlti y . . . • EASEMENT • • . : . 0 ",•••=i36100'..a .... !; 44ri.,i../Avr:,,2,,:. , 0 - — 0 • Cfl *1113.17: 86 •- • : -;•"• • 6 AS 191 - 7 NT DISTANCE . E -„- 3z _ I ._. t(1 .•' - . ----7 6: - -! :::;') . 74•1E " z LANE 71.: PREPARED FOR: WRS & ASSOCIATES ATTN: BILL SMITH P.O. BOX 14084 SPOKANE, WA 99214 cc: Spokane County Engineers cc: Spokane County Planning cc: Inland Pacific Engineering, Inc. TRANSAMERICA TITLE INSURANCE COMPANY 720 NORTH ARGONNE ROAD SPOKANE, WASHINGTON 99212 (509) 922- 2222/FAX 926 -1519 TRANSAMERICA NO.: ME- 181714M RE: DHAENENS SQUARE PHASE I/ PE 1716 -93 SUPPLEMENTAL TITLE COMMITMENT NUMBER 1 TO THE 3RD PLAT CERTIFICATE ATTENTION: This Supplemental contains changes which impact title to property set forth in the above - referenced commitment. S C H E D U L E "B ": X Paragraph No. 1 is changed as follows: 1. Taxes and assessments, if any, no search having been made thereof, as to Parcel Nos. 45224.2576 and 45224.2679. (U.L.I.D. NO. 914) X There has been no change in the title to the property covered by this order since April 21, 1994, EXCEPT the matters noted hereinabove. Dated as of September 20, 1994 at 8:00 A.M. TRANSAMERICA TITLE INSURANCE COMPANY and Parcel numbers are provided from the latest Assessor's Maps available to the company. Said parcel numbers are not a matter of the public record therefor, the company makes no assurance as to validity or accuracy relating thereto. By Micki Erwin, Title Officer RFr,PIVED SEP 2 81994 I.P.E.C. WRS & ASSOCIATES ATTN: BILL SMITH P.O. BOX 14084 SPOKANE, WA 99214 cc: Spokane County Engineers cc: Spokane County Planning cc: Inland Pacific Engineering, Inc. TRANSAMERICA TITLE INSURANCE COMPANY 720 NORTH ARGONNE SPOKANE, WASHINGTON 99212 (509) 922- 2222/FAX 926 -1519 PREPARED FOR: Order No.: ME- 181714M 3RD PLAT CERTIFICATE Effective Date: April 21, 1994 at 8:00 a.m. 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: (See Attached) page 1 of 4 Certificate for Filing Proposed: DHAENENS SQUARE PHASE I PE 1716 -93 Charge: Tax: Total: $125.00 10.00 $135.00 LEGAL DESCRIPTION Order No.: 181714M Portions of the East half of Block 180 and portions of Block 181 of VERA, as per plat thereof recorded in Volume "0" of Plats, page 30, described as follows: Beginning at the Southwest corner of the East half of Block 180; thence North 00 °13'20" West, along the West line of said East half a distance of 484.97 feet; thence North 89 °46'40" East a distance of 87.84 feet; thence South 52 °01'40" East a distance of 100.00 feet to the beginning of a non - tangent curve concave to the Southeast having a radius 355.00 feet (from which a radial line of said curve bears South 52 °01'40" East); thence Northeasterly along said curve through a central angle of 03 °23'12" an arc distance of 20.98 feet; thence South 48 °38'28" East a distance of 120.50 feet to the beginning of a non - tangent curve concave to the Southeast having a radius of 234.50 feet (from which a radial line of said curve bears South 48 °38'28" East); thence Northeasterly along said curve through a central angle of 36 °28'21" an arc distance of 149.28 feet; thence South 12 °10'07" East a distance of 163.93 feet; thence North 89 °56'22" East a distance of 128.59 feet; thence South 00 °03'38" East a distance of 63.39 feet; thence North 89 °53'19" East a distance of 110.37 feet to the West line of East 300 feet of Block 181; thence South 00 °12'38" East along said West line a distance of 210.00 feet to the South line of said Block 181; thence South 89 °53'19" West along the South line of said Blocks 180 and 181 a distance of 669.57 feet to the Point of Beginning; Situate in the County of Spokane, State of Washington. VESTED IN: W.R.S. AND ASSOCIATES INC. page 2 of 4 EXCEPTIONS: 1 Taxes and assessments, if any, no search having been made thereof, as to Parcel Nos. 45244.2576 45244.2679. (U.L.I.D. NO. 914) Parcel numbers are,provided from the latest Assessor's Maps available to the company. Said parcel numbers are not a matter of the public record therefor, the company makes no assurance as to validity or accuracy relating thereto. 2. Liability to future charges by Spokane County for Storm Water service. 3 Any unpaid assessments or charges, and liability for further assessments or charges by Vera Irrigation District No. 15. 4. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: AND: DATED: RECORDED: RECORDING NO.: REGARDING: 5. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: TRUSTEE: BENEFICIARY: ORIGINAL AMOUNT: DATED: RECORDED: RECORDING NO.: page 3 of 4 Order No.: ME- 181714 Vera Electric Water Company, a corporation D.K. McDonald, A.C. Jamison, Andrew Good and Vera Land Company, a corporation April 25, 1908 April 25, 1908, Book of Contracts, page 292 200528 Providing for construction of ditches, flumes, pipelines, etc., with right of ingress and egress to maintain said flumes, pipes, etc.; and providing for lien for unpaid charges for such service. W.R.S. and Associates, Inc. Transamerica Title Insurance Company Estates of A.J. Dhaenens and Ada A. Dhaenens, deceased 8450,000.00 March 15, 1993 March 16, 1993 9303160143 6. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: and GRANTOR: TRUSTEE: BENEFICIARY: ORIGINAL AMOUNT: DATED: RECORDED: RECORDING NO.: Order No.: ME- 181714 W.R.S.' and Associates, Inc., a corporation of Washington Transamerica Title Insurance Company, a corporation Inland Northwest Bank $113,856.40 December 31, 1993 January 3, 1994 9401030610 7. 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. page 4 of 4 TRANSAMERICA TITLE INSURANCE COMPANY f B Midki Erwin, Title Officer Dear Sir or Madam: S P O K A N E DIVISION OF ENGINEERING AND ROADS CBIC C/O Bill Smith W.R.S. & Assoc., Inc. PO Box 14084 Spokane, W.A. 99214 RE: Dhaenens Square P1716 W.R.S. & Assoc. William A. Johns, P.E., County Engineer Dennis M. Scott, P E., Director Please be advised that the Subdivision Roadway improvement Bond Nto. X10178 issued by your company as surety for installations of roads and associated drainage facilities for the above mentioned plat, dated November 7, 1995 in the current amount of 525,000.00 may now be reduced to 52,500.00 (T.vo thousand five hundred U.S. dollars). If you have any questions, feel free to call our office Very truly yours, A DIVISION OF THE PUBLIC WORKS DEPARTMENT Bill Johns, P.E. Spokane County Enarneer C 0 13 N T Y October 26, 195E David A. Berto Plat Compliance Surveyor 1026 W Broadway Ave. • Spokane, WA 99260 -0170 • (509) 456 -3600 FAX (509) 324 -3478 TDD. (509) 324 -3166 Road and Drainage Bonding Estimate pi 7/ PROJECT Dhaenens Square 1st Bond Reduction DRAINAGE ITEMS UNITS QUANTITY PRICE COST 1)`Drywell - Type A EA 1 350 00 0.00 2) Drywell - Type B EA 1700.00 0.00 3) Grate - Type 1 EA 320.00 0.00 4) Grate Type 2 EA 345.00 0.00 5) Grate - Type 4 EA 300.00 0 00 6) Backfill For DW CY 17.25 0.00 7) Concrete Inlet EA 800.00 0.00 8) C.M. Pipe 10" Dia. LF 24.00 0.00 9) C.M. Pipe 12" Dia. LF 27.00 0.00 10) C.M. Pipe 15" Dia. LF 29.00 0.00 11) C.M. Pipe 18" Dia. LF 30.00 0.00 12) Precast Manhole EA 1500.00 0.00 13) Solid lid EA 325.00 0.00 14) Ditch Excavation CY 10.00 0.00 15) Pond Excavation CY 10.00 0.00 16) Sod SF 0.70 0.00 NON STANDARD DRAINAGE ITEMS 1) Wilbert Vault Curb Inlet EA 250.00 0.00 2) 0.00 3) 0.00 4) 0.00 GRADING, SURFACING, CURB, AND SIDEWALK NON - STANDARD ROAD ITEMS INSPECTION SERVICES NAME DAVE BERTO DATE 26- Oct -98 DRAINAGE SUBTOTAL 0.00 16) Monuments EA 185.00 0.00 17) Barricade LF 35.00 0.00 18) Street Signs EA 90.00 0.00 OTHER SUBTOTAL 0 00 19) Rough Grade CY 10.00 0.00 20) Top Course CY 15.50 0.00 21) Base Course CY 15.50 0 00 22) Asphalt Concrete Tons 46.00 0.00 23) Curb Type A LF 7.50 0.00 24) Curb Type B & Curb Spillage LS 2500.00 25) Curb Type R LF 8.50 0.00 26) Sidewalk SQ YD 17.50 0.00 1) 0.00 2) 0.00 3) 0.00 GRADING AND SURFACING 2500.00 1) Inspection Services, Reports & As- Builts for Public Ro LS 0.00 2) Inspection & Record Drawings for Private Roads LS Old Standards 0.00 CONSTRUCTION TOTAL INSPECTION TOTAL 2,500.00 0 00 CBIC CONTRACTORS BONDING AND INSURANCE COMPANY PRINCIPAL: W.R.S. & ASSOCIATES INC CONTRACT AMOUNT $: DESCRIPTION: SUBDIVISION ROADWAY IMPROVEMENT SPOKANE COUNTY N. 721 JEFERSON #303 SPOKANE WA 992600290 is S on the above Bond. We appreciate your cooperation INSURANCE COMPANY have current status information y t ou t co pe the CONTRACTORS BONDING ANTI and returning the form to us so that we may our convenience. Thank you for your assistance. in providing the information reply envelope below, captioned job. A business reply envelope is enclosed for your yours 09/08/ RUSS EDWARDS j 1 ■ ■ OFFICE OF COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Date 1 772_ Inter- office Communication Tr -_ From k Subjefl Form 327 —C.R BOND NO: X10178 STATUS RECEIVED CEP 1 1 199 PURGNASi.. :1 "Spomine: - — r City Blvd. Suite 402.- Metouwuc. 945 -CBIC. (415) 692 =618z rw.. C Burlingame: 8 7 5 South r Rd., Y Laguna Hills. CA 92653, (714) 770 -9733, (800) 274 -CBIC, (714) 770 -9805 FAX � Burlingtwe: 875 Mahler Rd.. Suite 202, Burlingame, CA 94010, (415) 692 -6180, (800) � begone Hills: 23172 Plaza Point Dr., Suite 185, o.U41SCREATEWORMS131 M110.FRM 05.0495 19 tit Q UndS11.1S 064150. TO: BILL JOHNS FROM: DAVE BERTO c: \wpdoc \dave \memo \items OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON DATE: October 15, 1994 SUBJECT: BOND ITEMS P1716 DHAENENS SQUARE The bond for the above mention project is for the following' items: 1) All the items on the approved road and drainage plans with the exception of the sod for the "208" Swales. KNOW ALL MEN (developer), as (bonding cgmean ) State of `fi SUBDT°'SION ROADWAY LMPROVEMENT BOND B� # X10178 BY THESE PRESENT,^$, that Et ( � � rrincipal," and U]n+yoc4oys !'SOn , a corporation organized and existing and authorized to transact a surety business in the State of Washington, as "Surety," are held and y unto Spokane County, a political subdivision of the State of Washington, "Db]igee," in the penal sum of / - 121 G. vim(.[r vLL ( - L '•.,_Ltre_ize is ✓� lawful money of the United States of America, for the payment of which the Principal and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, said Principal is the owner of a tract of land in Spokane County divided and platted into lots and known as {,�1AE A)E US Sif e Y� - V4ASCL and being located in Section , Township ,.Z5' North', Range EJ1 E.W.M., in Spokane County, Washington, and said County has required that a bond be furnished in an amount sufficient to pay the construction costs of grading and surfacing to the approved grades and typical section of the roadways of said plat and the installation of drainage structures and such other work as is incidental and necessary thereto, all in accordance with those Plat Roadway Improvement Specifications dated , 19 , and to the satisfaction of the Spokane County Engineer; such improvements to be completed not later than NOVEMBER 7 , 1995 , unless said date be extended at the option of the Spokane County Engineer. Upon failure of the Principal to comply with the requirements stated here- in within the time authorized, and upon delivery of a written notice thereof by Obligee to Surety, the Surety shall make satisfaction to Obligee to the extent of this Bond_ The obligation of this Bond shall be kept in full force and effect until, in the opinion of the Obligee, the requirements herein stated have been satis- fied, in which event written release will be given by the Obligee, the Obligee having sole right co grant such release. The Surety hereby waives all rights to release from the obligation except as herein stated. SIGNED AND SEALED this 4TH day of NOVEMBER , 1994 . Principal By: �ic4=fy . L// ,9J 9' eZo q-,i' -r �hc_ a a 2ps ,uj, t a rce, Sur " ty By: _!(1llii�a�e� A7`ln�PrJE� -/u FRGT (s<_:OC 4 7 _ 1/4.2-4.‘, Cu, _ under the laws of the Dollars ($ c S O - firml bound as (Title) CBIC CONTRACTORS BONDING AND INSURANCE COMPANY KNOW ALL MEN BY THESE PRESENTS that CONTRACTORS BONDING AND INSURANCE COMPANY, a corporation duly organized and existing under the laws of the State of Washington, and having its pnncipal office in Seattle, King County, Washington. does by these presents make, constitute and appoint DAVID R. EDWARDS, of Spokane, Washington, its tme and lawful attorney -in -tact, with lull power and authority hereby conferred in its name, place and stead, to execute, acknowledge and deliver (1) SBA guaranteed performance and payment bonds not exceeding the penal sum of $1,250,000; (2) bid bonds for lobs where, if the contract is awarded, the SBA guaranteed performance and/or payment bond(s) will not exceed $1,250,000, (3) all other bonds coded and classified by the Surety Assocmhon of Amenca in its Rate Manual of Fidelity, Forgery and Surety Bonds (including future amendmentsthereto)asJudicial, Contract (excluding bid bonds), Miscellaneous, License and Permit, and Federal not exceeding the penal sum of $3,000,000; (4) bid bonds for lobs wntten pursuant to the authonty in clause (3) above where, if the contract is awarded, the performance and/or payment bond(s) will not exceed $3000,000; and (5) all other bonds not exceeding the penal sum of $500,000 Provided, however, that DAVID R EDWARDS is granted power and authority to exceed the applicable penal limit previously set forth for any bond in an amount equal to the amount of any letter of credit, or similar secunty, received as collateral security by the Company as an inducement to issue the bond, and to bind the Company thereby as fully and to the same extent as if such bonds were signed by the President, sealed with the corporate seal of the Company and duty attested by its Secretary; hereby ratifying and confirming all that the said attorney in -fact may do in the premises. Said appointment is made under and by authonty of the following resolutions adopted by the Board of Directors of the CONTRACTORS BONDING AND INSURANCE COMPANY on January 1, 1994' RESOLVED that the President is authonzed to appoint as attorney-in-fact of the Company DAVID R. EDWARDSwith power and authonty tosign on behalf of the Company (1) SBA guaranteed performance and payment bonds not exceeding the penal sum (01.250,000, (2) bid bonds forlobs where, lithe contract's awarded, the SBA guaranteed performance and/or payment bond(s) will not exceed $1,250,000, )3)all other bonds coded and classified by the SuretyAssociation of America inits Rate Manual of Fidelity, Forgery and Surety Bonds (including future amendments thereto) as Judicial, Contract (excluding bid bonds), Miscellaneous, License and Permit, and Federal not exceeding the penal sum of $3,000,000, (4) bid bonds tor fobs written pursuant to the authority in clause (3) above where, if the contract is awarded, the performance and/or payment bond(s) will not exceed $3,000,000, and (5) all other bonds not exceeding the penal sum of $500,000. RESOLVED FURTHER that DAVID R EDWARDS is granted power and authority to exceed the applicable penal limit set forth in the preceding resolution for any bond in an amount equal to the amount of any letter of credit, or similar secunty, received as collateral secunty by the Company as an inducement to issue the bond RESOLVED FURTHER that the authority of the Secretary of the Company to cedy the authenticity and effectiveness of the foregoing two resolutions in any Limited Power of Attorney is hereby delegated to the following persons, the signature of any of the following to bind the Company with respect to the authenticity and effectiveness of the foregoing resolutions as d signed by the Secretary of the Company: Larry L Moms and Bill Kaf Len. RESOLVED FURTHER that the signatures (including certification that the Power of Attorney is still in force and effect) of the President, Notary Public and person certifying authenticity and effectiveness, and the corporate and Notary seals appeanng on any Limited Power ofAttomey containing this and the foregoing resolutions as well as the Limited Power of Attorney itself and its transmission, may be by facsimile; and such Limited Power of Attomey shall be deemed an original in all aspects RESOLVED FURTHER thatall resolutions adopted pnor to today appointing the above named as attorney -in -fact for CONTRACTORS BONDING AND INSURANCE COMPANY are hereby superseded. IN WITNESS WHEREOF, CONTRACTORS BONDING AND INSURANCE COMPANY has caused these presents to be signed by its President and its corporate seal to be hereto affixed this 1st day of January, 1994. CONTRACTORS BONDING AND INSURANCE COMPANY By Steven A. Gaines, President STATE OF WASHINGTON— COUNTY OF KING On this 1st day of January, 1994, personally appeared STEVEN A. GAINES, to me known to be the President of the corporation that executed the foregoing Limited Power of Attomey and acknowledged said Limited Power of Attorney to be the free and voluntary act and deed of said corporation, for the uses and purposes therein menboned, and on oath stated that he is authonzed to execute the said Limited Power of Attorney. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written Notary Public in and for the Stag of hington, residing at Seattle Limited Power of Attorney NOTARY PUBLIC STATE OF WASHINGTON MOLLY A. HUDSPETH My Appointment Expires JAN 9, 1097 Home Office: 1213 Valley Street P.O. Box 9271 Seattle, WA 98109 -0271 (206) 622-7053 The undersigned, acting under auth of e Board of Directors of CONTRACTORS BONDING AND INSURANCE COMPANY, hereby certifies, as or in lieu of Certificate of the Secretary of CONTRACTORS BONDING AND INSURANCE COMPA , that the above and foregoing is a full, true and correct copy of the Onginal Power of Attorney issued by said Company, and does hereby further cemty that the said Power of Attorney is still in farce and effect. � ,x / eC GIVEN under my hand at .1;pda/de um? this 7�� day of /M ✓C.'w eta- 19 9 / PoaDE01 02- US010194 PROJECT P1716 DHAENENS SQUARE DRAINAGE ITEMS 1) Drywell - Type A 2) Drywell - Type B 3) Grate - Type 1 4) Grate Type 2 5) Grate - Type 4 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 /208 Excavation 15) Sod NON STANDARD DRAINAGE ITEMS 1) Filter Fabric Lining For 3 D.W. 2) Construct Approx 5,630 S.F. Of Temp Turnaround 3) 4) 5) 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 BOND ESTIMATE NAME DAVE SEATO UNITS EA EA EA EA EA CY EA LF LF LF LF EA EA CY SF LS LS QUANITY PRICE 1 1200.00 2 1600.00 300. 00 330.00 3 300.00 110 15.50 700.00 22.00 25.50 27.50 29.00 1450.00 300.00 74 10.00 0.70 DRAINAGE SUBTOTAL EA LF EA OTHER SUBTOTAL CY CY CY Tons LF LF LF SQ YD GRAND TOTAL 77.7 58. :3 39.8 652. 4 398.7 1 180.00 30.00 1 80.00 GRADING AND SURFACING 1.156. OS DATE 04- Oct -94 COST 1200.00 3200.00 0.00 0.00 900.00 1705.00 0.00 0.00 0.00 0. 00 0. 00 0. 00 0. 00 740.00 0.00 400.00 0.00 1500.00 0.00 0.00 0.00 9645. 00 180.00 0.00 80. 00 260. 00 10.00 777.00 14.00 816.20 14.00 0.00 44.00 1751.20 6.60 0.00 7.90 5153.96 7.60 0.00 16.40 6538.68 0.00 0. 00 0.00 0. 00 15037. 04 PROJECT NO.- P1716 DESIGNER- DAVE BERTO PROJECT DESCRIPTION- DHAENENS SQUARE PUD STREET # 1 NRME- 16TH AVE LENGTH- 669.56 FT. WIDTH- 2.50 FT. BEGINNING STATION = 333.89 ENDING STATION = 1003.45 ONE SIDE ONLY PWIDTH= 12.50 EWIDTH= 10.00 QWIDTH= 0.00 INTER # 1 T INCLUDED ISWIDTH = 40.00 SK = 0.00 RAD = 20.00 TERM # 1 : TAPER TAPER LENGTH = 300.00 TERM # 2 : TAPER TAPER LENGTH = 100.00 ITEM SURFACE AREA - ROADWAY EXCAVATION CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE ASPHALT CONCRETE CURB TYPE B EXISTING SIDEWALK EXISTING ITEM TOTALS ROADWAY EXCAVATION CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE ASPHALT CONCRETE CURB TYPE B SIDEWALK STREET QUANTITIES DATE- 10/ 4/94 MEASUREMENT QUANTITY 3145.58 S.F. 0.67 FT. 0.50 FT. 0.00 FT. 0. 17 FT. 0.00 FT. 0.00 S.Y. 77.7 C.Y. 58.3 C.Y. 0.0 C.Y. 39.8 TONS PROPOSED 652.4 FT. PROPOSED 398.7 S.Y. STREET # 2 NAME- LENGTH- 0.00 FT. WIDTH - 0.00 FT. BEGINNING STATION = 0.00 ENDING STATION = 0.00 TERM # 1 : TAPER TAPER LENGTH = 0.00 TERM # 2 : TAPER TAPER LENGTH = 0.00 MEASUREMENT QUANTITY SURFACE AREA- 0.00 S.F. ROADWAY EXCAVATION 0.67 FT. 0.0 C.Y. CRUSHED SURFACING TOP COURSE_ 0.33 FT. 0.0 C.Y. CRUSHED SURFACING BASE COURSE 0.00 FT. 0.0 C.Y. ASPHALT CONCRETE 0.17 FT. 0.0 TONS CURB TYPE A EXISTING 0.00 FT. PROPOSED 0.0 FT. 77.7 C.Y. 58.3 C.Y. 0.0 C.Y. 39.8 TONS 652.4 FT. 398.7 S.Y. SPOKANE COUNTY ENGINEERING - DEVELOPMENT ENGINEERING SERVICES BOND ESTIMATE FORM PROJECT DIAAEK£N5 50g/tee alp DATE Nov • 3, Ivibq PREPARER 7 13/L-4-- /4011 M uu&-s $ 4 FILTER FABRIC LINING FOR TYPE A & B DRYWELLS 5 FILTER FABRIC LINING FOR TRIPLE DEPTH DRYWELL 36A. 6 BACKFILL FOR DRYWELLS Hoc( c( 7 TYPE 1 METAL GRATE 8 TYPE 2 METAL GRATE 9 TYPE 3 METAL GRATE 10 TYPE 4 METAL GRATE SEA. 11 TYPE 1 CONC INLET PADS 12 WSDOT TYPE 2 GRATE PROJECT NO. P11t( ITEM # DESCRIPTION QUANTITY PRICE TOTAL COST 1 TYPE "A" DRYWELL 1. &L. $ 2 TYPE "B" DRYWELL V E Pt $ 3 TRIPLE DEPTH DRYWELL $ 13 WSDOT TYPE 2 CONCRETE INLET BASE - UNIT "H" $ 14 SPOKANE CO. CONC. INLET $ 15 SPOKAND CO. STANDARD CURB INLET (DRWG. #B -9) $ 16 48" PRECAST MANHOLE $ 17 SOLID METAL LID $ 18 DITCH /208 EXCAVATION 14 Of $ 19 8" ST SEWER - 20 ST SEWER - $ 21 10" ST SEWER - 22 12" ST SEWER - 23 15" ST SEWER - 24 18" ST SEWER - 25 21" ST SEWER - 26 24" ST SEWER - 27 30" ST SEWER - 28 36" ST SEWER - NON STANDARD DRAINAGE ITEMS: rn 1 Go &sjgt,c,-i- 5.63U c S.E V T $ 15C L -S , 2 OA CO SE cA SsP 3 4 5 6 TOTAL ESTIMATED CONSTRUCTION COST: COMMENTS ON BOND ESTIMATE: 60 557 7S The undersigned, William R. Smith, acting as incorporator of a incorporation under the provisions of the Washington Non - Profit Corporation Act, Revised Code of Washington, Chapter 24.03, does hereby adopt the following Articles of Incorporation for such corporation. perpetual. ARTICLES OF INCORPORATION DHAENENS SQUARE OWNERS ASSOCIATION NON - PROFIT CORPORATION ARTICLE I The name of the corporation shall be Dhaenens Square Owners Association. ARTICLE II The period of duration of the corporation shall be ARTICLE III The purpose for which this corporation is organized is to create an entity to manage the common area, including roadways, green areas, storm water drainage system if any, fencing and all exterior landscaping, and further including the collection of association dues, the payment of common expenses of insurance, maintenance and the like, and to perform all management functions which are normal and necessary in a residential planned unit development. The corporation shall have no authority to enter into any business transactions or business enterprises other than those that are necessary or desirable for the management of the operation of the planned unit development. ARTICLE IV The address of the initial registered office of the corporation is 2701 South Bolivar, Veradale, Washington 99037. The name of the initial registered agent at such address is William R. Smith. ARTICLE V The number of directors constituting the initial Board of Directors of the corporation is two (2). The and addresses of the persons who are to serve as the initial directors of the corporation are as follows: 1 William R. Smith 2701 South Bolivar Veradale, Washington 99037 Barbara A. Smith 2701 South Bolivar Veradale, Washington 99037 ARTICLE VI The name and address of the incorporator is as follows: William R. Smith 2701 South Bolivar Veradale, Washington 99037 ARTICLE VII The persons to whom the net assets of the corporation are to be distributed in the event the corporation is dissolved are the individual members of the corporation on the records of the corporation at the time of dissolution, each to receive an equal share, unless the members of the corporation shall designate another non - profit corporation or governmental entity to receive the assets. ARTICLE III The corporation shall initially consist of 28 memberships, all of the same class, one for each of the residential lots contained in the plat of Dhaenens Square, Phase I and all of the subsequent phases. As further additions are platted, each of those lots shall be added as memberships, it being anticipated there will eventually be approximately 72 memberships. A member is defined as the person or persons who own the possessory ownership interest of each particular lot within the planned unit development. A possessory ownership interest is defined as the vested owner or the contract purchaser of a particular lot within the planned unit development. Each membership shall be entitled to one vote. The conduct of the affairs of this corporation shall be carried out in accordance with By -laws which shall be prepared by 2 the initial Board of Directors herein named for presentation to and approval by the members at the first membership meeting conducted thereafter. The By -laws may be amended or enlarged upon as provided therein. IN W TNESS WHERpgF, the incorporator has hereunto set his hand this ZD Y day of 4 -4/(467_ , 1994. d STATE OF WASHINGTON ) ss. County of Spokane ) This is to certify that on this 1994, there appeared personally before me known to be the person described in and who foregoing Articles of Incorporation, and declared to me that they executed the same for the uses and purposes therein mentione 1 ( t `�� k)..,2 ���— WILLIAM R. SMITH ShcO urc cd 3 day of `� - L� , William R. Smi , t me' executed the w thin nd they acknowledged and freely and voluntarily d. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written.. H M. F104, ��S\ON F•Tc� )� NOTARY PUBLIC in and.../for the State nota4 / • � of Washington, Residing at Spokane 9 0: _ y. CONSENT TO SERVE AS REGISTERED AGENT I, William R. Smith, hereby consent to serve as registered agent in the State of Washington for the following named corporation: Dhaenens Square Owners Association. I understand that as agent for the corporation, it will be my responsibility to receive service of process in the name of the corporation; to forward all mail to the corporation; and to immediately notify the office of the Secretary of State in the event of my resignation, or of any changes in the registered office address of the corporation for with I am agent. / DATED this J day of t.& , 1994. / d —4 /64-22 7 ?" , WILLIAM R. SMITH 2701 South Bolivar Veradale, Washington 99037 STATE of `YUASHINGTON SECRETARY of STATE I, Ralph Munro, Secretary of State of the State of Washington and custodian of its seal, hereby issue this a Washington filed for record in this office on the date indicated below: • U.B.I. Number: 601 557 757 SSF 57 CERTIFICATE OF INCORPORATION DHAENENS SQUARE OWNERS ASSOCIATION Non Profit corporation. Articles of Incorporation were Date: July 8, 1994 Given under my hand and the seal of the State of Washington, al Olympia, the State Capitol Ralph Munro, Secretary of State 2- 494575 -0 PREPARED FOR: WRS & ASSOCIATES ATTN: BILL SMITH P.O. BOX 14084 SPOKANE, WA 99214 , cc: Spokane County Engineers cc: Spokane County Planning cc: Inland Pacific Engineering, Inc. TRANSAMERICA TITLE INSURANCE COMPANY 720 NORTH ARGONNE ROAD SPOKANE, WASHINGTON 99212 (509) 922- 2222/FAX 926 -1519 SUPPLEMENTAL TITLE COMMITMENT NUMBER 1 TO THE 3RD PLAT CERTIFICATE ATTENTION: This Supplemental contains changes which impact title to property set forth in the above - referenced commitment. S C H E D U L E "B ": X Paragraph No. 1 is changed as follows: 1. Taxes and assessments, if any, no search having been made thereof, as to Parcel Nos. 45224.2576 and 45224.2679. (U.L.I.D. NO. 914) Parcel numbers are provided from the latest Assessor's Maps available to the company. Said parcel numbers are not a matter of the public record therefor, the company makes no assurance as to validity or accuracy relating thereto. X There has been no change in the title to the property covered by this order since April 21, 1994, EXCEPT the matters noted hereinabove. Dated as of September 20, 1994 at 8:00 A.M. and TRANSAMERICA NO.: ME- 181714M RE: DHAENENS SQUARE PHASE I/ PE 1716 -93 TRANSAMERICA TITLE INSURANCE COMPANY By Micki Erwin, Title Officer RFrFPVED SEP 2 81994 I.P.E.C. TRANSAMERICA TITLE INSURANCE COMPANY 720 NORTH ARGONNE SPOKANE, WASHINGTON 99212 (509) 922 -2222 /FAX 926 -1519 PREPARED FOR: Order No.: ME- 181714M WRS & ASSOCIATES ATTN: BILL SMITH P.O. BOX 14084 SPOKANE, WA 99214 cc: Spokane County Engineers cc: Spokane County Planning cc: Inland Pacific Engineering, Inc. 3RD PLAT CERTIFICATE Effective Date: April 21, 1994 at 8:00 a.m. 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: (See Attached) page 1 of 4 APR 2 91994 SPOKANE COUNTY ENGINEER Certificate for Filing Proposed: DHAENENS SQUARE PHASE I PE 1716 -93 Charge: Tax: Total: $125.00 10.00 $135.00 LEGAL DESCRIPTION Order No.: 181714M Portions of the East half of Block 180 and portions of Block 181 of VERA, as per plat thereof recorded in Volume "0" of Plats, page 30, described as follows: Beginning at the Southwest corner of the East half of Block 180; thence North 00 °13'20" West, along the West line of said East half a distance of 484.97 feet; thence North 89 °46'40" East a distance of 87.84 feet; thence South 52 °01'40" East a distance of 100.00 feet to the beginning of a non - tangent curve concave to the Southeast having a radius 355.00 feet (from which a radial line of said curve bears South 52 °01'40" East); thence Northeasterly along said curve through a central angle of 03 °23'12" an arc distance of 20.98 feet; thence South 48 °38'28" East a distance of 120.50 feet to the beginning of a non - tangent curve concave to the Southeast having a radius of 234.50 feet (from which a radial line of said curve bears South 48 °38'28" East); thence Northeasterly along said curve through a central angle of 36 °28'21" an arc distance of 149.28 feet; thence South 12 °10'07" East a distance of 163.93 feet; thence North 89 °56'22" East a distance of 128.59 feet; thence South 00 °03'38" East a distance of 63.39 feet; thence North 89 °53'19" East a distance of 110.37 feet to the West line of East 300 feet of Block 181; thence South 00 °12'38" East along said West line a distance of 210.00 feet to the South line of said Block 181; thence South 89 °53'19" West along the South line of said Blocks 180 and 181 a distance of 669.57 feet to the Point of Beginning; Situate in the County of Spokane, State of Washington. VESTED IN: W.R.S. AND ASSOCIATES INC. page 2 of 4 EXCEPTIONS: 1. Taxes and assessments, if any, no search having been made thereof, as to Parcel Nos. 45244.2576 45244.2679. (U.L.I.D. NO. 914) Parcel numbers are provided from the latest Assessor's Maps available to the company. Said parcel numbers are not a matter of the public record therefor, the company makes no assurance as to validity or accuracy relating thereto. 2. Liability to future charges by Spokane County for Storm Water service. 3. Any unpaid assessments or charges, and liability for further assessments or charges by Vera Irrigation District No. 15. 4. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: AND: DATED: RECORDED: RECORDING NO.: REGARDING: 5. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: TRUSTEE: BENEFICIARY: ORIGINAL AMOUNT: DATED: RECORDED: RECORDING NO.: page 3 of 4 Order No.: ME- 181714 Vera Electric Water Company, a corporation D.K. McDonald, A.C. Jamison, Andrew Good and Vera Land Company, a corporation April 25, 1908 April 25, 1908, Book of Contracts, page 292 • 200528 Providing for construction of ditches, flumes, pipelines, etc., with right of ingress and egress to maintain said flumes, pipes, etc.; and providing for lien for unpaid charges for such service. W.R.S. and Associates, Inc. Transamerica Title Insurance Company Estates of A.J. Dhaenens and Ada A. Dhaenens, deceased $450,000.00 March 15, 1993 March 16, 1993 9303160143 and 6. DEED OF TRUST AN GRANTOR: TRUSTEE: BENEFICIARY: ORIGINAL AMOUNT: DATED: RECORDED: RECORDING NO.: D THE TERMS AND CONDITIONS THEREOF: 7. 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. By page 4 of 4 Order No.: ME- 181714 W.R.S. and Associates, Inc., a corporation of Washington Transamerica Title Insurance Company, a corporation Inland Northwest Bank $113,856.40 December 31, 1993 January 3, 1994 9401030610 TRANSAMERICA TITLE INSURANCE COMPANY Midki Erwin, Title Officer T - SAMERICA TLE INSURANCE COMPANY rk 0.0 FILED 60P PECOn087 0(00611 Or WIIEn RECORDED PETUnn 10 rev - 180ea 7 Leg 22 form 3161 3 94010 West•, 421, Riverside,.. Spite .110 Co, sr.1. zo _.. Spokane, Washington,.99201,___._._. Deed of Trust (Fur We in Ere Stare a/ Washington Only) 11118 UEEI) OF TRUST. made this 3101 day D . ,Ilrr N.R.S. AND ASSOCIATES, INC., a Corporation of Washington w be.e mad,- v n o,... ..... w._ 0.111 'FIIANSANIEIII('A TITLE INSURANCE COMPANY. s corporation. TRUSTEE, whose address is 1200511th Avenue, Seattle, Washington. e 1 INLAND NORTHWEST BM( n :NEFICIAITY, n hesenAJm.a West 421 Riverside Suite 113. Srnkane. WeRhrnnt-n 99101 WITNI:sV71 l o I :nm for hereby 1argain.. Pells and conveys In Trustee in Trust. with power of Hale. the following de.elilnd nvl Vmperly in SR�(AE>E County. Wnshingtnn: Block 181 of VERA. Der final plat thereof recorded in Volume '0" of Plats, page 30, in the Spokane County Auditor's Off lee; �nyyyyche South 210 feet of the East 300 feet of said Block 181; C EEUEL W IL he East half CIElock 180 of said final plat of VERA; Situate in the County of Spokane, State of Washington. THIS 5680E PROVIDED FOR RECORDER s USE FII EV,".I7 R: r.:,,.r0,... . c:i IN 3 4 00 11'911 000 / -Hill Wall Oft SPBC..Vrt CUUNI2 WASII. 0119111 01. I54OPL6E 244 IB 93 between GRANTOR. which real prnlnet, is not treed principally for agricultural or Inrming purposes. together with all the tern eents, bcrednamcnts. and np purteennce3 nnw or hereafter thereunto belonging or in any wise upper Mining, mid the rents, lasses and profits thereof. 'Phi, lied Is for the purimse n1 co-curing performance of each agreement of grantor herein contained. and FIFTY SIX AND 40/100-- - payment of the suns of Cet .IM1nRES)_T111RfEEl._?10ESAND Pln/T-INNDRm Dolton IS1y B56 -401 nub Realest, in to t fed-onto with the terms of a promissory pule of even date herewith, payable to Ilene- lie inn. n, ,soda,, and mode by Grantor. and all renewals. modifications and extensions thereof, and also such I nrther Punic DIP may Lr ndvu need or loaned by Beneficiary to Grantor. or any of their successors or 'omens, olgetbcr a Ith interest thereon nt such rate as shall be agreed upon. To protect the security of this Herd nI Trust. Grantor covenants and agrees 1 11. keep the property in growl condition and repair. to permit no waste thereof. to complete nny building. Ruin tun• or improvement being hudt or about to be bolt thereon. to notate promptly any building. structure / or lmprmemeut thereon which mny he damaged or destroyed, and to comply with all laws. ordinances. reguln- ,o iron.. envenonls, olmbunns and restrictions affecting the property FILED FOR RECOP0, 6 REOUE510, WHEN RE CORDED 1111 Vex 10 Raa „„ _122 North University co,,snl. bp. Spokane, WA 99206 Ill(, - I ICfi?tr folh,e me JI .. nLPJ seal oleo, r1. m LPG ]2 Perm 3161-3 ROBERT J. MCKANNA 93031601 43 Deed of Trust /Flu I /.r m the .Sinn 0/ IVus /one fun Only) Situate in the County of Spokane, State of Washington. The East half of Tract 1PSa.11 of '1'rnet.1R1_pf_'4:IUt as L.•r plat thereof recorded in W1ule '0” of Plats, page 30; CUT le South 210 feet of the fast 300 feet of Tract 181 of VERA r plat. thereof recorded to Volulc "0" of Plats, Page 30; 0 'ha 16 10 sY tH '93 511s. ht Ihll.h1511 VOL I 404PAGE 751 'I'll 15111:1.1) ot"rio ks.r lbu / Jay ur January 1097 Lcwevn W.11.5. AND AS4]CTATES INC. P lease aJdlr r P.O. Box 14084, Spokane, NA 99214 '111 3NS \'.11:111 CA TITER ANSI In.ANCE COMPANY. a corporation, 'rR I IS'1'EEl whose address I. 1200 Snth A venue . Seattle, Washington. art FCTATrC 0: A 1 NIPSNful5 rind anA n fllAF'NFNS ,GRANTOR. . Dec. , BENEFICIARY. n ho n ad ir _ , Doreen Dieckhoff. Personal Representative. Box 701. Veradale, WA 99037 WI'I'NI :.V:'1'II tn.mn hcteln' bargain. sells and ',miry, in Trustee In Ting, with pn'or of .ale. the Spokane County. \V a.lnno 11,11 uhn h rod property Is net used pr rlpnih Inr agneabtur.d nr lennmg porlm ., mga W ell the ten intents. heledlyament,. and appurtenances now or bere,lter thereunto belonging or In any wise a pper- booing. and the Dents. Issues and profits thereof 1 his deed 1,. fur the purpose of securing perlormenru of each agreement rd grantor herein contained, and payinem of the von vl FOUR 1111IDRED FIFTY 7110JSPND AND DO /100- - - -- Dollars 1 450.000.00 .- ,.h6 In tau.e. m i i o d tom with the term, al u promissory nun- t i mm r eye date pe he able and Ilene. pee fir v r -r s r nod Hal. be d ce an o a d e b uvula oanJ extensions and also . further sun 11 m es at s r loaned aJvrno d b> y Be hn m erap ury m a Grantor. o o any ofns r a of their successors ur ., as. together wh interest thereon at such s h rate as shell all be agncJ epos To protect the scion' v of this Deed of hest. Grantor covenants and ugreee: I To keep the property in grxwl condition and repair, to permn no waste thereof; to 00mpiele ran) building. structure or improvement being built or about to be Ludt thereon. to Reston promptly any budding, structure or improvement thelmn ...bill may le damaged or destroyed, and to comply with 411 laws. ordinances. regula- eons, en me nt,. conditions and restrictions aflecung the property FILED FOR RECORD AT REQUEST OF: WHEN RECORDED RETURN TO: ROBERT J. MCKANrIA North 122 University Spokane, Washington 99206 It y • 1 90035 &CM) 1.1 PVU un .AuAna Md 96Oe CC' - r , ",.s, 0851.1 this /2 :1;)(1:111)01.12 PERSONA(. REPRESENT 1TIVE:.1 -1 0 4 r LGE STATUTORY WARRANTY DEEly TIIE GRANTOR, DOREEN DIECKIIOFF, Personal Representative of the ESTATES OF A.J. DHAEIIEIIS and ADA A. DIIAEIIEIIS, Deceased, for and in consideration of TEN DOLLARS ($10.00) and other good and valuable consideration, in hand paid, conveys and warrants to W.R.S. AND ASSOCIATES INC. the following described real estate, situated in the County of Spokane, State of Washington: The East half of Trarr Iq ftt731l of T get lal o✓ VFRA as per plat thereof records n Volume "0" of Plats, Page 30; /E %CEPT the South 210 feet of the East 300 feet of Tract 181 of VERA as per plat thereof recorded in Voume "0" of Plats, Page 30; Situate in the County of Spokane, State of Washington. SUBJECT TO: 1. U.L.I.D. Assessment on Parcel No. 45224.2576 hereby assumed by grantee; 2. Future assessments by Vera Water & Power Co DATED this /} day of January, 1997. RECEI :En FILED BR .IECORDED RE nO' u::ii h!:\1t;.'. 1 Has IS IJ so LH , 93 all 750 ESTATES OF A.J. DHAENEHS and ADA A. DHAErIENS, Deceased rr /11, 1 By: P'0.','[ n o t ; co i ls. -;c DOREEN DIECKIIOFF (•' Personal Representative STATE OF WASHINGTON 1 es. County of Spokane I On this /., day of Janueiy, 1993, before me personally appeared DOREEN DIECKNUFF, to e known to be the individual who a cuted the 1eregusng Instrument as Pe al Repre of [ht. Eaua o cs of A.J. pl,a Silt! nu 1 Ada A. Dlueea, deceased and acknowledged that she signed the a as her free and voluntary act and deed as Personal Representative for said principals for the uses and purposes mentioned rn the instrument. day of January, 1993. / NOTARY PUBLIC Hy Appointment Expire.) , /'/ • — MD — I I is I 6 k A A� \ QA,, .? \ , \ �r/ — I TRANSAMERICA TRU INSURANCE COMPANY i nis sketch is provided, without charge, for your it crmation. It is not intended to show all matters s'ed to the property including, but not limited urcb, dimensions, easements, encroachments, or :asio n of boundaries. It is not part af, nor does N ncdi`y, the commitment or policy to which it is vi`: 'hed. The Company assumes NO LIABIUTY for any eio "tar related to this sketch. Reference should be �' :de to an accurate survey for further information, 10 ;rite 1. la Mean • .'8/ t `1b 30a • . • •■•• • .�c C oe or i te. • INLAND PACIFIC ENGINEERING - TRANSMITTAL 707 W. 7th Avenue, Suite 200 Spokane, WA 99204 (509)458 -6840 Fax: (509)458 -6844 TO: tt_ Co. at. orP-tc. -C. ATTENTION frg, Description © Blueline Prints 0 Copy of Letter El Original Drawing o Contract Documents El Work Authorization El Report No. Copies Description 1 Zoe Lor' 1 — 1 0L1L I ' 2coig Lcir 'flat - Lor Purpose El Information EJ Review & Comments El Per Your Request E Written Approval El Signature & Return Remarks ,.� - t = ; op t '* vO r, 1 ` Ot.tCsfc..ls o� c�- �rr.rr2�r3 r��Y95C hairs ni ti • Signed. ,ri44v�t2 DATE: "/-115 /'i'' -t. PROJECT #: { rh9x /GS _�ivcC 93 0C PROJECT $TAME: titocts 1 NOV 7 1994 arunnl%L t,uunn tru ri tttt 1 TO: SR! c .e5-)1(JEEcs ATTENTION: B► LL IJC-1 S Description Blueline Prints 0 Original Drawing 0 Work Authorization No. Copies 2 - 2oA 1DeFaiis 4r L . a T 1 1 PS L. l& (rrr' 1 13L. z - smut s Purpose o Information P1 Written Approval Remarks INLAND PACIFIC ENGINEERING COMPANY 707 W. 7th Avenue, Suite 200 Spokane, WA 99204 (509)458 -6840 Fax: (509)458 -6844 0 Copy of Letter O Contract Documents fl Report Description 1 Signed 5;;)Qr...- "ABLY Review & Comments P1 Signature & Return DATE: P1 P1 I.P.E. PROJECT #: • 1 LOS PROJECT NAME: . 'er Your Request 0 1 Nu m/ n 7 icica 1 1 SPOitt1NE COUNTY ENGINEER INLAND PACIFIC ENGINEERING - TRANSMITTAL 707 W. 7th Avenue, Suite 200 Spokane, WA 99204 (509)458 -6840 Fax: (509)458 -6844 TO:Sapv.. ,jg Co . Drr cc. V l tO2-_c 4A,c , t \J-1,A.992_c0O ATTENTION: 'go_ 1 46's. Description Far lueline Prints P opy of Letter Original Drawing 0 Contract Documents 0 CI Work Authorization n Purpose C Information 1 written Approval Remarks r•�rwr1_. Signed � -e-c -42)- :DATE: :..... v 25 /94.. :PROJECT #f 931cn' • PROJECT N; iE• . ' �� S " A XI 0 No. Copies Description / c r sgtjl A&tbInt.42 M - , • SFDra ,a 'rc.aS AZ/JJTS O Review & Comments O Per Your Request S gnature & Return bra? crfx AO_ , A/ 1 0. ' _s F CT - SA_ e-41-1.4 eYSr/at-IS • I RFCFWFf 1 0CI 2 J 1964 1 1 SPOKANE COUNTY ENGINEER INLAND PACIFIC ENGINEERING . TRANSMITTAL 707 W. 7th Ave., Suite 200 Spo'ane, Wa 99204 (509)458 -6840 Fax (509)458 -6844 Letter n Fax TO: Spokane County Engineer's Office ATTENTION: Dave Berto (7 /G PROJECT: DHAENENS SQUAR RE 1719 We are sending (x) enclosed () under separate cover copies of the following: Description ❑ Blueline Prints fl Original Drawing ❑ Work Authorization No. Copies 1 Remarks Sincerely, By: NA � & Billie Jo arling ❑ Copy of Letter n Contract Documents n Report Description Fi1Pd Ar+irl INLAND PACIFIC ENGINEERING COMPANY, INC. Requested Action ❑ Information n Review & Comments n Distribution n Written Approval n Signature & Return n n DATE: 8_12 -94 FAX No.: IPE Proj. No.: G 11 OS nfi iTnrnrpnra +inn RECEIVED AUG 1 5 1994 SPOKANE COUNTY ENGINEER Note: If any of the copies are illegible or you do not receive number of pages including this page please contact us immediately at (509) 458 -6840. INLAND PACIFIC ENGINEERING . TRANSMITTAL 707 W. 7th Ave., Suite 200 Spokane, Wa 99204 (509)458 -6840 Fax (509)458 -6844 Letter n Fax TO: Spokane County Engineer's Office rATTENTION: DaVe =Ber - tom PROJECT: PE- 1716 -93 (Dhaenens Square Phase I) We are sending (x) enclosed () under separate cover copies of the following: Description ❑ Blueline Prints ❑ Original Drawing ❑ Work Authorization No. Copies 1 Requested Action ta ❑ Written Approval Remarks Sincerely, INLAND PACIFIC ENGINEERING COMPANY, INC. By: Information Dave - I am still waiting for the information I will revise the Plat Billie ❑ Copy of Letter (l Contract Documents ❑ Report Description Updated Plat Certificate rartifirato of Tnrnrpnratinn ❑ Review & Comments ❑ Signature & Return Sp ling / o DATE: 10/7/94 FAX No.: IPE Proj. No.: Distribution RECEIVED I QCT 1 210°4 SYQMnt buur i t tt'GmttK Drainage Language. As soon as I receive2this Document and submit all other documents. Note: If any of the copies are illegible or you do not receive number of pages including this page please contact us immediately at (509) 458 -6840. INLAND PACIFIC ENGINEERING . TRANSMITTAL 707 W. 7th Ave., Suite 200 Spokane, Wa 99204 (509) 458 -6840 Fax (509) 458 -6844 Letter ❑ Fax ❑ TO: Spokane County Engineer's Office DATE: 9/26/94 ATTENTION: Dave Berto FAX No.: PROJECT: PE 1716 -93 (Dhaenens Square, Phase I) IPE Proj. No.: 93105. We are sending () enclosed () under separate cover copies of the following: Description ❑ Blueline Prints ❑ Original Drawing ❑ Work Authorization No. Copies 1 Requested Action ❑ Information ❑ Written Approval Remarks Dave - I added the second drainagez.easement ani corrected the incorrect bearing. This should take care of the problem. Thanks. Sincerely, Note: If any of the copies are 1 RECEIVED e g ible or you do not receive INLAND PACIFIC ENGINEERING COMPANY, INC. 1 number of pages including SEP 2 7 1994this!page please contact us immediately at (509) 458 -6840. By: ! , mum!: rnINIY ENGINEER p o Spading ❑ Copy of Letter ❑ Contract Documents ❑ Report Description Revised Copy of Revised Temo_ Turnaround Easement and Drainage Easements ❑ Signature & Return ❑ Review & Comments ❑ Distribution Revised Legal Descriptions Bruce Howard Inland Pacific Engineering, Inc. 707 West 7th suite 200 Spokane, Wa. 99204 Dear Mr. Howard, The Spokane Valley Fire Department's requirements for Dhaenens Square, Phase 1 (PE- 1716 -93) have been met. KM /bd SPOKANE VALLEY FIRE DEPARTMENT _ Spokane County Fire Protection District Na • 1 EAST 10319 SPRAGUE AVE • SPOKANE, WA 99206 • (509) 928 -1700 • FAX (509) 927 -2227 Rod Tedrow Chlet June 28, 1994 Sincerely, Kevin 'Miller Inspector JUN 291994 I.R.E.C. i INLAND PACIFIC ENGINEERING . TRANSMITTAL 707 W. 7th Ave., Suite 2® Spokane, Wa 99204 (509) 458 -6840 Fax (509) 458 -6844 Letter ❑ Fax ❑ TO: Spokane County Engineering Office DATE: ' R9 2229411' ,,,, cr a SEP 2 3 1994 ATTENTION: Mi Nicholson PROJECT: PE 1716 -93 (Dhaenens Square Phase I) We are sending ( enclosed () under separate cover copies of the following: Description Blueline Prints ❑ Copy of Letter ❑ El Original Drawing n Contract Documents ❑ ❑ Work Authorization ❑ Report ❑ No. Copies Description 2 Proposed Landscape Plan Requested Action ❑ Information ❑ Written Approval Remarks Sincerely, ® Review & Comments ❑ Signature & Return INLAND PACIFIC ENGINEERING COMPANY, INC. ❑ Distribution FAX No.: _ nnuury rwaNFER IPE Proj.INo : 93105 Note: If any of the copies are illegible or you do not receive number of pages including ` this page please contact us immediately at (509) 458 -6840. By �I ►1�+ / Billie J.rl ceN September 1, 1994 W.O. #93105 Spokane County Office of The County Engineer 1026 W. Broadway Spokane, Washington 99260 -0170 i r INLAND PACIFIC ENGINEERING, INC. Attn: Ed Parry Jr., P.E. RE: Dhaenen's Square P.U.D. Phase I (Street and Stofm Drainage) Dear Ed: As we had discussed a few weeks ago, the sidewalk and '208' pond along 16th Avenue needed to be changed due to concerns of the public at the time of Preliminary Plat approval. The issue of the large Blue Spruce trees was not brought to my attention until this point. The Landscape Architect, Environment West, has come up with a plan to save the majority of the trees. We have moved the sidewalk to the north as much as possible to avoid disturbing the trees and root systems. We have also changed the '208' ponds to accommodate the trees as well. At this time we would like to submit the revised street plans, drainage details, and drainage calculations for your review. I have included two copies of each plan that has been changed for the above referenced project. Please find two copies of the following revised drainage calculations: 1. Basin "A" - Bowstring Calculation 2. Basin "K" - Bowstring Calculation 3. '208' Pond Calculation Sheet 4. Curb Drop Calculations 5. '208' Volume Calculations 6. Basin "K" - Stormwater Disposal Please find two copies of the revised street plan and profile sheets, and detail sheets: 1. 16th Avenue (1 of 6) • 2. Pond Detail Sheet (5 of 6) R F °'° p v E D 3. Details (6 of 6) SF'P 0 2 1994 �ojel ;k:: ;te ' +GINEER Spokane, Washington 99204 509- 458 -6840 FAX: 509- 458 -6844 Bruce A. Howard E.I.T. BAH:wp enc. Irr INLAND PACIFIC ENGINEERING, INC. Please review and comment on the new information we have provided. If you have any question or comments, please feel free to contact me at our office at 458 -6840. Sony for any inconvenience, if there is anything I can help you with, please let me know. Sincerely, INLAND PACIFIC ENGINEERING COMPANY 707 West 7th • Suite 200 Spokane, Washington 99204 509- 458 -6840 FAX: 509- 458 -6844 INLAND PACIFIC ENGINEERING . TRANSMITTAL 707 W.7th Ave., Suite 200 Spokane, Wa 99204 ( 509) 458 -6340 Fax (509)458 -6844 Letter [ Fax TO: C .�Y -tauE Co .16,. O s DATE: gkiew ATTENTION: a ? T>z. FAX No.: PROJECT: 'C y, t E m t IPE Proj. No.: eBlot We are sending (.inclosed () under separate cover copies of the following: Description Blueline Prints Original Drawing Work Authorization No. Copies Sete-, 'I Sr_T I c-ln -twPS_ ' /4ffloy( b EIE.n/ [IM7DAZ / Apr Oterea ,49Peavrk c.erra... C t emd:N sr ) Requested Action Information 'Review & Comments Distribution Written Approval I 1 Signature & Return Remarks 6 - i- atfresir 7Ster d 4• -. . 1a • ee/b / r =4:5. f 4 �s cas 'cna ,.S at ei°- tt. a • n4 - e E ..cer d C..fy4. -, Se s Pt/sta./ /S eat./ nistr aO,rr Cep .4.4 Fa AI/Qow/i1.1 ..n Sincerely, INLAND PACIFIC ENGINEERING COMPANY, INC. II Copy of Letter Contract Documents Report Description / AC, Alure is — Agete.141%. 0 46 = Idea T/ n K " Z - Atucr ae rs. ! /hfrA/f"la a. c -e gent 7,180 44' 9t54.f' Note: If any of the copies are illegible or you do not recoive numbe - a a es a n�I G �i h . 'r = r$'' this page pleasetktact immediately at ( • 09) � 4� L 8 .684.0. SPOKANE COUNTY ENGINEER 5- ROAD NAME Avalon Lane NAME OF PLAT Dhaenens Square Phase I ADDRESS OF BLDG NAME OF BLDG PROJECT FEDERAL/STATE PROJECT # ROAD WIDTH ROAD SURFACE AVG. DAILY TRAFFIC Current Traffic Count Design Year Traffic Count PROJECT DESCRIPTION The proposal is to subdivide 13 acres into 72 lots for single family residences and 3 tracts which will be used for neighborhood narks and open space. PROPOSED DESIGN DEVIATION The proposed deviation to add the intersection of Avalon Lane to 16th Avenue at a distance of 227.82' to the west of Maurer Road, instead of the required 300' separation for maior arterials. (See attached map) JUSTIFICATION: The iustification for this design deviation is to keep the distinction between public roads and private roads. If the private road (Avalon Lane) were to be aligned with Ramer Road, the traffic flow would be channeled into the P.U.D. and private roads. This is a situation the County and developer both want to avoid. The exact distance between the two intersections will be 227.82'. There is no alternate entry location off of 16th Avenue which meets the 300' intersection separation criteria and provides access which promotes circulation throughout the plat. REQUEST FOR DESIGN DEVIATION $30.00 EXISTING CONDITIONS: SUBMIIIED BY Richard L. Mason, Inland Pacific Engineering Co. DATE June 10, 1994 ADDRESS 707 W. 7th Avenue, Suite 200, Spokane, WA ZIP CODE 99204 PHONE # (509 1 458 -6840 ADMINISTRATIVE VARIANCE FEE OF $30.00 PAID TO SPOKANE COUNTY iL7: C�3� R OT BE REVIEWED WITHOUT FUNDS - CASH/CHECK I # RECEIVED BY it Na7e - (1-W >it1" k \n\Mcsi¢n.dn8I93 No existine road N/A DATE June 9. 1994 CRP/RID # Plat # PE- 1716 -93 BLDG# B9 S 22 T 25N R 44E W.I PROJECT LIMITS PROPOSED IMPROVEMENTS: Addition of private road A.C.P. DATE /T C cute l f STAFF RECOMMENDATIONS Approved Approved w /conditions Yr) ( ) proved Approved w /conditions () Approved Approved w /conditions ( ) SPOKANE COUNTY ENGINEER'S DETERMINATION: Approved w /no conditions ( 3N3 Not Approved () Not Approved () Not Approved ( ) DESIGN DEVIATION "t EecontntErw APORoditt. 4s Ot?C. fi•flt1tto rt.o7E Mewl PAT Mtng_ Approved Approved w /conditions Not Approved __�� / ( ) ( ) �1 Project Manager A PP(nv6t ssS P2a PoCEI7 . Approved as recommended above Not Approved • so— Planning & Traffic Engineer Spokane County Engineer c€-2tf - Date z.7 -91. Date C/c fy Pro'ect Management Engineer Date Operations Engineer Date rc Date EAST 10319 SPRAGUE AVE • SPOKANE, WA 99206 • (509) 928 -1700 • FAX (509) 927 -2227 Bruce Howard Inland Pacific Engineering, Inc. 707 West 7th suite 200 Spokane, Wa. 99204 Dear Mr. Howard, SPOKANE VALLEY FIRE DEPARTMENT Spokane County Fire Protection District No. 1 Rod Tedrow Chief June 28, 1994 The Spokane Valley Fire Department's requirements for Dhaenens Square, Phase 1 (PE- 1716 -93) have been met. Sincerely, 2 KM /bd Kevin 'Miller Inspector RFr'rRlIFD JUN 2 91994 I.R.E.C. i Mr. Bruce A. Howard Inland Pacific Engineering Company W. 707 7th Avenue, Suite 200 Spokane, Washington 99204 Dear Mr. Howard: DEP:sa HCI Howard Consultants, Inc. Consulting Geotechnical Engineers & Geologists N 2128 fines Road, Suite 5N, Spokane, WA 99206 509 -891 -1904 Fax 509 -891 -2012 June 23, 1994 Project No. S0340 -0110 RE: LETTER Subgrade "R" -Value Dhaenen's Square Spokane County, Washington If you have any questions regarding this letter, please call. W. Mark Storey, P.E. Senior Engineer In accordance with your request, we have performed an "R" -value test of the subgrade soils at Dhaenen's Square. Attached is a copy of the lab form graphical plot. The testing was performed in accordance with AASHTO T -190 guidelines. The sample was obtained by HCI personnel 110 feet west of Mamer Road 25 feet north of the center line of 16th Avenue at a depth of 6 to 12 inches below the existing ground surface The resulting "R" -value was determined to be 72. This correlates to a WSDOT "R" - value of 70. Sincerely, HOWARD ONSUJCIANTS, INC. RreFWED JUN 2 4 1994 LP.E.C. w r r >. m w 1- Q ME it ti ME ®® 'sl s ME ii mm o timmoin ® ® ® ®; = iihEMEMMEEEEMME ®® ®®®®®®®®®®®® MMEEMEMEMEEMMEEM ®®®®®®®®®®®® 4 zc 8( SPECIMEN EXUDATION PRESSURE. PSI EXPANSION DIAL (.0001 ") EXPANSION PRESSURE. PSF RESISTANCE VALUE. R MOISTURE AT TEST DRY DENSITY AT TEST, PCF R VALUE ® 300 PSI EXUDATION PRESSURE R VALUE BY EXPANSION PRESSURE (Tin ) € €fl €i 's iairaa RESISTANCE VALUE 1.4 1. . 18 A 462 0 0 83 8.4 131 ...............:. . 8 183 0 D 74 9.2 129 1 131 72 2.4 2.6 EXUDATION PRESSURE — PSI 600 503 400 300 200 100. 0 S7D 1:::: :::1 24 COVER TINCXNESS 3Y EXPANSION PRESSURE — 1. HOWARD CONSULTANTS, INC. Dhaene's Square Semple Description: Brown r, C 342 0 0 73 8.8 3.0 PLATE lEE 50 40 ,r 30 : E: 20 3.6 0 HCI 44 Howard Consultants, Inc. s June 7,1994 Dear Sirs: Sincerely, Kevin M. Wells General Manager WATER & POWER Spokane County Planning Department 1026 W. Broadway Spokane, WA 99260 Re: PE- 1716 -93, Final Plat, Dhaenens Square Phase I The revised utility easements on 15th Lane, as shown on the proposed final plat map are acceptable for Vera Water and Power to provide water and electric service. If you have any further questions, please call. VERA WATER & POWER 601 N. Evergreen Road P.O. Box 630 Veradale, WA 99037 -0630 (509) 924 - 3800 RFn' JVED JUN - 81994 I.P.E C. CC: Brock Materne, Inland Pacific Engineering Co., 707 W. 7th, Suite 200, Spokane, WA 99204 June 9,1994 Brock Materne Inland Pacific Engineering 707 W. 7th. Ave. Suite 200 Spokane, WA 99204 RE: Dhaenens Square Phase I Dear Brock; In regards to the above referenced plat. Please be advised that The Washington Water Power Company requires no easements other than those shown and platted thereon. The change from a 15' utility strip easement to a 10' utility strip easement on Lot 1 of Block 3 and 4 is adequate for our needs. Thank you for advising us of this change and allowing us to review the changed plat. If I can be of further assistance, please contact me at 482 -8536. Thank You. Sincerely, (1.04b—\■0 Patricia Fuher Administrative Assistant Real Estate enclosure Copy to: Spokane County Planning Department Washington Water Power RFfrnu,Fo JUN 100 }� 1 1 99 94 4 JUL D 7 1994 SPOKANE COUNTY ENGINEER The Washinpwn Winer Power Com pany P 0 Box 3727 SpoAane, Washington 99220 1609441i5.r05011- SERVING EAS1 ERN WASHING ION AND NOBI HEN I0A110 W111110.ECTRICI I Y AND NA I I11 {AL GAS INLAND PACIFIC ENGINEERING . TRANSMITTAL 707 W. 7th Ave., Suite 2W Spokane, Wa 99204 (509) 458 -6840 Fax (509) 458 -6844 Letter Fax TO: SF -nsJC ,.• ATTENTION: � t t_ 1, "y r w.l PROJECT: DitncMs.ts 1 We are sending (nclosed () under separate cover copies of the following: Description ri Prints Cop of Letter Original Drawing n Contract Documents Work Authorization +'Report II Requested Action Written Approval n Signature & Return Remarks Sincerely, SPOKANE COUNTY ENGINEER INLAND PACIFIC ENGINEERING COMPANY, INC. By `C e p4 D n AFr,FJVFD P7AK L 6 n C No. Copies Description I S7�>e Ems rrj.4 C (to of L.sA 4-eisiss It nv r-r �n dims u/T n DATE: f Information Review & Comments 1 Distribution ✓✓/iwr? G'r1�1's'SS. / 34s kg FAX No.: IPE Proj. No.: ci3tcc ice' c - iii _, WSJ.] Cl,.] riffs I�i-w -'../s w n IZszr e- s€1" r�4t 7b ,.■iS Y « t444 D(-4 a rel7._JD 't "_vAtclC rLt�t✓� 17r� 'TTL�TS 24..4 Ai 7 J _ \.lJl L& _ C-#4c - n1/4-16 v4 r..L/ DyW '7t Cb J Gl tan-L 'TZ S . Note: If any of the copies are illegible or you do not receive number of pages including this page please contact us immediately at (509) 458 -6840. S P O K A N E PLANNING DEPARTMENT TO: MEMORANDUM C O U N T Y WALLIS D. HUBBARD, DIRECTOR Division of Engineering and Roads Division of Utilities Department of Buildings Spokane County Health District Spokane County Parks and Recreation Fire Protection District No. 1 Vera Water and Power' Central Valley School District FROM: Mike Nicholson, Planner I DATE: March 8, 1994 SUBJECT: Review of Final Plat PE- 1716 -93 DHAENENS SQUARE, PHASE I Enclosed find copies of the above referenced final plat. Please review and forward any comments by March 22, 1994. If you have any questions you may contact Mike Nicholson at 456 -2205. Thank you. CEIVED MAR 0 8 1934 SPCKANE COUNTY ENGINEE1 sam Enclosure c: Brock Materne, Inland Pacific Engineering, 707 West 7th, Suite 200, Spokane, WA 99204 WEST1026 BROADWAY AVENUE • SPOKANE, WASHINGTON 99260 -0240 • (509) 456 -2205 February 18, 1994 Mr. Dave Berto Spokane County Engineer's Office West 1026 Broadway Spokane, Washington 99260 Dear Dave: RE: Dhaenens Square, Phase I PE- 1716 -93 Enclosed for review for final approval, are two copies, of the referenced draft final plat. The enclosed check for $100 is the plat check fee. Enclosed also is a copy of the plat certificate and a signed Priority Fee Agreement. Please call if you have any questions. Thank you. Sincerely, INLAND PACIFIC ENGINEERING CO. Brock R. Materne BRM /wp Enc. I I INLAND PACIFIC ENGINEERING, INC. 707 West 7th • Suite 200 Spokane, Washington 99204 509- 458 -6840 FAX: 509- 458 -6844 FEB 1g1994 SPOT Gouty? ENG!NEEB i re Inland Pacific Engineering Wost 707 7th. Suite 200 Sookane. Washinaton 99204 P . 02 MEMO ❑ PROJECT xn X <l CALC. ❑ JOB NO. S'iibs SHEET! OF MEETING ❑ BY '' DATE “DA/9`i ("mum) PK 1a1 /(-h rutrn RV nATt INLAND PACIFIC ENGINEERING CO. 707 West 7th Ave., Suite 200 Spokane, WA 99204 Telephone - (509) 458 -6840 FAX - (509) 458 -6844 NOTES: DATE: /Dis,4 Sc 3"7- 3€1?-$ FAX NUMBER: • FROM: 2- NUMBER OF PAGES: INCL. COVER PAGE • N iSoaf s,61ct cO E . ncsr 7• .nl ab.77/ C rw»CEs j n . .a -r . c- rizn /r6 Y-6CS/f I.a./ tfrc ref /4J/\ .t+,».> z[Gn at A &wen 7/»44O 't b Sr 71!,4s 1p cite,. ter Ade r i.bu1 eF evese4 ,,e,,..,• osier epug.sr,DAA • / /1,4:.s. 93/pf JOB NUMBER 40+e-a! iT FAX TRANSMISSION • P. 01 SIGHT DISTANCE EASEMENT � s'JA-1 _ ` 4 Sight distance easements as platted and shown hereon, are hereby granted to Spokane County and its authorized agents, and the Public, for the sole purpose of allowing a clear view sight distance triangle over and across the easements. The owners of said lots agree not to obstruct or in any manner allow any obstacle to block this clear view triangle between a height of three (3) feet and a height of seven (7) feet above the road pavement elevation adjacent to said lots. Spokane County and its authorized agents are hereby granted the right of ingress and egress to, over and from said easements for the purpose of inspection and emergency maintenance of the sight distance area. If the property owner fails to maintain the sight distance area in reasonable conformance with the approved plans on file in the office of the Spokane County Engineer, a notice will be given to the property owner. If not corrected after ten (10) days, Spokane County has the right to correct the maintenance failure or have it corrected. All costs involved will be charged to the property owner. N m a r1 18' DRIVEWAY (TYPICAL) C/L ALLEY ' OF ASPHALT C/L DITCH PROPOSED DRIVEWAY _ ,T' _ � _ 9 ' _p FT - NTS Q ALLEY —2" ACP 4" C.S.T.C. SWALE TO BE CUT OFF BY CONSTRUCTION - 144 is- OF 18' DRIVEWAY. ONE (1) PER LOT SWALE DAM DETAIL INLAND PACIFIC ENGINEERING CO. 707 West 7th Ave., Suite 200 Spokane, WA 99204 Telephone - (509) 458 -6840 FAX - (509) 458 -6844 NOTES: niene DATE: ` Sc. 4 - fritatinsi 11 46riC. TO: COMPANY: 32x1 El FAX NUMBER: 1! I�Ln tC 4) FROM: /IA hv Z • NUMBER OF PAGES: INCL. COVER PAGE C' ?-43%J 1es,t1/4.1 - r*i', t' mi L. (.0 1TV- r z-OE 1 .-Gpr ,* ti:7 nyt Csetn1OO Y5 ,t, 'Pt".zr - r - tM -I S 7t.> dr' -rt 9ri2- ,44' »P. P. 01 S s cis" JOB NUMBER c )LIeLf.4 ac. mart^ s .. r .erns KJLLC?L _ vli� FAX TRANSMISSION 1 File name is 1716V1.COR Air FILE NAME: 1716V1.COR DATE: 5/31/1994 VERTICAL CURVE Station Elevation PI Station 1100.00 V PI Elevation 2075.00 Entry Grade - 2.00000% Exit Grade 0.80000°% Length 50.00 PC 10 +75.00 10 +80.00 10 +90.00 11 +00.00 11 +10.00 11 +20.00 PT 11 +25.00 /Low point 44 11 +10.71 11 +17.00 File name is 1716V2.COR FILE NAME: 1716V2.COR DATE: 5/31/1994 VERTICAL CURVE Station Elevation PI Station PI Elevation Entry Grade Exit Grade - Length PC 12 +25.00 12 +30.00 12 +40.00 12 +50.00 12 +60.00 12 +70.00 PT 12 +75.00 2075.50 2075.41 2075.26 2075.17 2075.14 2075.17 2075.20 is: 2075.14 2075.15 1250.00 2076.20 /dyp4 0.80000% 1.000000 50.00 2076.00 2076.04 2076.08 2076.09 2076.06 2076.00 2075.95 High /-ew point is: tre 12 +47.22 2076.09 VERTICAL CURVE Station Elevation PI Station PI Elevation Entry Grade - Exit Grade ✓ It & Ott- 1 -1- 1 File name is 1716V3.COR FILE NAME: 1716V3.COR DATE: 5/31/1994 1060.00 tr4 PT 2074.96# 2.00000 °% 1.190000 GI Ili . (0-1- - j5, (¢ 104-(00 Length PC 10 +10.00 10 +25.00 10 +50.00 10 +75.00 11 +00.00 PT 11 +10.00 High /Low point is: / 10 +72.70 2075.33 10445,a0 10 +35.00 2075.56 File name is 1716V4.COR FILE NAME: 1716V4.COR DATE: 5/31/1994 VERTICAL CURVE Station Elevation PI Station 1350.00 PI Elevation 2078.41 Entry Grade 1.190001 Exit Grade - 1.65000 Length 100.00 PC 13 +00.00 13 +25.00 13 +50.00 13 +75.00 PT 14 +00.00 100.00 2075.96 2075.70 2075.42 2075.33 2075.45 2075.55 2077.81 2078.02 2078.05 2077.91 2077.58 High /Low point is: 13 +41.90 2078.06 File name is 1716V5.COR FILE NAME: 1716V5.COR DATE: 5/31/1994 VERTICAL CURVE Station Elevation PI Station 1185.00 PI Elevation 2075.79 Entry Grade - 0.800000 Exit Grade 0.80000 Length 50.00 PC 11 +60.00 11 +70.00 11 +80.00 11 +90.00 12 +00.00 PT 12 +10.00 2075.99 2075.93 2075.89 2075.89 2075.93 2075.99 High /Low point is: 11 +85.00 2075.89 File name is 1716V3CL.COR FILE NAME: 1716V3CL.COR DATE: 5/31/1994 VERTICAL CURVE Station Elevation PI Station PI Elevation Entry Grade - Exit Grade Length PC 10 +10.00 10 +25.00 10 +50.00 10 +75.00 11 +00.00 PT 11 +10.00 10 +15.00 10 +60.00 1060.00 2075.14 2.00000% 1.19000% 100.00 2076.14 2075.88 2075.60 2075.51 2075.63 2075.73 kirish /Low point is: 10 +72.70 2075.51 ✓ 20.7.6-r04 2075.54/ Triangular Channel Analysis & Design Open Channel - Uniform flow Worksheet Name: Comment: ditch from K3 to K4 Solve For Depth Given Input Data: Left Side Slope Right Side Slope Manning's n Channel Slope Discharge 3.00:1 (H:V) 3.00:1 (H:V) 0.030 0.0547 ft /ft 1.91 cfs Computed Results: Depth 0.41 ft Velocity 3.86 fps Flow Area 0.49 sf Flow Top Width 2.44 ft Wetted Perimeter 2.57 ft Critical Depth 0.48 ft Critical Slope 0.0227 ft /ft Froude Number 1.51 (flow is Supercritical) Open Channel Flow Module, Version 3.21 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 P« �� &AA e � gz31 g44-d- 3t4/ F Z63 G 315 i 8 T 3 k ztez • lam( 0:5 g r? / > C 8 3g76 / e3 ' 717 ,l @ -' ,Z5 - o7 a, /5 ,,63 L go31 ,21 o,5 ,3/ ,(.v C.It . CoG d,5e3PD /-60 e„9 ,7& ,32 0. (5 ,5$ 3.s 3Z(z) fs14-7 . 20 e 5 ,32. .12 e ,' 6 e not) efit,i .21 a.1 ,22 .vle.l3• 67 Caig ,35 1c 4 d X icV7t 4 -33 k3Zoo /;23c4 ,36 ,13 e.,47„ �3 f ,L ✓ 2 r I 5 too (262 4/ ,l/ @, 75 41 1, 4- A •I x 3) • l( r 2- 49 / ,3( ,l5 4 x tom z5c •5 ,fit 5eo 6.t5 , 3d , )( (Ot3Z0) Gdt'bz (,4oe.7 . 1,5'8 .5 et 15 . 6s I , x OS 3 keea! h 4,--b rll Pig /vMC) . . .104 # urAL7 '33 2 ... a-1;1 va , t71,9 4 /D-(35 35 wt 04 it Tip C 10- 5 u ``^- v& /)`s f it /,r3S on d-to VG 1,n! fint 4 1 id 44/ t z , pm- Oat a/4 •9 Ata LE4Astit FE t z , c c iviva,�iM.yo i 5 x ,25 10145 14 he a, Or 94 P r ^^ 2a d nom l ow a ,2424, /0 Ca �„ � ; Aisi MA egg Rra /Laud lord l(nt _r6 w d /- 3 G 2 Z, 1", 4 r ±, d2 *) C ` • to 5�ec - Soh j coavd rlor 4✓, *L. r. e triv itsb ,73 (944 4 Ltd X0. 67' // 1°5 si ZEE A Gar 5 s . g I t, 33 u4 ' f . 4 - iwtt. cctfrvt, T(wy /'T/ .LL✓s pg - f lay nit If 44 4 4-.•m. 2rn1 r (LAI .. - - , A aut 9� 3 ✓�icl ! /go 1(9 13 224 261- r10 ( 3 /2 !26 217/G /Sr • I a S/' p 1405/ill an- (G✓ Svc 0444/ # l kraut t-Adike6,4d0 eforef ks 2 -vim • 507 dW __ pip,% • ,crl , w a C./ i7ct p oo, - An - - /uz 4 7 sr o ` audit% IA. a) atAjor titatAle /' LL o /d L' ( ' @ NE' S ? s de A,q1? I'RIA16 p got , 7� 1 SZ set; 7 plan! likti141 /t1 �. 7177‘0. XT goo Cv>nl 1t22 - f 6v1, • tiliat wits �C3 /14‘ mss` 2075 x! =, 2 dd.? k /Of(o /az 0-35 v 1/04- 1,19 -1 7,1,6175 Pat A l P .7 LN 4 4.t AT AL, t /sue /Mawr 144 - 4 iil tit 17 ho5,15 cal ai/priJA P. I. Station : 11 +00.000 Leading Grade : -2.00 VERTICAL CURVE P. I. Elevation : 75.00 Trailing Grade 0.80 Length : 50 Station Elevation Grade Descr 10 +39.000 76.58 -4.02 SPEC 10 +44.000 76.39 -3.74 SPEC 10 +70.000 75.61 -2.28 SPEC 10 +75.000 75.50 -2.00 BVC 10 +80.000 75.41 -1.72 POVC 10 +85.000 75.33 -1.44 POVC 10 +90.000 75.26 -1.16 POVC 10 +95.000 75.21 -0.88 POVC 10 +95.000 75.21 -0.88 SPEC 11 +00.000 75.18 -0.60 POVC 11+05.000 75.15 -0.32 POVC 11 +10.000 75.14 -0.04 POVC 11 +10.714 75.14 0.00 HI /LO 11+12.000 75.14 0.07 SPEC 11 +15.000 75.15 0.24 POVC 11 +17.000 75.15 0.35 SPEC 11 +20.000 75.17 0.52 POVC 11 +25.000 75.20 0.80 EVC Stopping sight distance: 257 ft Desired Speed 35 mph Minimum Speed 38 mph Minimum Length 115 ft PROJECT: TIVR4INS 1,41,0Q6 1 .U.i 3 . tl�r PROJECT SPONSOR: MU SA PROJECT ENGINEER (Road & Drainage Plans) PROJECT SURVEYOR (Plat) YES NO N/A -4 SUBMITTAL CHECKLIST PROJECT # REVIEW # REVIEWER: t'maN DATE: 31 May 94 TEL # TEL # ( 6 TEL # GENERAL ITEMS 1. The $100.00 fee for plat review has been paid to Spokane County for this submittal 2. An agreement to pay fees has been submitted to Development Engineering Services 3. The fee agreement has been signed by the project owner or a principal of the developer's firm. If signed by an agent of the owner, written authorization from the owner is attached to the fee agreement 4. Review fee account is current (no invoices over 30 days outstanding) 5. I have noted the plans in, plans out dates on the pink sheet in the file 6. If the project is a mobile home park, were the plans reviewed by Planning? 41 7. 2 copies of the plans were submitted 8. 2 copies of the calculations were submitted 9. The plans are on 24" x 36" sheets GENERAL ITEMS (cont'd) t/ 10. The calculations are bound together 11. The plans and calculations are stamped and signed by a Professional Engineer tiaaleh ii SsaKi3 „ W' ckliotv3.0 /Aug93 12. The developer has signed and approved the road and drainage plans 13. Are there any conflicts between the proposed drainfields and any drainage ditches on the plat 14. Bowstring calculations by developer are in the file for this review. 15. Vertical curve stopping sight distance calculations by developer are in file for this review 16. Horizontal & vertical alignment sight distance calculations by developer are in file for this review 17. The engineer /developer has provided evidence of coordination with the electric utility servicing the project — 18a. The file contains a Spokane County Section Map 1Sb. The file contains a Spokane County Assessors's Map 18c. The file contains an aerial photo of the proposed project area 18d. The file contains a corrected preliminary of the final plat map 19. The project is located in urban boundary area 20. The project is located in the Aquifer Sensitive Area 21. The project plan name matches the plat name 22. Is the entire project located outside of an identified Flood Plain Area? 23. Is the entire project is located outside of an identified Stormwater Management Problem Area? 2 GENERAL ITEMS (cont'd) 24. List any design deviation requests and their status: JahmcngzWb IES Del Pet 10 91114 GtDl&S aJ PuO X' - ,¢P J loc fir- a Ad WTI{ 7J1 eI /lcP 2' c.) - /SOP id J* h /,G✓ . /ice« v4 r 6 uet a 25. Locate the Findings and Order for the project and list any unusu 1 conditions: Rioweeto' tnuyi.,t o . 1IeBuMt= 4• /244 /L i lierAG9 _ ! a , - 9 t 6 44' T !¢' W W 16' F r Arc *2. h or del S. w tc /cw‘ ` at44 1441 itz G ar Att y , 1 I — Nargi & tr•tx57 Y �XZt /Aa 6 Dnn17sGt tiers 7# ICE',/mss X A•67 . % 7 l � • 4 iv 24' K (d - A 4 ! c A m n e t m L ti 144" 0516,6 2 4 - 4 - 4 0 cklistv3.0 /Aug93 23. Backcheck of previous comments completed 24. All previous comments adequately addressed Of 8444) alge fl*- atrwu6- cu.l mt. sdvoomfealfies - m p ,ealo fde. ,tai 40, 3 cklietv3.0 /Aug93 FIELD REVIEW 1. Field investigation trip made on 2. Report completed and put into file on 3. Are there any existing utilities on the project site? (Overhead power, fire hydrants, etc.) If yes, describe. 4. Are the drainage basins on the ground the same as those that are presented in the drainage report? 5. Are there any drainage channels directed toward property? 6. Are there any drainage channels directing water through the property? 7. Do County roads cut off drainage as per drainage calculations? 8. If there are culverts under county roads, does the flow go away from or toward the project? 9. What kind of ground cover exists? 10. Describe any existing channel conditions: 11. Describe channel cross section: 12. Existing Curb Type: 4 1 eamiall cklistv3.0 /Aug93 ROAD PLANS 1. List any roads that must be designed and constructed on the project. ROAD REQ'D WIDTH DESIGN MIN. /MAX. STOPPING SIGHT MIN. CURVE NAME CLASS. PAVED R/W TERRAIN SPEED GRADE DISTANCE HORIZ. VERT. utor mg 46 {tub{ O a 90 ikhila 4.10 2. Planning conditions require submission of a landscape plan. (NOTE: Usually associated with PUD's) 3 I have checked the landscape plan against the road and storm drainage design and there are the following conflicts: u e f th su - z 4. The following road plans have a bearing on the design of roads for this project and a copy is in the file: 5. I have sent an "R" value and percolation test request to the Npnstruction Section with soils information and a layout of the project. "R" value test request to Designer (date). 5 ROAD PLANS (cont'd) 6. Is the bench mark shown on the plans? / 7. Are stationing equations shown? 8. Is stationing correct (south to north, west to east, reading left to right on the plan)? 9. Are existing utilities shown on the plans (or an information copy of the utility plans submitted)? 10. Are proposed utilities shown on the plans (or an information copy of the utility plans submitted)? 1 V ckliotv3.0 /Aug93 11. Does the note "Any conflicting utilities shall be relocated prior to construction of roads or drainage facilities." appear on the plans? 12. STREET WIDENING 12a. Are curb design sheets provided for widening of existing streets? 12b. Does the curb design conform to Spokane County Standards of section cross slope (Between 2% and 4.5 %) i 12c. Is there a street cross section shown for widening existing streets? 12d. Does the proposed new width match the width required in the Findings and Order? 12e. The cross - section shows: existing R/W _ proposed R/W future setaside 12f. 100' (min.) pavement taper into project is shown (1) There is adequate R/W for the taper to extend from the new paving width to existing pavement. (2) There is inadequate R/W for the taper to extend from the new paving width to existing pavement; taper extends from existing paving to R /W. 12g. Length of pavement taper out of project meets: WS = 60 for design speeds s 40 mph WS for design speeds > 45 mph ft. min. taper length approved by County Traffic Engineer 12h. Transition from end of curb to existing paving is shown (curb should nose down in 12 ") 6 ROAD PLANS 7 cklistv3.0 /Aug93 (cont' d) 12i. 12k. *friolitimativ 12j. Are the curb grades 0.80? 13. 13a. 13b. 13c. A 4" -wide, white painted fogline at 12" from the edge of paving is indicated (tapers or tangents) 13d. The cross - section shows: existing R/W proposed R/W future setaside 7 above the county minimum of If curb grades are below 0.8 has a special note been added which requires a licensed land surveyor to verify that the curb forms are at the correct plan grade prior to construction? ' NEW STREETS Does the proposed alignment meet Spokane County Standards? vertical slopes vertical curve length horizontal curve radius intersection separation 150' on local access 300' on arterials The plans show the typical cross section for streets Does the proposed street width match the Findings and Order? 13e. Does the typical section on the plans meet Spokane County Road Standards? cross slope is shown cross slope is within standards cross slope is correct when checked on profile 13f. Curb type: shown proper type for the road classification meets Spokane County Road Standards for curbs within the public right -of -way consistent with the curb type in the general area 13g. Are the curb grades above the county minimum of 0.8%? ROAD PLANS (cont'd) cklistv3. 0 /Aug93 14a. 13h. If curb grades are below 0.8 %, has a special note been added which requires a licensed land surveyor to verify that the curb forms are at the correct plan grade prior to construction? 14. Has an "R" value test been performed for each soil group? The pavement section is adequate for the R -value and Traffic Index for the road type 15. Locations where water is intended to flow through an inlet or curb cut are at the low point in vertical curve 16. SIGNAGE PLAN 16a. Stop signs are shown for all streets which intersect an arterial (Check with County Traffic Engineer if there is a question) 16b. Street name signs are shown at all intersecting streets 16c. Is there a need for barriers at the end of dead end streets? 16d. Is there a need for other special signing? (Check with the County Traffic Engineer) 17. Has the Fire District approved all proposed private road turnarounds that are substandard according to our Spokane County Road Standards? 18. CURB RETURNS 18a. Are BCR, MCR, and ECR stations /elevations on curb returns shown on the plan? in the profile? 18b. e`he curb return elevations correct? 18c. Is there positive drainage from the road intersection to the MCR? 18d. Curb return radius meets County Standard minimum of 20' (to back of curb for rolled /wedge curbs, J to face for vertical curb face types) 18e. BCR, MCR, and ECR elevations are set to allow drainage from the centerline to the curbline 8 ROAD PLANS (cont'd) 1 Jet cklistv3.0 /Aug93 18f. BCR, MCR, and ECR elevations are set so that the superelevation between the intersection and the curbline is banked properly for right -hand turns into and out of the intersection roads (the road slopes from the intersection down to the flowline) 18f. BCR, MCR, and ECR elevations at intersections without stop sign control are set so that the superelevation between the intersection and the curbline does not exceed: (ref. AASHTO) 10% (flat terrain) 8% (rolling terrain) 6% (mountainous terrain) 19. CUL -DE -SACS 19a. The cul -de -sac grades (top of curb) meet county cul -de -sac standards (1% min.) 19b. The cul -de -sac curb is shown in profile 20. INTERSECTIONS 20a. Do the intersections meet the 2% grade requirements? 20b. Wheelchair ramps are provided at intersections with sidewalks 20c. If there is a change of direction at the wheelchair ramps, are the ramps oriented so that: a 5'x5' pad is provided at the top of the ramp? the required 5'x5' landing zone at the bottom of the ramp is located inside of a line drawn 1' inside a line extended between the curb faces of the adjoining street at intersections? any drainage structures are located outside of the landing zone? 20d. The intersection horizontal sight distance analysis shows that sight triangle encroachment on private property is 2' or less /111 21. Is there a need for slope easements? 1 22. Is there a need for erosion protection? 9 ROAD PLANS (cont'd) ckliotv3.0 /Aug93 23. DRIVEWAYS 23a. Can a driveway slope of S °s or less be maintained between the edge of pavement and the right -of- way? 23b. Can a driveway slope of 12% or less be maintained between the right -of -way and the building setback line? 10 DRAINAGE PLANS 1. Has a plat map been submitted which shows lot dimensions, street widths, etc.? 1 2. Was a map with ✓ contours spot elevations submitted to properly determine drainage basins? 3. Were all existing drainage courses shown? 4. Were all the proposed drainage courses shown? 5. Were Hydrologic calculations submitted for each basin? (Bowstring if area s 10 acres, SCS TR -55 if area > 10 acres) �J Offsite (50 -yr storm / if undeveloped, 10 -yr storm if developed).4it 4 4 frfc G lac. Onsite (10 -yr storm) Q for entire area Q for roads only T ckliotv3.0 /Aug93 INFILTRATION POND Actual pond volume provided DETENTION POND Release to pipe system: contain 50 -yr developed release at 50 -yr pre - developed secondary overflow to pipe in control structure for 100 -yr developed emergency overflow weir for 100 -yr developed sump prior to outlet to control structure 1' min. freeboard grassed sides /floor for publicly- maintained ponds sprinkler system for publicly- maintained ponds Retained on site, no drywell: contain 100 -yr developed emergency overflow for 100 -yr developed 208 SWALES 208 swale floor area, volume requirements 208 swale floor area provided 208 swale volume provided 11 DRAINAGE PLANS (cont'd) Rika cklistv3.0 /Aug93 2. Perc rate from field test is used to develop outflow rate UNDERGROUND GRAVEL GALLERIES 1. .3 void ratio for gravel free space volume is used 3. 10 -yr event volume is contained entirely underground 4. 100 -yr event volume is contained by a combination of underground storage and above ground storage up to 8" depth 5. 100 -yr event volume is contained by a combination of underground storage and above ground storage exceeding 8" depth 5a. Soil mixture is specified for water depth in pond exceeding 8" 6. Entire gallery is wrapped in filter fabric CONVEYANCE Conveyance - CI gutter flow depth is less than gutter height Backwater - pipesCitche) Headwater - culverts Curb curb inlets (fig 16), Sump (fig 17) Grates - sump (fig 15), continuous grade (fig 16) Taal 0 ¥(. , d- t4Wss "-' Riprap - stone gradation, pad dimensions 7. Soils type is "pre- approved" (Garrison, etc.,) fpNiPF for drywells without percolation tests 8. Does the drainage report identify the SCS soil groups for the project area and for the proposed roads to be built in the project area? 9. The drainage design maintains sheet flow patterns in natural watercourses 10. The drainage design maintains existing sheet flow patterns without concentrating flows 12 DRAINAGE PLANS (cont'd) m cklistv3.0 /Aug93 11. Does the entire plat lie outside of designated 100 -year Flood Plain Area? 12. Does the entire plat lie outside of Zone "B" of the designated Flood Plain Area? 13. Is the max. street ponding in any part of a Zone "B" less than 1'? 14. Does the plat contain appropriate language limiting the lowermost opening in a structure located in a Zone "B" to not less than 1' above the lowest road elevation? 15. The drainage concept is compatible with planning commission requirements. 16. The difference between present and future flows 4po0t4j is retained on the site. u� INLETS 1. The inlets shown are within the stream flow. 2. Inlets are shown on the low side of a road or at the low point of a vertical curve 3. Curb type inlets are shown at sags and are properly sized. Perimeter does not include the side of the grate against the curb face (all grate types). Perimeter is divided by 2 for calculations where no curb opening (Type 1) is provided. Area = clear area _ 2 for Type 1 grates) 4. There are no long curves with flat grades which pose a problem. 5. The centerline road stations, offsets, and invert elevations for all inlets are shown on: plans profile. 6. Grate type is shown on the plan and is acceptable. (Spokane County Standard inlets in county ROW, on private property other inlet type may be specified) (Type 1: D -2; Type 2: D -4) /( 7. A detail drawing of the grate /curb installation £M h/) ;)41"( � is shown on the plans and includes the 2" ✓ I depression and transitions as per county standards for grates that are located within county ROW, or referenced to SCRS std. detail D -8 13 DRAINAGE PLANS (cont'd) Genf -1-A4-4 &t .ee° L cklistv3.0 /Aug93 8. A curb cut detail is shown on the plans with the new county back drop with transitions and a 2" depression for curb cuts inside county ROW, or referenced to SCRS std. detail B -15 9. p fray 7�' ,i iv fit k al p PC 71 #41044.4 The plans shows acceptable curb cut details and grate details for installations which lie within private road easements. If inlets are in a gravel road or a dirt ditch a 6' x 6' A.C. apron is shown around the inlet. Catch basin or special manhole details are shown or a .4tandard drawing is specified. Critical low points in the drainage system have been provided with overflow easements. 208 SWALE SYSTEMS Is the swale located outside a future set aside area? See Findings and Order for where setasides are required. 2. The swale bottom and sides have sod or grass turf specified. 3. Swale side slopes do not exceed a 3:1 side slope. (A 2:1 side slope is allowed if swale depth is less than 12" deep. Should only be allowed where constrained by obstacles) 4. If depth of water from bottom to drywell rim is between 6 and 8 inches, soil mixture has been specified which meets Spokane County Guidelines. 5. Drywell is: located within 8 feet of the curb line, or a maintenance access route and easement are provided 6. Drywell stationing is staggered from the inlet by at least 4' 7. Multiple drywells are located more than 30' (center- center) apart 14 DRAINAGE PLANS (cont'd) 8. Soil type is appropriate for drywells (perc rate z 72 " /hr) if not: 8a. overflow from a swale at a low point will be directed away from building pads by an identified easement over improved ground an existing natural drainage channel covered by an easement X11 Q 9. Drywell location does not conflict with Pr 5 underground utilities. -nt rf_ 10. Drywell type is specified. 11. Drywell grate type is specified (Type 3 -std. detail D -7) 12. Drywell grate elevation is: below the invert at the curb inlet between 6" and 8" above the swale floor elevation 13. Does the note: "Wrap the drywell with a filter fabric (Amoco 4545 or equivalent)" appear on the plans? 14. Swale floor elevation is: specified between 6" and 8" below the drywell grate y elevation �, I) gig at least 6" below the normal gutter flowline at the curb inlet for swale without a drywell at least,g:8" below the normal gutter flowline at the curb inlet for swale with a drywell 15. Swale floor dimensions are shown minimum area is shown the area matches the required area from the 208 calculation for impervious areas. 1I cklistv3.0 /Aug93 16. Easements for the 208: are shown on the drainage plans are shown on the subdivision plat are of adequate size to contain at least 6" freeboard above the max. water surface elevation for the design storm are tied to the lot corners. 17. The side of the swale that is the furthest distance from the street should have a top of swale elevation that is higher than the highest water level of the swale.17c 2 15 DRAINAGE PLANS (cont'd) 7< Z 19. Filter fabric is specified for the gravel envelope around the drywell is specified between the drywell and the gravel envelope installation specification is adequate. A r 20. Irrigation plan for County- maintained 208 swales Lot plans submitted on )1 a tepid cklistv3.0 /Aug93 18. The invert at the curb inlet is at or above the max. water surface elevation for the design storm 208 LOT PLANS 1. Lot plans are required; submitted on 2. The 208 lot plans show: the lot number, block number, subdivision name, date drawn, scale, and north arrow. dimensions to lot corners drainage easements setback requirements swale floor elevation swale floor dimensions rim elevation if drywells are present curb cut station, offset, invert and length any drainage ditches shows depth from the top of the curb an attached cross section of the swale or ditch 3. Lot plans have been stamped by a professional engineer on all pages 4. Lot plans are of sufficient scale to maximize the lot size to the 8 1/2" x 11" paper size. (Drawings may be on plain white paper) 5. 208 lot plans were approved on CULVERTS AND PIPE SYSTEMS 1. The road culverts are at the low points of stream flow. 2. The headwater was calculated for culvert entrances and is under 2 diameters for culverts under 18" in diameter and 1.5 diameters for culverts greater than 18 ". 3. There is a minimum of 12" of cover for all culverts and storm sewer pipes 16 DRAINAGE PLANS (cont'd) cklietv3.0 /AUg93 4. The designer has provided a letter from the pipe manufacturer certifying that the intended pipe is suitable for cover less than 3' (PVC), 2' (CMP, RCP), 1' (HDPE /ADS) or the engineer has provided trench details for upgraded pipe bedding for these areas 5. The minimum velocity within the pipe system is 4 feet per second at design flow in a backwater condition. (Note: The County Engineer may permit lower velocities) 6. The backwater calculations show a minimum freeboard of 0.75 feet for each catch basin or manhole. 7. The minimum culvert and pipe slope is 0.5 and all pipes meet or exceed this standard. 8. All angle points in the storm sewer system have suitable access such as a manhole for cleaning. 9. At locations where two different pipe sizes enter the same manhole the 0.8 diameter points of each pipe are at the same elevation. (Note: Exception allowed for drop manholes) 10. Is there any downsizing of pipes in a systems of pipes that are 18" in diameter and smaller. 11. There is a downsizing of pipes in the amount of 3" for a minimum of 100 feet in a pipe system that contains pipes that over 18" in diameter. 12. All pipes in the pipe system are 12" and larger as per Spokane County Standards; (10" pipe that is allowed for connection of inlets to catch basins or drywells, if the length does not exceed 44 LF and the velocity is at least 4 fps). 13. All storm sewer pipes are located a minimum of 5 feet from a rear or side property line and have adequate easements for maintenance. 14. Inlets on the same slope are located so that the maximum width of spread for the gutter flow does not exceed 6' (from curb face for Type "A" or "B ", from back of curb for Type "R ") 15. The plans and profiles show all culvert pipe types, stations, offsets, lengths, and inverts 17 DRAINAGE PLANS (cont'd) ' 16. Pipe materials meet county standards for systems that lie within county ROW. (Note: The type of pipe in private systems may be as specified by the design engineer) 17. The culverts shown are properly stationed from centerline stationing. A U7iL5 itebfs 18. Does the drainage system configuration avoid conflicts with underground utilities? / 19. Is there a need for energy dissipation on any of the culvert outlets shown on the plans? kat 1GTw 1AiLS 20. Is there a need for rip rap around the culvert 15 - u, outlet at any of the culverts as proposed on the drainage plans. 1(E$- f Al rfi QORH c5 $(4 Pot 4 1444 , cis 0 44. f 21. The rip rap that is shown for the drainage plans is adequate for the culverts where erosion is a concern and the engineer has submitted acceptable rip rap design calculations. 22. Pipe anchors are shown for pipe grades greater than 150. 23 There are no instances where water is trapped against a fill with no culvert shown. »W Rase 24 Profiles and cross sections are shown on the plans for all proposed channels and ditches. Mat Nail 011.46 25 Ditches with eroding velocities have a proper lining for erosion protection. 26. Water will properly flow from an existing or proposed ditch on to the pavement as proposed on the drainage plans. 27. Where the ditch profile passes from cut to fill the flow has been properly disposed of. cklietv3.0 /Aug93 18 U0 lu'V EASEMENTS f t > Pt Sabi" 5F 1. Adequate drainage easements are shown for Wilt maintenance of drainage ditches or pipe systems. 2. There are easements proposed or existing for natural channels which cross the property. WeD 3. An easement was provided where street drainage was diverted onto private property. 4. The perpetual maintenance of private systems has properly been provided for., 5. The maintenance of drainage systems within Spokane County ROW has been properly provided for. /74Lp. `*,,_-II 6. Appropriate drainage language has been provided tf6D6 pi 24 WI by the reviewing engineer to the surveyor and /or engineer who is involved with the platting work. pp 4 ra ( 7. Pre- existing drainage easements on this parcel are not affected by this plat / 8. Overflow easements are provided from swales /ponds located in low points ckliotv3.0 /Aug93 1. QC check of review completed z MISCELLANEOUS (date) (init.) 2. Bond quantities for drainage item calculated (date) (init.) 3. Vertical curve sight distance worksheets done (date) (init.) 4. Vp ti_cal curve geometry worksheets done (da e (init.) 5. Drainage volume worksheets done (date) (init.) 6. Stamped road (Sylvia /Suzanne) 7. Stamped lot plans 19 mylars to Permit Tech. to Admin. Asst. (Sandy) June 2, 1994 Gentlemen: S P O k A N OFFICE OF THE COUNTY ENGINEER Ronald C. Hormann, P.E., County Engineer Bruce Howard IPEC SUBJECT: P1716 - Dhaenens Square P.U.D., phase I 1st Review A review of the road and drainage plans for this project has been accomplished. Areas of concern to us are indicated in red on the attached prints. Please make the corrections and resubmit them to this office in order that the review process may proceed. When the olans are resubmitted. mark all changes on the revised orint in color. In addition, please provide an information copy of any utility plans and landscaping plans for this project. If you have any questions about this review, please contact us at 456 -3600. Thank you. Very truly yours, Ronald C. Hormann, P. E. Spokane County Engineer %&.vi 41 — /1;,E . Edward J. Parr, Jr., P.E. Plans Review Engineer encls: Plans (1 set) Calculations (1 copy) Comments (6 pages) cc: /eject file reviewer (comments only) C 0 U N T Y A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director 1026 W. Broadway Ave. • Spokane, WA 99260 -0170 • (509) 456 -3600 FAX. (509) 324 -3478 TDD: (509) 324 -3166 REVIEW COMMENTS SPOKANE COUNTY DIVISION OF ENGINEERING & ROADS 1026 W BROADWAY, SPOKANE WA 99260 -0710 PHONE (509)456 -3600 FAX (509)324 -3478 REVIEW #: 1 REVIEWER: Ed Parry PROJECT #: P1716 DATE: 2 June 94 PROJECT NAME: Dhaenens Sauare P.U.D.. Phase I GENERAL 1. Plans and calculations need to be stamped, signed and dated by a Washington State- licensed Professional Engineer 2. Plans need Developer's approval signature prior to County approval 3. Road plans need approval signature form Fire District #1 prior to County approval 4. Has this project been coordinated with the electric utility serving the site? 5. Sight distance analysis (horizontal and vertical) is needed at Avalon Lane /16th Ave. 6. Please provide an information copy of the landscape plan 7. Please provide an information copy of the sewer /water plans 8. Please provide evidence of coordination with the U.S. Postal Service for central mail delivery facilities location 9. R -value test results are needed for work along 16th Ave. 10. Provide erosion prevention /sediment control measures at downhill perimeter of the site, and at drywells and curb inlets during construction of road and drainage facilities, and during lot development 11. Indicate flow direction on plan 12. Slope easements will be needed; these may be incorporated into the utility easement, or shown as the limits of cut /fill (typ. all private roads) REVIEW COMMENTS 2 June 94 PROJECT # P1716 REVIEW # 1 Page 2 of 6 PLANS Sheet 1 of 6 1. Taper outbound of intersections on major arterials generally need to provide a taper length = WS; design speed (S) = 45 mph for major arterial on flat terrain. Taper length of 367' (to intersection of 16th /Blake) will be acceptable, per County Traffic Engineer. Show the full length of the outbound taper (and associated roadside features) on the plans, along with spot elevations at grade break points 2. Tapers inbound to a site generally only need to be 100' long; 300' length will be acceptable. Show the full length of the inbound taper (and associated roadside features) on the plans, along with spot elevations at grade break points 3. Need to address substandard intersection separation (±228') between Avalon Lane and Mamer Rd. along 16th Ave.; 300' separation is required on major arterials. Please contact Development Services (Pat Harper) 4. Provide a detail of the sidewalk inlets, with drop from T/C to IE noted 5. Coordinate stop /street sign note at Avalon /15th Lane with sheet 2. Spokane County does not enforce stop signs on P.U.D. roads 6. Provide wheelchair ramps on sidewalk at 16th Ave. /Avalon Ln. Ensure that ramps are oriented to provide a 5' x 5' landing zone completely located at least 2' behind a line extended across the face of curb on 16th 7. County datum note: Indicate the corner of the intersection where the datum was found (e.g., NE, SW) 8. Locate the 208 swale as close to the outside (parcel side) edge of the future acquisition area as possible 9. LT profile: No comments at this time 10. CL profile: Indicate elevation at Avalon Lane SI 11. Notes: Delete reference to tolerances for setting forms REVIEW COMMENTS 2 June 94 PROJECT # P1716 REVIEW # 1 Page 3 of 6 Sheet 2 of 6 1. Coordinate street sign note at Avalon /15th Lane with sheet 1. 2. Provide wheelchair ramps on sidewalk at a. 15th Ln /Avalon Ln b. 15th Ln /Mamer Ln c. 15th Ln /hammerhead radius Ensure that ramps are oriented to provide a 5' x 5' landing zone completely located at least 2' behind a line extended across the face of curb on 16th 3. Provide sight distance easements at a. Lots 1 & 2, Block 1 b. Lot 1, Block 3 c. Lot 1, Block 4 d. Tract B Sight distance easements are measured from the driver's eye located at a point 5' from the road CL and 16' behind the curb face (10' behind curb face at the alley) to a target point 3' from the CL for a vehicle approaching from the left (9' from CL for a vehicle approaching from the right). The target point is located at a distance of 206' (for a 20 mph design speed) along the road centerline for the approaching vehicles; this equates to a point 201' LT and 211' RT of the SI of the roads involved (from the driver's perspective) Sheet 3 of 6 1. Indicate property line between Lots 4 & 5, Block 3 2. A temporary drainage easement will be needed for the portions of Pond D and pond E located outside the plat. Contact the County Right -of -Way Dept (Ray Moon) regarding format 3. Locate the temporary turnaround completely out of the pond easement limits 4. Profiles: No comments at this time Sheet 4 of 6 I. Alley 1. Locate the temporary turnaround to Avalon Ln completely out of the pond easement limits. Match to Avalon paving width 2. Indicate the temporary turnaround to Mamer Ln from Lot 5, Block 4 3. Indicate limit of construction for this phase REVIEW COMMENTS 2 June 94 PROJECT # P1716 REVIEW # 1 4. LT profile: a. T/C 5. CL profile: a. T/C 6. RT profile: a. T/C elevation at 10 +35 CR does not fall on the VC at the grades and length noted elevation at 10 +15 does not fall on the VC at the grades and length noted elevation at 10 +35 CR does not fall on the VC at the grades and length noted II. Mamer Lane 1. Carry the temporary turnaround to the Alley up to the Mamer Ln alignment; match to Maurer Ln paving width 2. Profiles: No comments at this time Sheet 5 of 6 1. Provide detail of sidewalk inlet Page 4 of 6 2. Ponds with drywells (A - H, J2, K4) should have a minimum depth of 0.9' from normal gutter flowline in order to provide adequate head over the grate to achieve design outflow rates, with a safety factor against clogging 3. Pond C: 208 depth (grate - floor elev.) = .67'; cationic exchange capacity of soils for swale need to be specified 4. Pond D: Coordinate T/C at CI station 14 +55 with slopes on road plans 5. Pond I: Coordinate T/C and floor elevations; flowline is lower than swale floor 6. Pond J1: a. 208 swales without drywells (flow- through swales) are typically designed for a depth of 0.5' from normal gutter flowline. b. 208 depth (grate - floor elev.) = .63'; cationic exchange capacity of soils for swale need to be specified 7. Pond K1: a. 208 swales without drywells (flow- through swales) are typically designed for a depth of 0.5' from normal gutter flowline. 208 depth (grate - floor elev.) = .33' REVIEW COMMENTS 2 June 94 PROJECT # P1716 REVIEW # 1 6. Provide detail of sidewalk inlet CALCULATIONS 1. Page numbering would be helpful Page 5 of 6 8. Pond K2: Coordinate T/C and floor elevations; T/C is lower than swale floor 9. Pond K3a -d: a. Floor slope generally exceeds 1%, based on elevation of floor upstream of check dam (1' drop shown on section A -A). b. 1' drop shown on section A -A causes 208 depth to exceed the 0.67' maximum allowable. Upstream floor elevation should be 0.5' below the top of the check dam c. Indicate floor elevation upstream of the check dam d. Coordinate swale floor and check dam elevations at station 4 +90 Sheet 6 of 6 1. 208 swale with drywell: a. Swales with drywelis (Ponds A - H, K2, K4) should have a minimum depth of 0.9' from normal gutter flowline in order to provide adequate head over the grate to achieve design outflow rates, with a safety factor against clogging b. Minimum bank elevation should be 0.2 feet above the lowest T/C elevation at the swale 2. 208 swale without drywell: a. 208 swales without drywelis (flow- through swales) are typically designed for a depth of 0.5' from normal gutter flowline. b. Minimum bank elevation should be 0.2 feet above the lowest T/C elevation at the swale 3. Detail 3/6: use sidewalk inlet instead of basin curb drop inlet 4. Wedge curb drop section detail: a. Where on the plans is this used? b. Coordinate 1" drop with the "Wedge Curb Inlet" detail; 2" drop should be provided at inlets 5. Alley section: Indicate how driveway crossings of the alley ditch will be accommodated 2. Page 1: Based on the 1' depth from the top of the check dam shown in the detail for swale K3; the slopes between the check dams generally exceed 1%; these are generally designed to provide a 6" depth on the upstream side of the swale. Indicate elevations which result in a floor slope of 1% or less, or provide calculations for the adjusted 208 volume based on the actual floor slope REVIEW COMMENTS 2 June 94 PROJECT # P1716 REVIEW # 1 Page 6 of 6 3. Page 2: a. Check "C" values for each basin. Values based on density in the GSM are based on the entire lot plus one -half the abutting street. When only a portion of the lot contributes, or when a lot is double- fronted, the density -based values are low by as much as a factor of 2. Basin G appears to be the only basin where the density -based C factor reasonably approximates the C factor calculated on areas of the impervious and pervious. A reasonable estimate of the impervious area for each lot is the Stormwater Utility's Equivalent Residential Unit of ±3200 ft per lot b. Basin J impervious area is a park, not a building lot; calculate C factor accordingly 4. Pages 6, 8, 10, 12, 14, 16, 18, 20, 22, 24: Bowstring calcs are carried out to the 100- minute storm duration 5. Page 15 (Basin G): Z1 = 3 and Z2 = .67 for the ditch sideslopes along the alley. A street gutter is not provided in the alley section detail 6. Page 17 (Basin H): Z1 = 3 and Z2 = .67 for the ditch sideslopes along the alley. A street gutter is not provided in the alley section detail 7. Provide ditch capacity calc for ditch from swale K3 to swale K4. Need to demonstrate that ditch depth provides 1.3 x flow depth at Q, Outfall protection will be needed if hydraulic jump occurs. 8. Page 28: Inlets for basins A, D, and E operate in a continuous grade condition. Provide calcs for inlet capacity 9. Page 29: Swale K3 floor area consists of the portions of the swale between the toe of the downstream check dam and the toe of the upstream check dam 10. Page 30 (Curb grade calcs): No comment at this time 11. Basin Map: a. Indicate inlet locations b. Indicate swale locations c. Indicate ditch location ROAD TYPE: Check S <L: L2 = A(S "2)/(400+3.5S) vcunt UAuta3 L1 = L2 = 49.1707 SPOKANE COUNTY ENGINEERS STOPPING SIGHT DISTANCE CALCULATIONS Date: 31 — May -94 SAG VERTICAL CURVE Review #: 1 Reviewer: Parry Project #:P1716 Project name: Dhaenens Square P.U.D., Ph. 1 Terrain: x Flat (General land slope 0% to 8 %) Rolling (General land slope >8% to 15 %) Mountains (General land slope >15 %) Urban /Suburban Semi — rural /Rural Public Public Local Access Local Access Arterial ADT<100 Collector 100> ADT>400 Secondary Major County Arterial ADT<400 Private 400<ADT<750 x Extension to 8 or fewer lots ADT>750 Tract 'X' Road name: Avalon Lane PVI station: 11 +00 Length of vertical curve provided: 50 Design Speed: 20 Min. Stopping Sight Distance: 120 Entering slope (G1, %): —2.00 Exiting Slope (G2, %): 0.80 IG2 —G1I= A= 2.8 Check S>L: L1 = 2S — ((400 +355) /A) — 52.857 note: use min curve length = 0. Required minimum curve length: 0 Curve provided is Adequate Private Extension to 8 or fewer lots Tract "X" SPOKANE COUNTY ENGINEERS STOPPING SIGI-if DISTANCE CALCULATIONS Date: 31 — May -94 CREST VERTICAL CURVE Project #:P1716 Terrain: x Flat (General land slope 0% to 8 %) Rolling (General land slope >8 %to 15 %) Mountains (General land slope >15 %) ROAD TYPE: Urban /Suburban Public Check S<L: L2 = A(S "2/1329 vcura^_ VAu591 L2 = 19.5034 Review #: 1 Reviewer: Parry Project name: Dhaenens Square P.U.D., Ph. 1 Semi —rural /Rural Public Local Access Local Access Arterial ADT<100 Collector - 100> ADT>400 Secondary Major County Arterial ADT<400 Private 400<ADT <750 x Extension to 8 or fewer lots ADT>750 Tract 'X" Road name: Avalon Lane PVI station: 12 +50 Length of vertical curve provided: 50 Design Speed: 20 Min. Stopping Sight Distance: 120 Entering slope (G1, %): 0.80 Exiting Slope (G2, %): —1.00 IO2 -011= A= 1.8 Check S>L: L1= 2S— (1329/A) L1 = — 498.33 note: use min curve length 0. Required minimum curve length: 0 Curve provided is Adequate Private Extension to 8 or fewer lots Tract 'X' SAG VERTICAL CURVE Project #:P1716 ROAD TYPE: Urban /Suburban Public vcurJ2.1 /Aur93 L2 = A(S•`2) /(400 +3.5S) L2 = 56.0195 SPOKANE COUNTY ENGINEERS STOPPING SIGHT DISTANCE CALCULATIONS Date: 31 — May -94 Review #: 1 Reviewer: Parry Project name: Dhaenens Square P.U.D., Ph. 1 Terrain: x Flat (General land slope 0% to 8 %) Rolling (General land slope >8 %to 15 %) Mountains (General land slope >15 %) Semi — rural /Rural Public Local Access Local Access Arterial ADT<100 Collector 100> ADT>400 Secondary Major County Arterial ADT<400 Private 400<ADT<750 x Extension to 8 or fewer lots ADT >750 Tract 'X' Road name: Alley PVI station: 10 +60 Length of vertical curve provided: 100 Design Speed: 20 Min. Stopping Sight Distance: 120 Entering slope (G1, %): —2.00 Exiting Slope (G2, %): 1.19 IG2 —G1 I= A= 3.19 Check S>L: L1 = 2S — ((400 +3,5S) /A) L1 = — 17.053 note: use min curve length = 0. Required minimum curve length: 0 Check S <L: Curve provided is Adequate Private Extension to 8 or fewer lots Tract 'X' CREST VERTICAL CURVE Project #:P1716 ROAD TYPE: Check S>L: L1= 2S— (1329/A) Check S<L: L2 = A(S••2)/1329 vcurvi l /Aug93 L2 = 30.772 SPOKANE COUNTY ENGINEERS STOPPING SIGHT DISTANCE CALCULATIONS Date: 31 — May -94 Review #: 1 Reviewer: Parry Project name: Dhaenens Square P.U.D., Ph. 1 Terrain: x Flat (General land slope 0% to 8 %) Rolling (General land slope >8% to 15 %) Mountains (General land slope >15 %) Urban /Suburban Semi — rural /Rural Public Public Local Access Local Access Arterial ADT<100 Collector 100>ADT>400 Secondary Major County Arterial ADT<400 Private 400<ADT<750 x Extension to 8 or fewer lots ADT >750 Tract 'X' Road name: Alley PVI station: 13 +50 Length of vertical curve provided: 100 Design Speed: 20 Min. Stopping Sight Distance: 120 Entering slope (01, %): 1.19 Exiting Slope (G2, %): —1.65 1 02-01 1= A= 2.84 L1 = — 227,96 note: use min curve length = 0. Required minimum curve length: 0 Curve provided is Adequate Private Extension to 8 or fewer lots Tract "X" SAG VERTICAL CURVE Project #:P1716 ROAD TYPE: Urban /Suburban Public vcurvl I /Aug93 L2 = A(S* *2)/(400 +3.55) L2 = 28.0976 SPOKANE COUNTY ENGINEERS STOPPING SIGHT DISTANCE CALCULATIONS Date: 31 — May -94 Terrain: x Flat (General land slope 0% to 8 %) Rolling (General land slope >8 %to 15 %) Mountains (General and slope >15 %) Review #: 1 Reviewer: Parry Project name: Dhaenens Square P.U.D., Ph. 1 Semi —rural /Rural Public Local Access Local Access Arterial ADT<100 Collector 100> ADT>400 Secondary Major County Arterial ADT<400 Private 400<ADT <750 x Extension to 8 or fewer lots ADT>750 Tract 'X" Road name: Mamer Lane PVI station: 11 +85 Length of vertical curve provided: 50 Design Speed: 20 Min. Stopping Sight Distance: 120 Entering slope (G1, %): —0.80 Exiting Slope (G2, %): 0.80 IG2 —G1I= A= 1.6 Check S >L: L1 = 2S — ((400 +3.5S) /A) L1 = —272.5 note: use min curve length = 0. Required minimum curve length: 0 Check S<L: Curve provided is Adequate Private Extension to 8 or fewer lots Tract 'X' 'SWALE SUMMARY WORK - SHEET Project #: Project Narr e: Submittal # Date: 1 2 Swale Drywell7 y/n A y s y C y D y E y F y G y 11 y I y JI 72 y KI ❑ K2 n K3a ❑ K3b n K3c n K3d n K4 y a upet k (((e2 /K¢ eafr-raG Pr' ea + Phnimeter Pbnime ter vation 6 20746 7 8 9 10 11 T/C elev. Curb Gutter FL Depth Pond Slope lowest inlet type = overflow (STORM) X:I 2075.9 b 2075.4 0.8 3 2073.86 2075.16 a 2074.66 0.8 3 2073.69 207482 c 207432 (0163 3 1 1 2072.94 2074.07 c 207357 C 0.63 ) 3 14 17 238 207287 2074 c 20735 619) 3 370.84 207457 2075.7 c 20752 (OA, 3 10 24 240 207453 207533 pvt. edge 207533 0.8 3 10 24 240 207453 207533 pvt edge 207533 OS 3 12 22 264 207453 2074.82 c 207432 ( - 2 I 3 44485 2075.86 2076.99 c 2076.49 0.63 3 25 15 375 2074.76 2075.89 c 207539 �1J■3; 3 L/ 12 16 192 207735 2078.18 c 2077.68 (.., 0.33 ) 3 12 18 216 2077.75 207658 c 2076.08 -1.47 3 99 3 297 207726 2078.26 berm 207826 1 3 97 3 291 2076.64 2077.64 berm 2077.64 1 3 97 3 291 2075.88 2076.88 berm 2076.88 1 3 95 3 285 2075 2076 berm 2076 3 54 10 540 207386 2075.16 a 2074.66 / 0 3 Storm Capacity 12 13 14 15 16 17 18 19 20 21 22 Swale Max. W.S.EI. Storm Volume I' # Length Width Area provided re quire d k 24.80 14.80 367.0 226.82 -21 1B 3480 14.80 515.0 326.02 22 IC 33.78 13.78 4655 241.13 67 ID 23.78 21.78 517.9 27655 62 IE 17.78 20.78 3695 19135 68 IF Planimeter 685Q 33259 22 N 14.80 2820 4262 26650 -44 IH 14.80 28.80 4262 26650 121 1 10.74 20.74 222.7 -51.11 151 p1 Planimeter 603D 330.06 112 28.78 18.78 5405 28838 Basin l: 618.44 118 ki 13.98 17.98 251.4 73.15 k2 1.98 7.98 15.8 - 193.55 IK3a 105.00 9.00 945.0 621.00 11{3b 103.00 9.00 927.0 609.00 1 103.00 9.00 927.0 609.00 11{3d 101.00 9.00 909.0 597.00 k4 58.80 14.80 8702 564.10 1 Basin K: 2879.70 814 208 Capacity 23 24 25 26 27 22 29 30 31 Swale 208 elevation Volume 208 # 208 elev. Length Width Area Depth provided required depth ok? A 2075.1 23 13 299.0 050 124.75 113 ok B 207436 33 13 429.0 050 18225 166 ok 207436 34.02 14.02 477.0 0.67 26028 1763 Too Deep D 2073.44 23 21 483.0 050 210.75 194 ok E 207337 17 20 340.0 050 14450 131 ok F 2075.07 Plammeter 545.6 050 229.11 240 ok G 2075.03 13 27 351.0 050 147.75 131 ok H 2075.03 13 27 351.0 050 147.75 126 ok 1 207526 1638 2638 432.1 0.73 254.08 146 Too Deep 32 Head on 33 Storm grate > =.4? depth <1' .heck grate /owrllev el. :heck grate/owl el. :.heck grate /owrflcw el. :heck grate /owrflcw el. check grate /owrflcry el. check grate /owrflcv el. :heck grate /owrflcH el. check grate /owrflcm el. :heck grate /owrflcN el. 11 2076.49 Planime ter 562.7 0.63 31736 specifysoils 12 207526 28 18 504.0 050 219.75 ok check grate /owrflew el. Basin 7: 537.11 452 IK1 2077.68 13.98 17.98 251A 033 73.15 ok 1C2 2076.08 1.98 7.98 15.8 -1.67 - 193.55 :heckelevs. K3a 207826 105 9 945.0 1.00 621.00 Too Deep K3b 2077.64 103 9 927.0 1.00 609.00 Too Deep K3c 2076.88 103 9 927.0 1.00 609.00 Too Deep K3d 2076 101 9 909.0 1.00 597.00 Too Deep K4 207436 57 13 741.0 050 320.25 ok check grate /owrflcw el. Basin K: 2635.85 1207 1 • S P O K A N E June 2, 1994 OFFICE OF THE COUNTY ENGINEER • Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director Bruce Howard IPEC SUBJECT: P1716 - Dhaenens Square P.U.D., phase I 1st Review Gentlemen: A review of the road and drainage plans for this project has been accomplished. Areas of concern to us are indicated in red on the attached prints. Please make the corrections and resubmit them to this office in order that the review process may proceed. When the plans are resubmitted. mark all changes on the revised print in color. In addition, please provide an information copy of any utility plans and landscaping plans for this project. If you have any questions about this review, please contact us at 456 -3600. Thank you. Very truly yours, Ronald C. Hormann, P. E. Spokane County Engineer a /04(4 1. Edward J. Paarr Jr., P.E. Plans Review Engineer encls: Plans (I set) Calculations (1 copy) Comments (6 pages) cc: project file reviewer (comments only) C 0 IJ N T Y A DIVISION OF THE PUBLIC WORKS DEPARTMENT RECF "ED JUN 31994 - I•P.E.C. I 1026 W. Broadway Ave • Spokane, WA 99260 -0170 • (509) 456 -3600 FAX: (509) 324 -3478 TDD: (509) 324 -3166 REVIEW COMMENTS SPOKANE COUNTY DIVISION OF ENGINEERING & ROADS 1026 W BROADWAY, SPOKANE WA 99260 -0710 PHONE (509)456 -3600 FAX (509)324 -3478 REVIEW #: 1 REVIEWER: Ed Parry PROJECT #: P1716 DATE: 2 June 94 PROJECT NAME: Dhaenens Square P.U.D.. Phase 1 GENERAL 1. Plans and calculations need to be stamped, signed and dated by a Washington State- licensed Professional Engineer (an wastes) 2. Plans need Developer's approval signature prior to County approval Con MYLrr€S 3. Road plans need approval signature form Fire District #1 prior to County approval 0X GErte€. 4. Has this project been coordinated with the electric utility serving the site? }bD ncrrC 5. Sight distance analysis (horizontal and vertical) is needed at Avalon Lane /16th Ave. 6. Please provide an information copy of the landscape plan ? .oui )ED 7. Please provide an information copy of the sewer /water plans Faotoe 8. Please provide evidence of coordination with the U.S. Postal Service for central mail delivery facilities location 9. R -value test results are needed for work along 16th Ave. TEST 03Sat'Yt AeE o'er . 10. Provide erosion prevention /sediment control measures at downhill perimeter of the site, and at drywells and curb inlets during construction of road and drainage facilities, and during lot development 1I1. ry � Indicate flow direction on plan 12. Slope easements will be needed; these may be incorporated into the utility easement, or shown as the limits of cut /fill (typ. all private roads) 7144-0.1 e.A2e or PLnr bap tc..A41 o,tJ L.-Aunt ✓K Pt'tossfto -e, OK if Del PLAT Nice) Page 2 of 6 REVIEW COMMENTS 2 June 94 PROJECT # P1716 REVIEW # 1 PLANS �� S heet 1 of 6 1. Taper outbound of intersections on major arterials generally need to provide a taper length = WS; design speed (S) = 45 mph for major arterial on flat terrain. Taper length of 367' (to intersection of 9 16th /Blake) will be acceptable, per County Traffic Engineer. Show the full length of the outbound taper (and associated roadside features) on the plans, along with spot elevations at grade break points 4 / Tapers inbound to a site generally only need to be 100' long; 300' length will be acceptable. Show the full length of the inbound taper (and associated roadside features) on the plans, along with spot 0�' elevations at grade break points V 3. Need to address substandard intersection separation (±228') between Avalon Lane and Mamer Rd. ni along 16th Ave.; 300' separation is required on major arterials. Please contact Development Services (Pat Harper) 74. Provide a detail of the sidewalk inlets, with drop from T/C to IE noted OK &K� t? co . STD. I.S /5. Coordinate stop /street sign note at Avalon /15th Lane with sheet 2. Spokane County does not enforce K. stop signs on P.U.D. roads 0 6. Provide wheelchair ramps on sidewalk at 16th Ave. /Avalon Ln. Ensure that ramps are oriented to provide a 5' x 5' landing zone completely located at least 2' behind a line extended across the face of 0 K curb on 16th /7. County datum note: Indicate the corner of the intersection where the datum was found (e.g., NE, pt(_ SW) 8. Locate the 208 swale as close to the outside (parcel side) edge of the future acquisition area as possible •Et'tS 'RE.'tSiorl LA. LT profile: No comments at this time tZ10. CL profile: Indicate elevation at Avalon Lane SI Notes: Delete reference to tolerances for setting forms 0K. • REVIEW COMMENTS 2 June 94 PROJECT # P1716 REVIEW # 1 Page 3 of 6 /Sheet 2 of 6 �` 1. Coordinate street sign note at Avalon /15th Lane with sheet 1. ti Provide wheelchair ramps on sidewalk at . a. 15th Ln /Avalon Ln DA b. 15th Ln /Mamer Ln c. 15th Ln /hammerhead radius Ensure that ramps are oriented to provide a 5' x 5' landing zone completely located at least 2' behind a line extended across the face of curb on 16th 3. Provide sight distance easements at Lots 1 & 2, Block 1 ✓b_ Lot 1, Block 3 ✓c - Lot 1, Block 4 14. Tract B Sight distance easements are measured from the driver's eye located at a point 5' from the road CL and 16' behind the curb face (10' behind curb face at the alley) to a target point 3' from the CL for a vehicle approaching from the left (9' from CL for a vehicle approaching from the right). The target point is located at a distance of 206' (for a 20 mph design speed) along the road centerline for the approaching vehicles; this equates to a point 201' LT and 211' RT of the SI of the roads involved (from the driver's perspective) } Sheet 3 of 6 O I. Indicate property line between Lots 4 & 5, Block 3 A temporary drainage easement will be needed for the portions of Pond D and pond E located outside l�e' th Contact the County Right -of -Way Dept (Ray Moon) regarding format ti t ^ '\ NG'so fo e 4 st EME+.S., Des cet011W 9 A V �'{ (0_, /Locate the temporary turnaround completely out of the pond easement limits Plea .d ci.1e•ac tSsei ns.i 0escaruo*1 V 1 4 '. Profiles: No comments at this time Sheet 4 of 6 Ho f I. Alley L Locate the temporary turnaround to Avalon Ln completely out of the pond easement limits. Match to Avalon paving width L-2: Indicate the temporary turnaround to Mamer Ln from Lot 5, Block 4 v3. Indicate limit of construction for this phase REVIEW COMMENTS 2 June 94 PROJECT # P1716 REVIEW # 1 Page 4 of 6 LT profile: a. T/C elevation at 10 +35 CR does not fall on the VC at the grades and length noted CL profile: a. T/C elevation at 10 +15 does not fall on the VC at the grades and length noted ✓6. RT profile: a. T/C elevation at 10 +35 CR does not fall on the VC at the grades and length noted Lane /Mamer Carry the temporary turnaround to the Alley up to the Mamer Ln alignment; match to Mamer Ln paving width t yf Profiles: No comments at this time Sleet 5 of 6 Pr vide detail of sidewalk inlet Cox.wn+ srv. PL b4t t - FS- \ . Ponds with drywells (A - H, J2, K4) should have a minimum depth of 0.9' from normal gutter flowline in order to provide adequate head over the grate to achieve design outflow rates, with a safety factor against clogging 0,5' o,., fcp J iL,c htem ,, PO40/1C cavaS.ilro.J ..€ tnt_ ept.VT l m_a_ koe pu. SEMI our. Pond C: 208 depth (grate - floor elev.) = .67'; cationic exchange capacity of soils for swale need to be specified 4 Pond D: Coordinate T/C at CI station 14 +55 with slopes on road plans 5. Pond l: Coordinate T/C and floor elevations; flowline is lower than swale floor 6. Pond J1: a. 208 swales without drywells (flow- through swales) are typically designed for a depth of 0.5' from normal gutter flowline. b. 208 depth (grate - floor elev.) = .63'; cationic exchange capacity of soils for swale need to be specified 'Pond K1: a. 208 swales without drywells (flow- through swales) are typically designed for a depth of 0.5' from normal gutter flowline. 208 depth (grate - floor elev.) = .33' REVIEW COMMENTS 2 June 94 PROJECT # P1716 REVIEW # 1 Page 5 of 6 K2: Coordinate T/C and floor elevations; T/C is lower than swale floor Pond K3a -d: a. Floor slope generally exceeds 1%, based on elevation of floor upstream of check dam (1' drop shown on section A -A). b. 1' drop shown on section A -A causes 208 depth to exceed the 0.67' maximum allowable. Upstream floor elevation should be 0.5' below the top of the check dam c. Indicate floor elevation upstream of the check dam d. Coordinate swale floor and check dam elevations at station 4 +90 Set 6 of 6 . 208 swale with drywell: a. Swales with drywells (Ponds A - H, K2, K4) should have a minimum depth of 0.9' from p,5 f ormal gutter flowline in order to provide adequate head over the grate to achieve design ' gr' ou ow rates, with a safety factor against clogging Olt* r`" Minimum bank elevation should be 0.2 feet above the lowest T/C elevation at the swale Detail 3/6: use sidewalk inlet instead of basin curb drop inlet 208 swale without drywell: a. 20 swales without drywells (flow- through swales) are typically designed for a depth of 0.5' fr normal gutter flowline. . Minimum bank elevation should be 0.2 feet above the lowest T/C elevation at the swale Wedge curb drop section detail: a. Where on the plans is this used? b. Coordinate 1" drop with the "Wedge Curb Inlet" detail; 2" drop should be provided at inlets 5. Alley section: Indicate how driveway crossings of the alley ditch will be accommodated N Dor+dh .- Oats Ao - rovide detail of sidewalk inlet , Couvrrs sr0, P4 8 - 01114- /C ALCULATIONS Page numbering would be helpful /Page 1: Based on the 1' depth from the top of the check dam shown in the detail for swale K3, the slopes between the check dams generally exceed 1%; these are generally designed to provide a 6" depth on the upstream side of the swale. Indicate elevations which result in a floor slope of 1% or less, or provide calculations for the adjusted 208 volume based on the actual floor slope REVIEW COMMENTS 2 June 94 PROJECT # P1716 REVIEW # 1 Page 6 of 6 4 /Page 2: a. Check "C" values for each basin. Values based on density in the GSM are based on the entire lot plus one -half the abutting street. When only a portion of the lot contributes, or when a lot is double - fronted, the density -based values are low by as much as a factor of 2. Basin G appears o be the only basin where the density -based C factor reasonably approximates the C factor gt 1 ' I calculated on areas of the impervious and pervious. A reasonable estimate of the impervious area rJ l fr h ° for each lot is the Stormwater Utility's Equivalent Residential Unit of ±3200 ft' per lot Il t b. Basin J impervious area is a park, not a building lot; calculate C factor accordingly Pages 6, 8, 10, 12, 14, 16, 18, 20, 22, 24: Bowstring calcs are carried out to the 100 - minute storm duration, Nor n/e ess y 1p cccuas O Sa „ w ,,, ,ta/g- @It) 5{Page 15 (Basin G): Z1 = 3 and Z2 = .67 for the ditch sideslopes along the alley. A street gutter 2/7is not provided in the alley section detail 6(Page 17 (Basin 11): Z1 = 3 and Z2 = .67 for the ditch sideslopes along the alley. A street gutter (/is not provided in the alley section detail 77. Provide ditch capacity calc for ditch from swale K3 to swale K4. Need to demonstrate that ditch d epth provides 1.3 x flow depth at Q Outfall protection will be needed if hydraulic jump occurs. ✓8. d Page 28: Inlets for basins A, D, and E operate in a continuous grade condition. Provide calcs for inlet capacity 1/9. Page 29: Swale K3 floor area consists of the portions of the swale between the toe of the downstream check dam and the toe of the upstream check dam 10. Page 30 (Curb grade calcs): No comment at this time i (. Basin Map: a. Indicate inlet locations b. Indicate swale locations c. Indicate ditch location INLAND PACIFIC ENGINEERING . TRANSMITTAL 707 W. 7th Ave., Suite 200 Spokane, Wa 99204 TO:SPo } OW_ Coohtti C4) (509)458 -6840 Fax(509)458 -6844 Letter ❑ Fax ❑ A 1"1 ENTION: p etve & f ,b PROJECT: Alan 5 C owC We are sending () enclosed () under separate cover copies of the following: Description Blueline Prints • Original Drawing U Work Authorization ❑ Report No. Copies Description Sincerely, rocL N&f cy INLAND PACIFIC ENGINEERING COMPANY, INC. ❑ Copy of Letter ?Wait 4vj Contract Documents L1 Q. 4- 6erI -. SPOKANE wun ft ETIOINw DATE: FAX No.: _ IPE Proj. No.: 3m RECEW ED .IUN n1994 SPOKANE COUNTY ENGINEER Requested Action ❑ Information Review & Comments n Written Approval ❑ Signature & Return Remarks D a uo r� rift/4p Peutrca) '{. p(wf A( VS. We_ we Pra.th Ccwy)a( — Hnpna,Uy ei,veyfkr, ek-e i s ft, rcLpl. V prenveW JUN 01155 ( /� (11 1� n Distribution Note: If any of the copies are illegible or you do not receive number of pages including this page please contact us immediately at (509) 458 -6840. INLAND PACIFIC ENGINEERING . TRANSMITTAL 707 W.7th Ave., Suite 200 Spokane, Wa 99204 (509) 458 -6840 Fax (509) 458 -6844 Letter 11--Fax— — • TO: Spokane County Engineer's Office DATE: RFC-Eni ATTENTION: Dave Berto PROJECT: PE 1716 -93 (Dhaenens, Square) We are sending (< enclosed () under separate cover copies of the following: Description Blueline Prints fl Copy of Letter n Original Drawing ❑ Contract Documents n n Work Authorization n Report ❑ No. Copies 2 2 Requested Action • Information fl Review & Comments n Distribution • Written Approval ❑ Signature & Return n Remarks One More Time Dave. I think that this should cover everything except the drainage language. Ed Perry indicated that the sight distance easements would be Dart of the Drainage Covenants. Let me know if this is O.K. Sincerely, INLAND PACIFIC ENGINEERING COMPANY, INC. By: Description Revised Final Plat Site Plan SEP 2 3 5994 FAX No SPOKANE COUNTY ENGINEER IPE Proj. No.: 93105 Note: If any of the copies are illegible or you do not receive number of pages including this page please contact us immediately at (509) 458 -6840. INLAND PACIFIC ENGINEERING . TRANSMITTAL 707 W. 7th Ave., Suite 200 Spokane, Wa 99204 (509) 458 -6840 Fax (509) 458 -6844 TO: Spokane County Engineer's Office Right of Way Department ATTENTION: Ray Moon FAX No.: PROJECT: PE 1716 -93 Dhaenens Square, Phase I IPE Proj. No.: We are sending0 enclosed () under separate cover copies of the following: Description • Blueline Prints O Original Drawing No. Copies 1 1 O Requested Act • Information ❑ Written Approval [� Sincerely, By: Ihik Billie Jo parlins1 0 Copy of Letter D ----et _Documents _fl 0 Work Authorization / � A tm .e r1 - 61�` i Remarks INLAND PACIFIC ENGINEERING COMPANY, INC. Letter Li Fax fl DATE: 9/21/94 1 do not think you have to /check this.) a portion of property /al prnnarty Rav - The drainage easement is for a portion of a pond that is outside the plat boundary. This will be incorporated when the next phase of the plat is tiled. I used the form we used on the last plat that had this same type of problem. Please review and advise if this meets your needs and I will have the document signed and submitted to your office tor tilling. It you have any questions or need additional information please do not h>sitate to contact this office. As usual time is of the essence. Thanks for your help. Note: If any of the copies are illegible or you do not receive number of pages including this page please.contact.us, immediately' at' (J0'9)� 4b8y 6840: SEP 2 2 1994 SPOKANE COUNTY ENGINEER INLAND PACIFIC ENGINEERING . TRANSMITTAL 707 W. 7th Ave., Suite 200 Spokane, Wa 99204 (509) 458 -6840 Fax (509) 458 -6844 Letter [ Fax TO: Spokane County Engineer's Office ATTENTION: Dave Berto FAX No.: PROJECT: PE 1716 -93 Dhaenens Square, Phase I IPE Proj. No.: We are sending (uxenclosed () under separate cover copies of the following: Description n Blueline Prints n Copy of Letter O Original Drawing 0 Contract Documents n ❑ Work Authorization ❑ Report No. Copies 1 1 1 Requested Action O Written Approval n Signature & Return ❑ Remarks Dave - These were requested by Ed Perry for the drainage pond outside plat boundary and turnaround easemnets. Check and see if you think these are o.k. I am trying to get signatures as soonnas possible. Thanks Sincerely, INLAND PACIFIC ENGINEERING COMPANY, INC. By: • Cl. Billie Jo �arling���� DATE: Description Proposed Turnaround Easement Proposed Drainage Easement Plat Certificate and Warranty Deed Information ❑ Review & Comments ❑ Distribution 9/21/94 021 fl Note: If any of the copies are illegible or you do not receive number of pages including this page please contacct -us,- .— — immediately at (509)a458r 6840 SEP 2 2 1994 SPOKANE COUNTY ENGINEER 09/19/1994 08:42 TRRt ISR1.IER I CR TITLE • 1 1 • ) • I 1 1 a South 210 feet of the East 300 feat of •tract 1: " VERA as per plat thedeof recorded In Voutnu "0" of Plata, Page 10; Situate In the county of SppKane, State of Washington. 1. 9Ua.7ST TQ; L.I.D. Asaeoament qn Parcel Ho. 45224.2576 hereby assumed by grantee; 2. Muture eesessments by Vera Water & Power Co, 1 3 DATED this i day or Janjary, 1993. • i. �:. e • 9310;164'7 , px6 1ap • "ax Paid on ltls ArU.:hd. 2bst' Nc on; u Gnly Ym.lk STATI or WAilniso eN ) 4 t county of Spokane PYLED FOR MEc0Rb: AT REQUEST OP; 'NHDH 11E00htLBb RStURH TOl imam a, 1$dkAH .tlurth 12231q1v p ity Spokane, 114ah1 ton 99206 1:1 •I): • 1 It On this day of January, '.fora m Y Y personally ppaa tad m n m DIrCANOPP, to me 'Chown to be the lnd lv (dual who executed the for toraqu,nq lnetnumrsnt as Pscsonsl Repreaantativa of the 6ataths of A.J. phaensn• and Ada A. Dhaenane, deceased, and aaknOwledged that she .Wad the same as her fees and voluntary act and deed as Paraonal Raprepnt•clva for said principals for the seas and purpoeae mentioned 14 the taetrueent, 1 III 1112 PERSONAL RRI1RESt?N•1'A7'1V '� • . i n 4 r 6E STATUTORY WARRANTY f)F.F, THE ONA$TOH', DOREEN DIECKHOtF, Personal Representative of the ESTATES 01$ A'.J. bHAENENS and ADA A. DIIAENENS, Deceased, (or and In consideration Of' TEN DOLLARS ($ib.o0) and other good and valuable consideration, in hand paid, conveys and warrants to W.R.S. AND ASSOCIATES INC.' the following described real estate, situated In the County of BpOknne, State or Washington: The East WIC of ,�dail or wrest lal_II__VER _ as par plat'thereof records ri volume "o" of Plats, Page 30; D hale 11 day of Jal,uary, .199). ? „ ' r fTU'FAkr PUDLIC 509 926 1519 P.01 R(CCIie9 tits) On arCORoF.0 RFOU• :ii : ;in. Mr1;1u1 H4R IS IO su !N '93 750 ESTATES OF A.J. DIIAENENS and ADA A. DHAENENS, Deceased By: DOREEN 0I CKEIOPF Personal Representative TRANSAMERICA TITLE INSURANCE COMPANY 720 NORTH ARGONNE SPOKANE, WASHINGTON 99212 (509) 922 -2222 /FAX 926 -1519 PREPARED FOR: Order No.: ME- 181714M WRS & ASSOCIATES ATTN: BILL SMITH P.O. BOX 14084 SPOKANE, WA 99214 cc: Spokane County Engineers cc: Spokane County Planning cc: Inland Pacific Engineering, Inc. 3RD PLAT CERTIFICATE Effective Date: April 21, 1994 at 8:00 a.m. (See Attached) page 1 of 4 Certificate for Filing Proposed: DHAENENS SQUARE PHASE I PE 1716 -93 Charge: Tax: Total: $125.00 10.00 $135.00 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: LEGAL DESCRIPTION Order No.: 181714M Portions of the East half of Block 180 and portions of Block 181 of VERA, as per plat thereof recorded in Volume "0" of Plats, page 30, described as follows: Beginning at the Southwest corner of the East half of Block 180; thence North 00 °13'20" West, along the West line of said East half a distance of 484.97 feet; thence North 89 °46'40" East a distance of 87.84 feet; thence South 52 °01'40" East a distance of 100.00 feet to the beginning of a non - tangent curve concave to the Southeast having a radius 355.00 feet (from which a radial line of said curve bears South 52 °01'40" East); thence Northeasterly along said curve through a central angle of 03 °23'12" an arc distance of 20.98 feet; thence South 48 °38'28" East a distance of 120.50 feet to the beginning of a non - tangent curve concave to the Southeast having a radius of 234.50 feet (from which a radial line of said curve bears South 48 °38'28" East); thence Northeasterly along said curve through a central angle of 36 °28'21" an arc distance of 149.28 feet; thence South 12 °10'07" East a distance of 163.93 feet; thence North 89 °56'22" East a distance of 128.59 feet; thence South 00 °03'38" East a distance of 63.39 feet; thence North 89 °53'19" East a distance of 110.37 feet to the West line of East 300 feet of Block 181; thence South 00 °12'38" East along said West line a distance of 210.00 feet to the South line of said Block 181; thence South 89 °53'19" West along the South line of said Blocks 180 and 181 a distance of 669.57 feet to the Point of Beginning; Situate in the County of Spokane, State of Washington. VESTED IN: W.R.S. AND ASSOCIATES INC. page 2 of 4 EXCEPTIONS: 1. Taxes and assessments, if any, no search having been made thereof, as to Parcel Nos. 45244.2576 45244.2679. (U.L.I.D. NO. 914) Parcel numbers are provided from the latest Assessor's Maps available to the company. Said parcel numbers are not a matter of the public record therefor, the company makes no assurance as to validity or accuracy relating thereto. 2. Liability to future charges by Spokane County for Storm Water service. 3. Any unpaid assessments or charges, and liability for further assessments or charges by Vera Irrigation District No. 15. 4. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: AND: DATED: RECORDED: RECORDING NO.: REGARDING: 5. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: TRUSTEE: BENEFICIARY: ORIGINAL AMOUNT: DATED: RECORDED: RECORDING NO.: page 3 of 4 Order No.: ME- 181714 Vera Electric Water Company, a corporation D.K. McDonald, A.C. Jamison, Andrew Good and Vera Land Company, a corporation April 25, 1908 April 25, 1908, Book of Contracts, page 292 200528 Providing for construction of ditches, flumes, pipelines, etc., with right of ingress and egress to maintain said flumes, pipes, etc.; and providing for lien for unpaid charges for such service. W.R.S. and Associates, Inc. Transamerica Title Insurance Company Estates of A.J. Dhaenens and Ada A. Dhaenens, deceased $450,000.00 March 15, 1993 March 16, 1993 9303160143 ' 6. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: and r GRANTOR: TRUSTEE: BENEFICIARY: ORIGINAL AMOUNT: DATED: RECORDED: RECORDING NO.: 7. 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 Mid'ki Erwin, Tile Officer page 4 of 4 Order No.: ME- 181714 W.R.S. and Associates, Inc., a corporation of Washington Transamerica Title Insurance Company, a corporation Inland Northwest Bank $113,856.40 December 31, 1993 January 3, 1994 9401030610 BCWSTRNG METHOD (TEN YEAR STOFM DESIGN) PROJECT: t7HEANENS SQUARE TIME OF CCNCENrRATION (minutes) CIETENTION BASIN DESGN BASIN: A REVIEWER: WFH Tc (wetland) Tc (gutter) Mess 'C NUMBER OF DRYWE LS PROPOSED DATE: 9 -29 -94 1 Sngle (type A) 0 Double (type 9) Ct = 0.15 L2 = 60 0.06 0.90 Total Area (talc.) (see H1) 0.06 Zl = 1 0.00 0.80 Time d Canc. (talc.) (see H1) 5.00 L1 (A) = 0 Z2 = 50 0.00 0.15 Composite 'C' (talc.) (see H1) 0.90 N(A) = 0.4 B = 0 0.00 0.90 Time d Canc. (min) 5.00 S(A) = 0.008 n = 0.016 0.00 0.15 Area (Acres) 0.06 5 = 0.0062 0 00 0.00 C Fact 0.90 Tc (A) = 0.00 d = 0.086 0.00 0.00 Impervious Area (sq. ft) 2700 Total A Comp V Vdume Provided 208: 122.5 storm. 122.5 L1(B) = 0 Tc (¢1) = 1.12 0.06 0.90 Culflow (cfs) 0.3 N(B) = 0 Tc(A +B) = 0.00 tree* C' Factr 0.05 5(3) = 0 0= C*I *A= 0.17 Tc(tot.) = 5.00 Q(est) = 0.17 #1 #2 #3 #4 #5 #6 #7 Tc (B) = 0.0 Intensity = 3.18 Time Time Intensity 0 dev. V In V out Storage A = 0 188598• Inc. Inc. WP = 4.4225 (min.) (sec.) (nJhr.) (cfs) (cu. ft.) (cu. ft.) (cu. ft.) R = 0.0426 ( #1 *60) (A *C'#3) (0ulf. *#2) (#5-#6) V = 0.89 Tc (total) = Tc (overland) + Tc (gutter) Tc(gu) = 1.12 5.00 300 00 3.18 0.17 69 90.00 -21 Tc (overland) = Ct*(L1 *N/S ^05)'0.6) Q(est) = 0.17 Ct = 0.15 5 300 3.18 0.17 69 90 -21 L1 = Length of Overland Raw Hddng = 2.14 10 600 2.24 0.12 95 180 -95 N = fric cn facto of overland flow (.4 for average crass cover) 15 900 1 77 0.10 96 270 -174 5 = average slope of wetland flow 20 1200 1.45 0.08 102 360 -258 Tc (gutter) = Length (ft.)/Velocity (RJsec Jim 25 1500 1.21 0.07 105 450 -345 B = Bottom width of gutty rt ditch 30 1800 1.04 0.06 107 540 -433 Z1 = Inverse of Cross slope one of ditch 35 2100 0.91 0.05 108 630 -522 Z2 = Inverse of Cross slope two of ditch 40 2400 0.82 0.04 111 720 -609 d - depth of flow In gutter (estimate, check estimate with Row) 45 2700 0.74 0.04 112 810 -698 Area = d*B+d^ 2/2*(Z1 +Z2) 50 3000 0.68 004 114 900 -786 Wetted perimeter = B* d+( 1/ sln(atn(121)) +1 /sln(atn(1/Z2))) 55 3300 0.64 0.03 118 990 -872 Hydraulic Radus = R = MeajWelted Perimeter 60 3600 0.61 0.03 122 1080 -958 Velodly= 1.486 /n *R ^ .667*s ^ 5 65 3900 0.60 0.03 130 1170 -1040 Flow = Vdoclly *Mea 70 4200 0.58 0.03 135 1260 -1125 n = 0016 for asphalt 75 4500 0.56 0.03 139 1350 -1211 s = loingiludnal slope of guitar 80 4600 0.53 0.03 140 1440 -1300 85 5100 0.52 0.03 146 1530 -1384 90 5400 0.50 0.03 149 1620 -1471 95 5700 0.49 0.03 154 1710 -1556 100 6000 0.48 0.03 158 1800 -1642 DRAINAGE POND CALCLIATiONS Required grassy swale paid storage vdume = Impervious Area x .5 In. /12 in. /ft = • 113 ai. provided: 122.5 cu. ft ❑<I ORYWB_L REQUIREMENTS - 10 YEAR DESIGN STORM Maximum stoage required by Bowstring = 0 cu. ft Frwlded: 122.5 cu. ft CK! Number and type d Drywalls Required = 1 Sngle 0 Double BOWSTRING METHOD (TEN YEAR STORM DESIGN) DETENTION BASIN DESIGN NLMBER OF DRYWBIS PROPOSED 1 Sngle(type A) Total Area (talc.) (see H1) Time d Cmc. (calc.) (see H1) Composite 'C' (talc.) (see H1) Time d Cmc. (min) Area (Ames) C Factor Impe'vious Area (sq. ft) Volume Provided Culflow (cfs) Area* C' Factor #1 Time Inc. (min.) o Double (type B) 0.25 5.29 0.53 208' #2 #3 #4 #5 976 #7 Time Intensity 0 der. V in V out Storage Inc. (sec.) @n./tr.) (cfs) (cu. ft) (cu. ft.) (cu. ft.) ( #1 *60) (A *C*#3) (Outf **2) ( #5 - #6) 5.00 300.00 3.18 0.41 166 90.00 76 5 300 3.18 0.41 166 90 76 10 800 2.24 0.29 204 180 24 15 900 1.77 0.23 231 270 -39 20 1200 t45 0.19 245 360 -115 25 1500 1.21 0.18 252 450 -198 30 1800 104 0.14 257 540 -283 35 2100 0.91 0.12 260 630 -370 40 2400 0.82 0.11 267 720 -453 45 2700 0.74 0.10 270 810 -540 50 3000 0.68 0.09 274 900 -626 55 3300 0.64 0.08 283 990 -707 60 3600 0.61 0 08 294 1080 -786 65 3900 0.60 0.08 312 1170 -858 70 4200 0.58 0.08 324 1260 -936 75 4500 0.56 0.07 335 1350 -1015 80 4800 0.53 0.07 338 1440 -1102 85 5100 0.52 0.07 352 1530 -1178 90 5400 0.50 0.07 358 1620 -1262 95 5700 0.49 0.06 370 1710 -1340 100 6000 0.48 0.06 381 1800 -1419 DRAINAGE POND CALCULATIONS Required grassy swale pond storage volume = Impervious Area x .5 In./ 12 in.ft = DRYWHI REQUIREMENTS - 10 YEAR DESGN STORM Maximum swage required by Bowstring = provided: Number and type d Drywells Required = 5.00 0.25 0.52 3970 180 0.3 0.13 provided: PROJECT: OHEANENS SQUARE BASIN: B REVIEWER: WHi DATE: 9-28 -94 slmn. 180 165 a1. ft V 18o cu. ft CKI 78 CU. ft 180 cu. ft CKI 1 Single TIME CF CONCENTRATION (minutes) Tc (overland) Tc (gaiter) L1(A) = N(A) = S(A) = Tc (A) = L1(B) = N(B) = S(B) = Tc (B)= Ct = 0.15 1.2 = 85 Z1 = 3.5 50 Z2 = 41 04 B= 0 0.008 n = 0.016 S = 0.002 3.85 d = ' 0.156 Tc (total) = Tc (overland) + Tc (gutter) Tc (overland) = Ct*(L1 *Nils ^05)^0.6) Ct = 0.15 L1 = Length d Overland Row N = friction facto of overland flow (.4 for average grass cover) S = average slope of overland flow Tc (guile) = Length (ft.)Neloclty (ftJsec.)/60 B = Bottom width of gutter cr ditch Z1 - inverse of cross slope one of ditch Z2 = Inverse of cross slope two of ditch d = depth of flow In gutter (estimate, check estimate with Flow) Area = d*B +d 2/2*(Z1 +Z2) Wetted perimeter = B* d+( 1/ sIn (atn(1/Z1)) +1 /sIn(atn(1/L2))) Hydraulic Radus = R = Area/Wetted Perimeter Velodty = 1.496 /n *R ^ .667*s ^ Flow = VdmItyArea n = 0.016 for asphalt s = Imgtudrel slope d gutter 0 Double 0 0 0 Tc (g4) = 1.43 Tc(A +B) = 3.85 Tc(tot.) = 5.29 0.0 Intensity = 3.13 Areas 'C' 0.25 0.00 0.00 0.00 0.00 0.00 0.00 Total A 0.25 0= C*I *A= 0(est) = A= WP = R= V= Tc(gu) = 0(est) = Hddng = 0.53 0.80 0.15 0.90 0 15 0.00 0.00 Comp 'C' 0.53 0.41 ✓ 0.41 0.541476 6.9658 0.0777 0.76 1.43 0.41 2.32 BOWSTRING METHOD (TEN YEAR STORM DESK PROJECT: IJHEANENS SQUARE TIME OF CONCENTRATION (minutes) DETENTION BASIN DESIGN BASIN: C REVIEWIER WI± Tc (overland) Tc (gutter) Areas 'C NtNBER OF DRYWELLS PROPOSED DATE: 9 -29-94 1 Sngle (type A) 0 Double (type 6) Ct = 0.15 L2 = 140 0.31 0.52 Total Area (talc.) (see H1) 0.31 Z1 = 3.5 0.00 0.80 Time d Ccnc. (oalc.) (see H1) 5.60 L1(A) = 50 Z2 = 41 0.00 0.15 Composfte'C' (talc.) (see Fit) 0.52 N(A) = 0 4 6= 0 0.00 0.90 Time of Conc. (min) 5.00 S(A) = 0.008 n = 0.016 0.00 0.15 Area (Acres) 0 31 5 = 0.008 0.00 0.00 C Factor 0.52 Tc (A) = 3.85 d = 0.129 0 00 0.00 Impervious Area (sq. ft) 4230 Total A Comp PC Volume Provided 208' 180 storm. 180 L1(B) = o Tc (gJ) = 1.75 0.31 0.52 Outflow (cfs) 0.3 N(B) = 0 Tc(A +B) = 385 Area* C Fact 0.16 S(B) = 0 O= C*I *A= 0.49 Tc(tot.) = 5.80 O(est) = 0.49 #1 #2 #3 #4 #5 #6 #7 Tc (B) = 0.0 Intensity = 3.07 Time Time Intensity 0 dev. V In V out Sttrage A = 0.370282 Inc. Inc. WP = 5.7601 (min.) (sec.) Qn./fr.) (cfs) (cu. ft.) (cu. ft.) (cu. ft) R = 0.0643 (#1.60) (A *C* (Outf.*#2) ( #5 -#6) Tc (total) = Tc (overland) + Tc (gutter) Tc(gu) = 1.75 5.00 300.00 3.18 0.51 206 90.00 116 Tc (overland) = Ct*(Ll *N/S ^0.6) 0(est) = 0.49 Ct = 0.15 5 300 3.18 0.51 206 90 116 Ll = Length of Overland Flow Hddng = 4.99 10 600 2.24 0.38 253 180 73 N = friction fact of overland flow (.4 fcr average grass cover) 15 900 1.77 0.29 288 270 16 S = average slope of overland flow 20 1200 1.45 0.23 304 380 -56 Tc (gutter) = Length (ft.)/Velocity (ft.sec.)/60 25 1500 1.21 0.20 312 450 - 138 B = Bottom width of gutter cr dlich 30 1800 1.04 0.17 319 540 - 221 Z1 = Iwerse of cross slope one of ditch 35 2100 0.91 0.15 323 630 - 307 Z2 = inverse of cross Slope two of ditch 40 2400 0.82 0.13 331 720 - 389 d = depth of flaw in gutter (estimate, check estimate with Row) 45 2700 074 0.12 334 810 - 476 Area = d*B +d ^22*(Z1 +Z2) 50 3000 0.68 0.11 340 900 - 560 Wetted perimeter = B*d +(1/ sin (atn(121)) +1 /sln(atn(122))) 55 3300 0.64 0.10 351 990 - 639 Hydraulic Radus = R = Area/Wetted Perimeter 60 3600 0 61 0.10 384 1080 -718 Velodly = 1 .486 /n *R ^.667*s ^ 5 65 3900 0.60 0.10 387 1170 -783 Row = Velocity*Nea 70 4200 0.58 0.09 402 1260 -858 n = 0.016 for asphalt 75 4500 0.56 0.09 415 1350 -935 5 = longiludnal slope of gutter 80 4800 0.53 0.09 419 1440 -1021 85 5100 0.52 0.08 436 1530 -1094 90 5400 0.50 0.08 443 1620 -1177 95 5700 0.49 0.08 458 1710 -1252 100 6000 0.48 0.08 472 1800 -1328 DRAINAGE POND CALL LA IONS Required gassy swale pond storage volume = Impervious Area x .5 in./ 12 In./ft = ORYWBI FECCIREMF7JTS - 10 YEAR DESIGN STORM Maximum staage required by Bowstring = Number and typed Drywalls Required = 176 0J. ft provided: 180 cu. ft OKI 116 CU. ft provided: 180 cu. ft OKI 1 Sngle 0 Double BOWSTRING IVE f1-IOD (TEN YEAR STORM DESIGN) PROJECT: CHEANENS SQUARE TIME CF CONCENTRATiON (minutes) DETEN11ON BASIN CESGN BASIN: D REVIEWER: WI-H Tc (overiand) Tc (gotta) Areas 'C' NLMBER CF DRYWE LS PROPOSED DATE: 9-29-94 0 Sngle (type A) 1 Double (type B) Ct = 0.15 L2 = 220 0.76 0.44 Total /lea (Talc.) (see H1) 0 76 Z1 = 3.5 0.00 0.80 Time of Canc. (talc.) (see H1) 5.99 L1(A) = 50 Z2 = 41 0.00 0.15 Composite 'C' (calc) (see H1) 0.44 N(A) = 0.4 8 = 0 0.00 0.90 Time of Canc. (min) 5.00 SR = 0.008 n = 0.016 0.00 0.15 Area (Acres) 0.76 s = 0.01 0.00 0.00 C Factor 0.44 Tc (A ) = 3.85 d = 0.159 0.00 0.00 Impervious Area (sq. ft) 4640 Total A Comp 'C Volume Pranded 208: 208.5 Steen. 208.5 L1(B) = 0 Tc (gu) = 2.14 076 0.44 Outflow (cfs) 1 N(B) = 0 Tc(A +B) = 3.85 0 Area * C' Facto 0.33 S(B) = 0 0= C * I`A= 1.00 Tc(tot) = 5.99 O(est) = 0.96 #1 #2 #3 #4 45 #6 #7 Tc (B) = 0 0 Intensity = 2.99 Time Time Intensity 0 dew. V in V out Sto-age A = 0.562502 Inc. Inc. WP = 7.0997 (min.) (sec.) an./hr.) (cfs) (cu. ft) (cu. ft.) (cu. ft.) R = 0.0792 ( #1 *60) (A *C*43) (Outf. *#2) ( #5 - #6) V = 1.71 Tc (total) = Tc (Overland) + Tc (gutter) Tc(gu) = 2 14 5.00 300.00 3.18 1.06 427 300.00 127 Tc (overland) = Ct*(L1 *WS ^ 05) ^ 0.6) O(est) = 0.96 Ct = 0.15 5 300 3.18 1.06 427 300 127 L1 = Length d Owedand Flow Hddng = 7.84 10 600 2.24 0.75 526 600 - 74 N = frictcn facto of overland flow (.4 fa average crass cower) 15 900 1 77 0.59 593 900 -307 S = average slope of overland flow 20 1200 1.45 0.48 631 1200 -569 Tc (g.ltte") = Length (ft.)Neloclly (fI. /sec.)/m 25 1500 1.21 0.40 648 1500 -852 B = Bottom width of gutter cr ditch 30 1800 1.04 0.35 661 1800 -1139 Zt = Inverse of cr055 Slope One Of ditch 35 2100 0.91 0.30 670 2100 -1430 Z2 = Inverse of cross Slope two of ditch 40 2400 0.82 0.27 686 2400 -1714 d = depth of flow in gutter (estimate, dhedc estimate with Flaw) 45 2700 0.74 0.25 693 2700 - 2007 Area = d*B +d ^2/2*(Z1 +Z2) 50 3000 0.68 0.23 705 3000 - 2295 Wetted perimeter =B*d+ (1/ sin (atn(1 /Z1)) +1 /sin(atn(1/Z2))) 55 3300 0.64 0.21 728 3300 - 2572 Hydaullc F = R = Area/Wetted Perimeter 60 3600 0.61 0.20 755 3600 -2845 Velocity = 1.486/n*R ^ .667 * 5 ^ 5 65 3900 0.60 0.20 803 3900 -3097 Flaw = Velocity*Area 70 4200 0 58 0.19 834 4200 -3366 n = 0.016 far asphalt 75 4500 0.56 0 19 862 4500 -3638 5 = I ongltudnal sloped gutter 80 4800 0.53 0.18 869 4800 -3931 85 5100 0.52 0.17 905 5100 -4195 90 5400 0.50 0.17 920 5400 -4480 95 5700 0.49 016 951 5700 -4749 100 6000 0 48 0.16 979 6000 -5021 DRAINAGE POND CALCLLATiONS Required grassy swale pond storage vdume = Impervious Area x .61n1 12 In./ft. = 193 (L. ft provided: 208.5 cu. ft OKI DRYWBJ_ REQUIREMENTS - 10 YEAR DESIGN STORM Maximum storage required by Bowstring = 127 aJ. ft provided: 208.5 cu. ft OK! Number and type d Drywells Required = 0 Sngle 1 Double BOWSTFING METHOD (TEN YEAR STORM DESIGN) PROJECT: DHEANENS SQUARE TIME CF CONCENTRATION (minutes) DETENTION BASIN DESGN BASIN: E RENEWER: WI-1-1 Tc (werland) Tc (gotta') Areas 'C NUMBER OF DRYWBIS PROPOSED DATE: 9 -29 -94 1 Sngle (type A) o Double (type B) Ct = 0.15 L2 = 220 0.32 0.50 Total Area (talc.) (see H1) 0.32 Z1 = 3.5 0.00 080 Time d Cmc. (calo.) (see H1) 6.47 L1(A) = 50 Z2 = 41 0.00 0.15 Composite 'C' (calc.) (see H1) 0.50 N(A) = 0.4 6 = 0 0.00 0.90 Timed Conc. (min) 5.00 S(A) = 0.008 n = 0.016 0.00 0.15 Area (Aces) 0.32 5 = 0.01 Ot o.o0 0 00 C Factor 0 50 Tc (A) '= 3.85 d = 0.118 0.00 0.00 Impervious Area (sq. ft.) 3150 Total A Comp 'C' Volume Provided 208' 139 Starr 139 L1(B) = 0 Tc (gp) = 2.61 0.32 0.50 QJtilow (cfs) 0.3 N(B) = o Tc(A +B) = 3.85 Area* C' Factor 0.16 S(B) = 0 C =CI *A= 0 Tc(tot.) = 6.47 Q(est) = 0.43 #1 #2 #3 #4 #5 #6 #7 Tc (B) = o.o Intensity = 2.90 Time Time Intensity 0 dew. V In V out Stoage A = 0.309809 Inc. Inc. WP = 5.2690 (min.) (sec.) On./hr.) (cfs) (cu. ft.) (cu. ft.) (cu. ft.) R = 0.0588 ( #1 *60) (A *C#3) (Outf. *#2) ( #5 - #6) 1.40 Tc (total) = Tc (overland) + Tc (gutter) Tc(gu) = 2.61 5.00 300.00 3.18 0.51 205 90.00 115 Tc (overland) = Ct*(L1* WS "05) "0.6) O(est) = 0 43 Ct = 0.15 5 300 3.18 0.51 205 90 115 L1 = Length d Owadand Flaw Hotting = 7.84 10 600 2.24 0.36 252 180 72 N = friction factor of we flow (.4 f o average Bass cover) 15 900 1.77 0.28 284 270 14 S = average slope of wedand flow 20 1200 1.45 0.23 302 360 - 58 Tc (gotta') = Length (ft.)/Velocity (ft. /sec.)/60 25 1500 121 0.19 310 450 - 140 B = Bottom width of gutter o ditch 30 1800 1.04 0.17 316 540 - 224 Z1 = Inverse of cross slope one of ditch 35 2100 0.91 0.15 321 630 - 309 Z2 = inverse of cross slope two of ditch 40 2400 0.82 0.13 328 720 - 392 d = depth of flow In gutter (estimate, died( estimate with Flow) 45 2700 0.74 0.12 332 810 - 478 Area = d*B +d "22 *(Z1 +Z2) 50 3000 0.68 0.11 337 900 - 563 Wetted perimeter = B* d+( 1/ sin(atn(1/Z1)) +1 /sln(am(1/Z2))) 55 3300 0.64 0.10 348 990 - 642 Hydaulic Rad us = R = Area/Wetted Perimeter 60 3600 0.61 0.10 361 1080 -719 Velocity = 1.496 /n *R ".667*s "S 65 3900 0.60 0.10 384 1170 -786 Flow = VdocIty*Area 70 4200 0.58 0.09 399 1260 -861 n = 0.016 fcr asphalt 75 4500 0.56 0 09 412 1350 -938 s = Jot cludnal slope of gutter 80 4800 0.53 0 08 416 1440 -1024 85 5100 0.52 0.08 433 1530 -1097 90 5400 0.50 0.08 440 1620 -1180 95 5700 0.49 0.08 455 1710 -1255 100 6000 0.48 0.08 469 1800 -1331 DRAINAGE POND CALCUA11ONS Required gassy swale pond storage volume = Impervious Area x.5 in./ 121n./ft = 131 cu. ft provided: 139 cu. ft. 0<! DRYWE L FECUIREMENTS - 10 YEAR DESIGN STORM Maximum storage required by Bowstring = 115 cu. ft provided: 139 Cu. ft 0<1 Number and type d Drywells Required = 1 Sngle o Double BOWSTRING METHOD (TEN YEAR STORM DESIGN) PROJECT: DHEANENS SQUARE TIME OF CONCENrW1TION (minutes) DETENTION BASIN DESGN BASIN: F REVIEWER: WFH Tc (undane° Tc (gutter) Areas V NUMBER OF DRYWELLS PROPOSED DATE: 9 -29 -94 1 Sngle (type A) 0 Double (type 8) Ct = 0.15 L2 = 90 0.22 0.70 Total Area (calc.) (see H1) 0.22 Z1 = 3.5 0.00 0.80 Timed Conc. (calc.) (see H1) 5.00 L1(A) = 50 Z2 = 41 0.00 0.15 Composite C (calc.) (see H1) 0.70 N(A) = 0.4 B = 0 0.00 0.90 Time d Conc. (min) 5.00 S(A) = 0.008 n = 0.016 0.00 0.15 Area (Acres) 0.22 5 = 0.01 0.00 0.00 C Factor 0.70 Tc (A) = 3.85 d = 0.123 0.00 0.00 Impevious Area (sq. ft) 5760 Total A Comp C Vdume Provided 208: 244.8 storm. 244.8 L1(B) = 0 Tc (gu) = 1.04 0.22 0.70 Outflow (cfs) 0.3 N(B) = 0 Tc(A +B) = 3.85 Area* C' Facto 0.15 S(B) = o Q= C*I *A= 0.49 Tc(tot.) = 5.00 I(est) = 0.49 #1 #2 #3 #4 #5 #6 #7 Tc (B) = 0.0 Intensity = 3.18 Time Time Intensity 0 dev. V In V out Storage A = 0.33662 Inc. Inc. WP = 5 (min.) (sec.) (in./tr.) (cfs) (cu. ft) (cu. ft.) (cu. ft.) R = 0.0613 ( #1 *60) (A *C*#3) (Outf. *#2) (#5 -#6) V = 1.44 Tc (coal) = Tc (overland) + Tc (gutter) Tc(gu) = 1.04 5.00 300.00 3.18 0 49 197 90.00 107 Tc (overland) = Ct*(L1 *WS ^05) ^06) Q(est) = 0.49 Ct = 0.15 5 300 3.18 0 49 197 90 107 L1 = Length of Condand Row Hddng = 321 10 600 2.24 034 242 180 62 N = friction facto of overland flow (.4 For average gess cover) 15 900 1 77 0 27 273 270 3 S = average slope of overland flaw 20 1200 1 45 0 22 291 360 - 69 Tc (gutter) = Length (ft.)Nelocity (t. /sec.)/60 25 1500 1 21 0 19 299 450 - 151 B = Bottom width of gutter cr ditch 30 1800 1.04 0.16 305 540 - 235 Z1 - Inverse of cross slope one of ditch 35 2100 0 91 0 14 309 630 - 321 Z2 = Inverse of cross slope two of ditch 40 2400 0.82 0.13 316 720 - 404 d = depth of flaw In gutter (estimate, check estivate with Flow) 45 2700 0.74 0 11 319 810 - 491 Area = d*B +d ^2/2*(Z1 +Z2) 50 3000 0.68 0.10 325 900 - 575 Wetted perimeter = B *d +(1/ stn (atn(1 /Z1)) +1 /sln(atn(1/Z2))) 55 3300 0.64 0.10 335 990 - 655 Hydraulic Radus = R = Area/Wetted Perimeter 60 3600 0.61 0.09 348 1080 - 732 Velocity= 1.4B6/n *R ^.667*s ^5 65 3900 0.60 0.09 370 1170 -800 Flow = Velocity*Area 70 4200 0.58 0.09 384 1260 -876 n = 0.016 for asphalt 75 4500 0.56 0.09 397 1350 -953 5 = longitudinal slope of gutter 80 4800 0.53 0.08 400 1440 -1040 85 5100 0.52 0.08 417 1530 -1113 90 5400 050 0.08 424 1620 -1196 95 5700 0.49 0.08 438 1710 -1272 100 6000 048 0.07 451 1800 -1349 CAANAGE POND CPLCLLATIONS Required grassy swale pond storage volume = Impervious Area x .51m/121g/ft = DRYWB1 REQUIREMENTS - 10 YEAR DESGN STORM Maximum stcrage required by Bowstring = Number and type d Drywalls Required = 240 an. fit provided: 244.8 CJ, ft. OCI 107 al. ft provided: 244.8 cu. ft CKI 1 Sngle 0 Double BOWSTRING METHOD (TEN YEAR STORM DESIGN) PROJECT: D EANENS SQUARE TIME CF CONCENTRATION (minutes) DETENTION BASIN DESGN BASIN: G REVIEWER: WFH Tc (overland) Tc (gutter) Naas 'C' NUMBER OF DRYWB±S PROPOSED DATE: 9 -29 -94 0 angle (type A) 1 Double (type B) Ct = 0.15 L2 = 190 0.36 0.53 Total Area (calc.) (see H1) 0 36 Z1 = 3 0.00 0.80 Time d Conc. (talc.) (see H1) 5.60 L1(A) = 45 Z2 = 0.33 0.00 0.15 Composite C (talc.) (see H1) 0.53 N(A) = 0 4 B = 0 0 00 0.90 Time d Conc. (min) 5.00 S(A) = 0.008 n = 0.03 0.00 0.15 Area (Acres) 0 36 s = 0.01 0.00 0.00 O Factor • 0.53 Tc (A) = 3.62 d = 0.465 0.00 • 0.00 Impervious Area (sq. ft) 3150 Total A Comp V Vdume Provided 208: 138.75 storm. 138 75 L1(B) = 0 Tc (gu) = 1.98 0.36 0.53 k (cfs) 0.1 1 N (B) 0 Tc(A +B) = 3.62 - (B) = 0 Q =C*I * A= 0.59 Tc(tot.) = 5.60 Q(est) = 0.58 #1 #2 #3 #4 #5 #6 #7 Tc (B) = 0.0 Intensity = 3.07 Time Time Intensity 0 dev. V in V out Stcrage A = 0.360015 Inc. Inc. WP = 1.9601 (min.) (sec.) (n./M.) (cfs) (cu. ft.) (cu. ft.) (cu. ft.) R = 0.1837 ( #1 *60) (■*C (Outf. *#2) ( #5 -#6) V= 1.60 Tc (total) = Tc (overland) + Tc (gutter) Tc(gu) = 1.98 5.00 300.00 3.18 0.61 244 300.00 -56 Tc (wetland) = Ct*(L1 *IWS ^ 05)"0.6) Q(est) = 0.58 Ct = 0.15 5 300 3.18 0.61 244 300 -56 L1 = Length of Overland Row Hddng = 6.77 10 600 2.24 0.43 300 600 -300 N = fric m faC1cr of overland flow (4 f0• average Bass cover) 15 900 1.77 0.34 338 900 -562 5 = average slope of wetland flaw 20 1200 1.45 0.28 360 1200 -840 Tc (gutter) = Length (ft.)Nelaclty (ftJsec)/EO 25 1500 1.21 0.23 370 1500 -1130 8 = Bottom width of guttr a ditch 30 1800 1.04 0.20 377 1800 -1423 Z1 = Inverse of cross slope one of ditch 35 2100 0.91 0.17 382 2100 -1718 Z2 = Inverse of cross slope two of ditch 40 2400 0.62 0.16 391 2400 -2009 d = depth of flow In gutter (estimate, dled< estimate wfth Flow) 45 2700 0.74 0.14 396 2700 -2304 Area = d*B +d"22 *(Z1 +Z2) 50 3000 0.68 0.13 402 3000 -2598 Wetted perimeter = B* d+( 1 /sin(atn(121)) +1 /sin(aln(122))) 55 3300 0.64 0.12 415 3300 -2885 Hycfraullc Radus = R = Area/Wetted Perimeter 60 3600 0.81 0.12 431 3600 -3169 Velocity = 1.486/n *R ".667*s "5 65 3900 0.60 0.11 458 3900 -3442 Raw = VSOClty*Area 70 4200 0.58 0.11 476 4200 -3724 n = 0.016 far asphalt 75 4500 0.56 0.11 492 4500 -4008 s = Imgltudral sloped gutter 80 4800 0.53 0.10 496 4800 -4304 85 5100 0.52 0.10 516 5100 -4584 90 5400 0.50 0.10 525 5400 -4875 95 5700 0.49 0.09 542 5700 -5158 100 6000 0.48 0.09 559 6000 -5441 CAANACE POND CPLCLIATIONS Required gassy swale paid storage vdume = Impervious Area x .5 In./ 12In.Jft = Number and type d Drywalls Required = 131 al. ft. Resided: 138.75 cu. ft. O(i DRYWELL REQUIREMENTS - 10 YEAR DESIGN STORM Maximum storage required by Bowstring = o cu. ft. provided: 138.75 cu. ft CKI - 0 Single 1 Double BOWSTRNG IvETHCO (TEN YEAR STORM DESIGN) PROJECT: DHEANENS SQUARE TIME OF CONCENTRATION (minutes) DETEN11ON BASIN DESGN BASIN: H REVIEWER: WFH Tc ( wetland) Tc (gate Areas 'C NLMBER CF DRYWBIS PROPOSED DATE: 9 -29 -94 0 Sngle (type A) 1 Double (type B) Ct = 0.15 L2 = 280 0.41 0.47 Total Area (calc.) (see H1) 0.41 Z1 = 3 0.00 0.80 Time of Canc. (calc.) (see H1) 6.60 L1(A) = 45 Z2 = 0.33 0.00 0.15 Composite C (talc.) (see H1) 0.47 N(A) = 0.4 B = 0 0.00 0.90 Time d Conc. (min) 5.00 S(A) = 0.008 n = 0.03 bk 0.00 0.15 Area (Acres) 0.41 s = 0.01 0.00 0.00 C Factor 0.47 Tc (A) = 3.62 d 0.45 0.00 0.00 Impervious Area (sq. ft) 3020 Total A Comp "C Volume Provided 208: 251.9 storm: 251.9 L1(B) = 0 Tc (tau) = 2.98 0.41 0.47 Outflow (cfs) 1 N(B) = 0 Tc(A +B) = 3.62 Area' C Facto 0.19 S(B) = 0 O =CI'A= 0.55 Tc(tot.) = 6.60 O(est) = 0.53 #1 1E2 113 #4 #5 #6 #7 Tc (B) = 0.0 Intensity = 2.88 Time Time Intensity 0 dev. Vin V out Stcrage A = 0.337163 Inc. Inc. WP = 1 8969 (min.) (sec.) On./hr.) (cfs) (cu. ft.) (cu. ft.) (cu. ft.) R = 0.1777 ( #1960) (A*C`#3) (Oulf.`#2) (#5 -#6) V= 1.56 Tc (total) = Tc (overland) + Tc (gutter) Tc(gu) = 2.98 5.00 300 00 3 16 0.61 246 300.00 -54 Tc (overland) = CP L1 *NfS ^05) ^ 0.6) D(est) = 0.53 Ct = 0.15 5 300 3 18 0.61 246 300 -54 L1 = Length d Overland Row Hddng = 9.98 10 600 2 24 0.43 303 600 -297 N = friction facto of overland flow (.4 fn' average grass cover) 15 900 1.77 0.34 342 900 -558 S = average slope of overland flow 20 1200 1.45 0.28 364 1200 -836 Tc (gutter) = Length (ft.)MelacIty (ft./sec.)/W 25 1500 1.21 0.23 374 1500 -1126 B = Bottom width of gutter or ditch 30 1800 1.04 0.20 381 1800 -1419 Z1 = Inverse of cross slope one of ditch 35 2100 0.91 0.18 386 2100 -1714 Z2 = Inverse of cross slope two of ditch 40 2400 0.82 0.16 395 2400 -2005 d - depth of flow In gutter (estimate, doedc estrmte with Flow) 45 2700 0.74 0.14 400 2700 -2300 Pisa = d'B +d ^ 2Q • (Z1 +Z2) 50 3000 0.68 0.13 406 3000 -2594 Wetted perimeter =B•d+ (1/ sin (atn(1 /Z1)) +1 /sin(atn(1/Z2))) 55 3300 0.64 0.12 420 3300 -2880 HydBuIlc Radus = R = AreajWetted Perimeter 60 3600 0.61 0.12 435 3600 -3165 Velocity = 1.488 /n`R ^.667`5^5 65 3900 0.60 0.12 463 3900 -3437 Flow = VelocityArea 70 4200 0.58 0.11 481 4200 -3719 n = 0.016 for asphalt 75 4500 0.56 0.11 497 4500 -4003 5 = Imgtudrtal slope d gutter 80 4800 0.53 0.10 501 4800 -4299 85 5100 0.52 0.10 521 5100 -4579 90 5400 0.50 0.10 530 5400 -4870 95 5700 0.49 0.09 548 5700 -5152 100 6000 048 0.09 564 6000 -5436 DRAINAGE POND CALCILAT1ONS Required gassy swap prod storage vdume = Impervious Area x .5 In./ 12 In./ft. = DRYWaL REC JIREMENTS - 10 YEAR DESGN STORM Maximum swage required by Bowstring = Number and type d Drywalls Required = 126 cu. ft. provided: 251.9 cu. ft CKI 0 cu. ft provided: 251.9 cu. ft 0<1 0 Sngle 1 Double BOWSTRNG METHOD (TEN YEAR STORM DESIGN) PROJECT: oHEANENS SQUARE TIME CF CCNCENTRATION (minutes) DETENTION BASIN DESIGN BASIN: I REVIEWER: WH-I Tc (wetland) Tc (gutter) Areas 'C NUMBER OF DRYWBIS PROPOSED DATE: 9 -29 -94 0 Sngle (type A) 1 Double (type 8) Ct = 0.15 L2 = 195 0.31 0.81 Total Area (Talc.) (see H1) 0.31 Z1 = 3 0.00 0.80 Time d Cmc. (talc) (see H1) 5.74 L1 (A) = 40 Z2 = 41 0.00 0.15 Composite 'C' (talc.) (see H1) 0.61 N(A) = 0.4 B = 0 0.00 0.90 Time d Cmc. (min) 5.00 S(A) = 0.008 n = 0.016 0.00 0.15 Area (Acres) 0.31 s = 0.008 0.00 0.00 C Factor 0.61 Tc (A) = 3.37 d = 0.135 0.00 0.00 Impavious Area (sq. ft) 3500 Total A Comp 'C Volume Provided 208: 148.5 stain. 148.5 L1(B) = 0 Tc (gu) = 2.37 0 31 0.61 Cmflow (cfs) 1 N(B) = 0 Tc(A +B) = 3.37 Area ` C' Facto 0.19 5(B) = 0 Q= C`I *A= 0.58 Tc(tot.) = 5.74 Q(est) = 0.55 #1 #2 #3 #4 #5 #6 #7 Tc (B) = 0.0 Intensity = 3.04 Time lime Intensity Qdew. Vin Vout Stcrage A= 0.40095 Inc. Inc. WP = 5.9638 (min.) (sec.) Qn./M.) (cfs) (cu. ft.) (cu. ft) (cu. ft.) R = 0.0672 ( #1`60) (A'C#3) (Outf.`#2) (#5 -#6) V= 137 Tc (total) = Tc (overhand) + Tc (gutter) Tc(gu) = 2.37 5.00 300.00 3.18 060 242 300.00 -58 Tc (wetland) = Cr(L1'NS ^05)^0.6) Q(est) = 0.55 Ct = 0.15 5 300 3.18 0 60 242 300 -58 Li = Length d Overland Flow Hotting = 6.95 10 600 2.24 0 42 297 600 -303 N = frictlai fact<r of overland flow (.4 fa average gess cove) 15 900 1 77 0 33 335 900 -565 S = average slope of oraland flow 20 1200 1 45 0 27 357 1200 -843 Tc (gutter) = Length (ha/Velocity Qtjsec j/W 25 1500 1.21 0.23 367 1500 -1133 B = Bottom width of gutter o ditch 30 1800 1.04 0.20 374 1800 -1426 Z1 - Inverse of cross slope one of ditch 35 2100 0.91 0.17 379 2100 -1721 Z2 - Inverse of cross slope two of ditch 40 2400 0.82 0.16 388 2400 -2012 d = depth of flow in gutter (estimate, check estimate with Flow) 45 2700 0.74 0.14 392 2700 -2308 Area = cr B +d ^2(2"(21 +Z2) 50 3000 0.68 0.13 399 3000 -2601 Wetted perimeter = B* d+( 1 /sin(atn(121)) +1 /sin(atn(122))) 55 3300 0.64 0.12 412 3300 -2888 HydaulIc Radus = R = Mea/Wetted Perimeter 60 3600 0.61 0.12 427 3600 -3173 Velocity = 1.486 /n { R ^ .667's ^ 5 65 3900 0.60 0.11 454 3900 -3446 Flow = VBlocItyArea 70 4200 0 58 0 11 472 4200 -3728 n = 0016 for asphalt 75 4500 0.56 0.11 487 4500 -4013 s = laigtudrel slope at gutty 80 4800 0.53 0.10 491 4800 -4309 85 5100 0.52 0.10 512 5100 -4588 90 5400 0.50 0.09 520 5400 -4880 95 5700 0.49 0.09 538 5700 -5162 100 6000 0.48 0.09 554 6000 -5446 DRAINAGE POND CALQLATIONS Required gassy swale paid storage volume = Impervious Area x .5 in./ 12 In./ft = Number and type Drywalls Required = 146 c1. ft provided: 148 5 cu. ft 0(I DRyWB.L PECUIREMENTS - 10 YEAR OESGN STORM Maximum storage required by Bowstring = 0 w. ft provided: 148.5 a1. ft 0(1 0 Sngle 1 Double BOWSTRING METHOD (TEN YEAR STORM DESIGN) PROJECT: DHEANENS SQUARE TIME CF CONCEMRAIION (minutes) DETENTION BASIN DESIGN BASIN: J REVIEWER: WHO Tc (overland) Tc (gotta Meas 'C NUMBER OF DRYWELLS PRCPOSED DATE: 9 -29 -94 1 Sngle (type A) 0 Double (type B) Ct = 0.15 L2 = 400 0.81 0.40 Total Meer (cat.) (see H1) 0.81 Z1 = 3.5 0.00 0.80 Time d Cmc. (calc.) (see H1) 7 19 L1(A) = 30 / Z2 = 41 0.00 0.15 Composite 'C' (calc.) (see H1) 0.40 N(P = 04 B = 0 0.00 0 Timed Conc. (min) 5.00 S(A) = 0.008 n = 0.016 / 0.00 0.15 Area (Acres) 0.131 s = 0.008 / 0.00 0.00 C Factor 0.40 Tc (A) = 2.84 d = 0.159 0.00 0.00 Impervious Area (sq. ft) 10850 Total A Comp C Vdume Provided 208: 466 storm. 466 L1(B) = o Tc (tau) = 4.35 0.81 0 4o Outlaw (cfs) 0.3 N(B) = o Tc(A +B) = 2.84 Pc ea * C' Facto 0.32 S(B) = 0 D =CI *A= 0.90 Tc(tot) = 7.19 D(est) = 086 #1 #2 #3 #4 #5 46 #7 Tc (B) = 0.o Intensity = 2.77 lime Time Intensity Odev. Vin Vout S[vage A= 0.562502 Inc. Inc. WP = 7.0997 (min.) (sec.) QnJM.) (cfs) (cu. ft.) (cu. ft.) (cu. ft.) R = 0.0792 ( #1 *60) (A *C*#3) (Outf. *#2) ( #5 -#6) V = 1.53 Tc (total) = Tc (overland) + Tc (gutter) Tc(gu) = 4.35 5.00 300.00 3.18 1 03 414 90.00 324 Tc (overland) = Ct*(L1 *N/5 ^ 05) ^ 0.6) D(est) = 0.86 Ct = 0.15 5 300 3.18 1 03 414 90 324 L1 = Length d Overland Row Hddng = 14.25 10 600 2 24 0 73 509 180 329 N = friction fact" of overland flow (.4 fa average grass cover) 15 900 1 77 0.57 575 270 305 5 = average slope of overland flow 20 1200 1.45 0.47 612 360 252 Tc (glt[er) = Length (Ft.)/VeI I1y (ttjsec.)�J 25 1500 1.21 0.39 628 450 178 B = Bottom width of gutter rr ditch 30 1800 1 04 0.34 641 540 101 21 = inverse of cross slope one of ditch 35 2100 0.91 0.29 649 630 19 Z2 = inverse of cross slope two of ditch 40 2400 0.82 0.27 865 720 -55 d = depth of flow In gutter (estimate, check estimate with Row) 45 2700 0.74 0.24 672 810 -138 Area = d * B +d ^ 22*(Z1 +Z2) 50 3000 0.68 0.22 663 900 -217 Wetted perimeter = B*d +(1/ sin (atn(1 /Z1)) +1 /sin(atn(1/72))) 55 3300 0.64 0.21 705 990 -285 Hydaulic Radus = R = Area/Wetted Perimeter 60 3600 0.61 0.20 732 1080 -348 Velodly = 1.486/n *R .667*s ^ 5 65 3900 0.60 0.19 778 1170 -392 Flaw = VS Ity*Area 70 4200 0.58 0.19 808 1260 -452 n = 0.016 for asphalt 75 4500 0.56 0.18 835 1350 -515 $ = Imgiludnal slope gutter 80 4800 0.53 0.17 842 1440 -598 85 5100 0.52 0.17 876 1530 -654 90 5400 0.50 0.16 891 1620 -729 95 5700 0.49 0.16 921 1710 -789 100 6000 0.48 0.16 949 1800 -851 DRAINAGE POND CALL J ATIONS Required gassy Swale pond simage vdume = Impervious Area x .5 In./ 12 In./ft. = DRYWBI REQUIREMENTS - 10 YEAR DESGN STORM Mkldmum storage required by Bowstring = Number and type d Drywells Required = 452 cu. ft provided: 466 cu. ft CK! 329 cu. ft provided: 466 at. ft. CK! 1 Sngle 0 Double BOWSTFING METHOD (TEN YEAR STORM DESIGN) PROJECT: DHEANENS SQUARE TIME OF CONCENTRATION (minutes) CIETEN110N BASIN CESIGN BASIN: K REVIEWER: WI Tc (wetland) Tc (gutter) Areas 'C NUMBER CF DRYWBIS PROPOSED DATE: 9 -29 -94 1 Sngle (type A) 1 Double (type B) Ct = 0.15 1.2 = 540 1.98 0.56 Total kea (calc.) (see H1) 1.98 Z1 = 3.5 0.00 0.80 Timed Cmc. (talc.) (see H1) 8 25 L1(A) = 50 Z2 = 41 0.00 0.15 Composite I C I (calc.) (see H1) 0.56 N(A) = 0.4 B = 0 0.00 0.90 Time d Cmc. (min) 5.00 S(A) = 0.008 n = 0.016 0.00 0.15 Area (Acres) 1.98 s = 0.008 0.00 0.00 C Fac1m 0.56 Tc (A) = 3.85 d = 0.246 b� 0.00 - 0.00 Impervious Area (sq. ft) 28960 Total A Comp 'C Volume Provided 208: 1456.5 storm, 1456.5 L1(B) = 0 Tc (gu) = 4.39 1.98 0.56 Outflow (cfs) 1.3 N(B) = 0 Tc(A +B) = 3 85 free * C' Facto 1.11 S(B) = 0 Q=C*I*A= 2.85 Tc(tot.) = 8.25 Q(est) = 2.76 #1 #2 #3 #4 #5 #6 #7 Tc (B) = 0.0 Intensity = 2.57 Time Time Intensity 0 elev. V In V out Storage A = 1.346481 Inc. Inc. WP = 10.9845 (min.) (sec.) On./1r.) (cfs) (cu. ft.) (cu. ft.) (cu. ft.) R = 0.1226 ( #1 *60) (A *C*#3) (Oua. *#2) (#5 -#6) V = 2.05 Tc (total) = Tc (Overhand) + Tc (gutter) Tc(gu) = 4.39 5.00 300.00 3.18 3.53 1417 390.00 1027 Tc ( wedand) = Ct*(L1 *Ny5 "05) "0.6) G(esl) = 2.76 Ct = 0.15 5 300 3.18 3 53 1417 390 1027 LI = Length d Overland Flow Hdding = 19.24 10 600 2.24 2.48 1744 780 964 N = fric lm factor of overland flow (.4 far average grass cover) 15 900 1.77 1.96 1967 1170 797 S = average slaps of overland flow 20 1200 1.45 1.61 2093 1560 533 Tc (gotta) = Length (ft.)/Velocity (11./sec.)/E0 25 1500 1 21 1.34 2149 1950 199 8 = Bottom width of gutter ar ditch 30 1800 1 04 1.15 2193 2340 -147 Z1 = Inverse Of cross slope one of ditch 35 2100 0.91 1.01 2222 2730 - 508 Z2 = Irverse of Goss slope two of ditch 40 2400 0 82 0.91 2275 3120 -845 d = depth Of flow In gutter (estimate, chedk estimate with Flow) 45 2700 0.74 0.82 2299 3510 -1211 Area = d*B +d "2/2*(Z1 +Z2) 50 3000 0.68 0.75 2339 3900 - 1561 Wetted pedmeta= B *d +(1/ sin (atn(1 /Z1)) +1 /sin(atn(1/Z2))) 55 3300 0.64 0.71 2414 4290 - 1876 Hydaulic Racius = R = frea'Wetted Perimeter 60 3600 0.81 0.68 2504 4680 -2176 Velocity = 1 .486/n *R ".667*s "5 65 3900 0.60 0.67 2662 5070 -2408 Flow = Velocity*Area 70 4200 0.58 0.64 2767 5460 -2693 n = O.016 for asphalt 75 4500 0.56 0.62 2858 5850 -2992 $ = Imglludral sloped gutter 80 4800 0.53 0.59 2881 6240 -3359 85 5100 0.52 0.58 2999 6630 -3631 90 5400 0.50 0.55 3050 7020 -3970 95 5700 0.49 0.54 3152 7410 -4258 100 6000 0.48 0.53 3248 7800 -4552 DRAINAGE POND CPLCU ATIONS Required grassy Swale paid storage volume = Impervious Area x .5 In./ 12 in./ft = DRYWE L F€CUIREMENTS - 10 YEAR DESIGN STORM Maximum storage required by Bowstring = 1027 w. ft provided: 1458.5 w. ft CKI Number and type d Dywells Required = 1207 cu. ft 10.7. provided: 1456 5 cu. ft OC! 1 Sngle 1 Double INLET NUMBER 1 LENGTH 4.0 STATION 3 +40 L TOTAL PEAK DISCHARGE = 0.18 (cfs) GUTTER SLOPE = 0.0062 FT /FT PAVEMENT CROSS SLOPE = 0.0200 FT /FT SPREAD W W/T SW SW /SX Eo a S'W SE 2.40 1.5 0.62 0.0810 4.1 0.98 3.1 0.172 0.189 XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX REQUIRED LENGTH (ft) = 2.1 EFFICIENCY= 1.00 CFS INTERCEPTED= 0.18 CFS CARRYOVER= 0.00 Press any key to continue INLET NUMBER 2 LENGTH 3.8 STATION 11+11 TOTAL PEAK DISCHARGE = 0.43 (cfs) GUTTER SLOPE = 0.0200 FT /FT PAVEMENT CROSS SLOPE = 0.0250 FT /FT SPREAD AT A SLOPE OF .020 (ft. /ft.) AND 0.43 (cfs) IS 4.03 (ft.) XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX P EFFEC. LENGTH (ft) = 6.53 H (ft) = 0.330 DEPTH OF WATER (ft) = 0.09 SPREAD (ft) = 3.74 INLET NUMBER 3 Press any key to continue LENGTH 4.0 STATION 10 +00 L TOTAL PEAK DISCHARGE = 0.50 (cfs) GUTTER SLOPE = 0.0080 FT /FT PAVEMENT CROSS SLOPE = 0.0243 FT /FT SPREAD AT A SLOPE OF .008 (ft. /ft.) AND 0.49 (cfs) IS 5.12 (ft.) XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX P EFFEC. LENGTH (ft) = 6.70 H (ft) = 0.330 DEPTH OF WATER (ft) = 0.10 SPREAD (ft) = 4.18 Press any key to continue INLET NUMBER 4 LENGTH 12.0 STATION TOTAL PEAK DISCHARGE = 0.97 (cfs) GUTTER SLOPE = 0.0100 FT /FT PAVEMENT CROSS SLOPE = 0.0243 FT /FT SPREAD W W/T SW SW /SX Eo a S'W SE 6.34 1.5 0.24 0.0243 1.0 0.51 2.0 0.111 0.081 XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX REQUIRED LENGTH (ft) = 8.0 EFFICIENCY= 1.00 CFS INTERCEPTED= 0.97 CFS CARRYOVER= 0.00 INLET NUMBER 5 Press any key to continue LENGTH 5.0 STATION 14 +70 R TOTAL PEAK DISCHARGE = 0.44 (cfs) GUTTER SLOPE = 0.0100 FT /FT PAVEMENT CROSS SLOPE = 0.0243 FT /FT SPREAD W W/T SW SW /SX Eo a S'W SE 4.71 1.5 0.32 0.0243 1.0 0.64 2.0 0.111 0.095 XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX REQUIRED LENGTH (ft) = 5.2 EFFICIENCY= 1.00 CFS INTERCEPTED= 0.44 CFS CARRYOVER= 0.00 INLET NUMBER 9 Press any key to continue LENGTH 4.0 STATION 11 +85 L TOTAL PEAK DISCHARGE = 0.56 (cfs) GUTTER SLOPE = 0.0080 FT /FT PAVEMENT CROSS SLOPE = 0.0243 FT /FT SPREAD AT A SLOPE OF .008 (ft. /ft.) AND 0.56 (cfs) IS 5.38 (ft.) XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX P EFFEC. LENGTH (ft) = 6.70 H (ft) = 0.330 DEPTH OF WATER (ft) = 0.11 SPREAD (ft) = 4.51 Press any key to continue INLET NUMBER 10 INLET NUMBER 11 LENGTH 8.0 STATION 13 +41 L TOTAL PEAK DISCHARGE = 0.41 (cfs) GUTTER SLOPE = 0.0080 FT /FT PAVEMENT CROSS SLOPE = 0.0243 FT /FT SPREAD W W/T SW SW /SX Eo a S'W SE 4.79 1.5 0.31 0.0243 1.0 0.63 2.0 0.111 0.095 XXXXXXXXXX CURB INLET ON A CONTINUOUS GRADE XXXXXXXXXX REQUIRED LENGTH (ft) = 4.8 EFFICIENCY= 1.00 CFS INTERCEPTED= 0.41 CFS CARRYOVER= 0.00 Press any key to continue LENGTH 4.0 STATION 11 +85 R TOTAL PEAK DISCHARGE = 0.30 (cfs) GUTTER SLOPE = 0.0080 FT /FT PAVEMENT CROSS SLOPE = 0.0243 FT /FT SPREAD AT A SLOPE OF .008 (ft. /ft.) AND 0.30 (cfs) IS 4.26 (ft.) XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX P EFFEC. LENGTH (ft) = 6.70 H (ft) = 0.330 DEPTH OF WATER (ft) = 0.07 SPREAD (ft) = 2.97 Press any key to continue FROM 5 FROM * * * ** STAR 6 INV 7 I'IV 8 INy 9 INV` FROM * * * ** START 6 INV 7 INV 8 INV 9 INV / 133 ANGLE DIST P1716 DHAENENS SQUARE PUD EXTERIOR STREET CENTERLINES 3 -7 -94 MD.B. AUTO INVERSE * * * ** START 1500.00000 1 INV N 0 13 34.0 W 1338.3600 2838.34958 2 INV N 89 59 24.0 E 1333.1300 2838.58225 3 INV S 0 12 38.0 E 1336.0000 1502.59127 4 INV S 89 53 19.0 W 1332.7600 1500.00025 LAT & DEP - 0.00025 - 0.00047 HCLOSE S 61 36 42.8 W 0.0005 1500.00000 1500.00000 PREC = 1 TO 10010974 Area = 1782380.08 sq ft 40.91782 ac ANGLE DIST NORTH EAST TRACT § SIDELINES BASED ON STREET CENTERLINES gb 0 INVERSE O 13 34.0 9 53 19.0 E O t. 3 89 24.E W ANGLE TRACT 174,175,180,181 SIDELINES FROM STREET CENTERLINES AUTO INVERSE S 0 13 34.0 E 1298.3596 N 89 53 19.0 E 1302.7659 N 0 12 38.0 W \ 1296.0529 S 89 59 24.0 W \1303.1244 NO CLOSURE ERROR Area = 1690181.48 sq ft FROM ANGLE D CAL BOUNDRY TRACTS 174,175,180,181 AUTO INVERSE * * * ** START 6 INV S 0 13 34.0 E 10 INV S 0 13 34.0 E 7 INV N 89 53 19.0 E 11 INV N 89 53 19.0 E 8 INV N 0 12 38.0 W 12 INV N 0 12 38.0 W 9 INV S 89 59 24.0 W 13 INV S 89 59 24.0 W NO CLOSURE ERROR Area = 1690181.48 sq ft ERROR:Invalid Command: ia. FROM ANGLE DIST TRACTS 174,175,180,181 AS SHOWN ON PLAT AUTO INVERSE * * * ** START 6 INV 1'298. 3600 15 INV 130'2. 7500 16 INV 1296.0600 17 INV 1303. 1'200 S 0 13 34.0 E N 89 53 19.0 E N 0 12 38.0 W S 89 59 24.0 W LAT & DEP 954 4298.3596 ' 520.00 4 1302.76 \1522.5328 1296"- 2818.57703 Gam] 13'1...1244 2818.34 DIST ���NORTH 649.1798 649.1798 666.3800 636. 3859 648 ?.0265 648.0265 636.5500 666.5744 NORTH EAST 2818.34959 1520.00014 1522.53285 2818.57703 2818.34959 2818.34959 38.80123 ac NORTH 2818.34959 2169. 17486 1520.00014 1521.29565 1522. 53285 2170.55494 2818. 57703 2818.46593 2818. 34959 2818.34959 38.80123 ac NORTH 2818.34959 '1519.99970 1522.53238 2818.58363 2818. 35619 - 0.00660 1500.00000 1494.71833 2827.84831 2832.75795 1500.00047 1494.797 "6 1499 107 .68446 _97.92163 1494:7„9726 EAST 1494.79726 1499.92107 2802.68446 2797.92163 1494.79726 1494.79726 EAST 1494.79726 6 1497.35917 10 1499.92107 7 2166.29981 11 2802.68446 8 2800.30305 12 2797.92163 9 2161.37164 13 1494.79726 6 1494.79726 6 EAST TO 1494.79726 1499.92107 2802.66861 2797.90575 1494.78577 0.01149 TO 1 TO 6 7 8 9 6 TO 7 8 9 6 6 TO 6 15 16 17 18 18 HCLOSE S 60 08 02.7 ,E 0.0133 2818.34959 1494.79726 6 PREC = 1 TO 392373 Area = 1690170.10 sq ft 38.80097 ac FROM ANGLE DIST NORTH EAST TO DIVISION OF TRACTS 174,175,180,181 AS PER PLAT - AUTO INVERSE * * * ** START 2818.34959 1494.79726 6 6 INV S 0 13 34.0 E 649.1800 2169.17465 1497.35917 19 19 INV S 0 13 34.0 E 649.1800 1519.99970 1499.92107 15 15 INV N 89 53 19.0 E 666.3800 1521.29521 2166.29981 20 20 INV N 89 53 19.0 E 636.3700 1522.53238 2802.66861 16 16 INV N 0 12 38.0 W 648.0300 2170.55800 2800.28718 21 21 INV N 0 12 38.0 W 648.0300 2818.58363 2797,90575 17 17 INV S 89 59 24.0 W 636.5500 2818.47253 2161.35576 22 22 INV S 89 59 24.0 W 666.5700 2818.35619 1494.78577 18 LAT & DEP - 0.00660 0.01149 18 HCLOSE S 60 08 02.7 E 0.0133 2818.34959 1494.79726 6 PREC = 1 TO 392373 _ Area = 1690170.10 sq ft 38.80097 ac FROM ANGLE DIST NORTH EAST TO TRACT 180 SIDELINES PER PLAT AUTO INVERSE * * * ** START 2169.17465 1497.35917 19 19 INV S 0 13 34.0 E 649.1800 1519.99970 1499.92107 15 15 INV N 89 53 19.0 E 666.3800 1521.29521 2166.29981 20 20 INV N 0 13 06.0 W 648.5900 2169.88050 2163.82828 24 24 INV S 89 56 22.0 W 666.4800 2169.17610 1497.34865 25 LAT & DEP - 0.00146 0.01051 25 HCLOSE S 82 06 18.7 E 0.0106 2169.17465 1497.35917 19 PREC = 1 TO 247815 Area = 432432.24 sq ft 9.92728 ac 25 INV N 89 56 22.0 E 666.4800 2169.88050 2163.82828 24 FROM ANGLE DIST NORTH EAST TO TRACT 181 SIDELINES AUTO INVERSE * * * ** START 2169.88050 2163.82828 24 24 INV S 0 13 06.0 E 648.5900 1521.29521 2166.29981 20 20 INV N 89 53 19.0 E 636.3700 1522.53238 2802.66861 16 16 INV N 0 12 38.0 W 648.0300 2170.55800 2800.28718 21 21 INV S 89 56 22.0 W 636.4800 2169.88531 2163.80753 26 LAT & DEP - 0.00481 0.02075 26 HCLOSE S 76 56 49.1 E 0.0213 2169.88050 2163.82828 24 PREC = 1 TO 120659 Area = 412594.43 sq ft 9.47186 ac FROM ANGLE DIST NORTH EAST TO EAST 1/2 OF TRACT 180 AUTO INVERSE * * * ** START 1521.29521 2166.29981 20 20 INV N 0 13 06.0 W 648.5900 2169.88050 2163.82828 24 24 INV S 89 56 22.0 W 333.2400 2169.52830 1830.58847 27 27 INV S 0 13 20.0 E 648.8900 1520.64318 1833.10519 28 28 ' INV N 89 53 19.0 E 333.1900 1521.29094 2166.29456 29 LAT & DEP 0.00427 0.00526 29 HCLOSE N 50 54 12.5 E 0.0068 1521.29521 2166.29981 20 PREC = 1 TO 289876 Area = 216171.70 sq ft 4.96262 ac FROM ANGLE DIST NORTH EAST TO PLAT BOUNDRY AUTO INVERSE * * * ** START 152(7 4318 1833.10519 28 28 INV N 0 13 20.0 W 484.9700 2005. 1831.22423 30 30 INV N 89 46 40.0 E 87.8400 2005.95022 1919.06357 31 31 INV 5 b2 01 40.0 E 100.0000 1944.42229 1997.89448 32 RADIAL N 52 01 417 0 W DELTA 3 23 1 3 RT RADIUS 35:..0000 TAN 10.4948 L -ARC 20.9835 RADIAL N 48 38 28.0 W RP 1725.99811 2277.74423 33 3'2 CHORD N 39 39 56.0 E 20.9805 1960.57270 2011.28642 34 TAN @PT N 41 21 32.0 E 34 INV S 48 38 28.0 E 120.5000 1880.94949 2101.73196 35 RADIAL N 48 38 28.0 W DELTA 36 28 21.0 RT RADIUS 234.5000 TAN 77.2641 L -ARC 149.2745 RADIAL N 12 10 07.0 W RP 1725.99811 2277.74423 36 35 CHORD N 59 35 42.5 E 146.7669 1955.22925 2228.31414 37 TAN @PT N 77 49 53.0 E 37 INV S 12 10 07.0 E 163.9300 1794.98251 2262.86883 38 38 INV N 89 56 22.0 E 128.5900 1795.11842 2391.45876 39 39 INV S 0 03 38.0 E 63.3900 1731.72845 2391.52575 40 40 INV N 89 53 19.0 E 110.3700 1731.94302 2501.89554 41 41 INV S 0 12 38.0 E 210.0000 1521.94444 2502.66727 42 42 INV S 89 53 19.0 W 669.5700 1520.64273 1833.09853 43 LAT & DEP 0.00045 0.00665 43 HCLOSE N 86 05 41.5 E 0.0067 1520.64318 1833.10519 28 PREC = 1 TO 346387 Area = 241938.83 sq ft 5.55415 ac ERROR:Invalid Command: ia. FROM ANGLE DIST NORTH EAST TO TRACT C AND BLOCK 2 SIDELINES AUTO INVERSE * * * ** START 2005.60954 1831.22423 30 30 INV N 89 46 40.0 E 87.8400 2005.95022 1919.06357 31 31 INV S 52 01 40.0 E 100.0000 1944.42229 1997.89448 32 RADIAL N 52 01 40.0 W DELTA 38 05 01.0 LT RADIUS 355.0000 TAN 122.5261 L -ARC 235.9630 RADIAL S 89 53 19.0 W RP 1725.99811 2277.74423 46 32 CHORD S 18 55 49.5 W 231.6432 1725.30796 1922.74490 47 TAN @PT S 0 06 41.0 E 47 INV S 0 06 41.0 E 37.4900 1687.81803 1922.81778 48 RADIAL N 89 53 19.0 E DELTA 90 00 00.0 RT RADIUS 20.0000 TAN 20.0000 L -ARC 31.4159 RADIAL S 0 06 41.0 E RP 1687.77915 1902.81782 49 48 CHORD S 44 53 19.0 W 28.2843 1667.77918 1902.85670 50 TAN@PT S 89 53 19.0 W 50 INV S 89 53 19.0 W 40.0000 1667.70142 1862.85678 51 51 INV S 0 06 41.0 E 30.0000 1637.70148 1862.91510 52 52 INV N 89 53 19.0 E 30.0000 1637.75980 1892.91505 53 RADIAL N 0 06 41.0 W DELTA 90 00 00.0 RT RADIUS 20.0000 TAN 20.0000 L -ARC 31.4159 RADIAL N 89 53 19.0 E RP 1617.75984 1892.95393 54 53 CHORD S 45 06 41.0 E 28.2843 1617.79872 1912.95389 55 TRN @PT 5 0 06 41.0 E 55 INV S 0 06 41.0 E 63.0000 1554.79884 1913.07637 56 RADIAL N 89 53 19.0 E DELTA 90 00 00.0 RT RADIUS 20.0000 TAN 20.0000 L -ARC 31.4159 RADIAL S 0 06 41.0 E RP 1554.75996 1893.07641 57 56 CHORD S 44 53 19.0 W 28.2843 1534.75999 1893.11529 58 TRN @PT 5 89 53 19.0 W 58 INV S 89 53 19.0 W 60.0700 1534.64321 1833.04540 59 59 INV N 0 13 20.0 W 470.9700 2005.60967 1831.21874 60 LAT & DEP - 0.00013 0.00549 60 HCLOSE S 88 36 45.7 E 0.0055 2005.60954 1831.22423 30 PREC = 1 TO 227749 Area = 47046.92 sq ft 1.08005 ac FROM ANGLE DIST NORTH EAST TO BLOCK 3 SIDELINES AUTO INVERSE * * * ** START 1880.94949 2101.73196 35 RADIAL N 48 38 28.0 W DELTA 41 28 13.0 LT RADIUS 234. 5000 TAN 88.7746 L -ARC 169.7294 RADIAL S 89 53 19.0 W RP 1725.99811 2277.74423 61 35 CHORD S 20 37 25.5 W 166.0487 1725.54222 2043.24467 62 TRN @PT S 0 06 41.0 E 62 INV S 0 06 41.0 E 37.4900 1688.05229 2043.31756 63 RADIAL N 89 53 19.0 E DELTA 90 00 00.0 RT RADIUS 20.0000 TAN 20.0000 L -ARC 31.4159 RADIAL S 0 06 41.0 E RP 1688.01341 2023.31759 64 63 CHORD S 44 53 19.0 W 28.2843 1668.01345 2023.35648 65 TAN @PT S 89 53 19.0 W 65 INV S 89 53 19.0 W 50.5000 1667.91527 1972.85657 66 RADIAL S 0 06 41.0 E DELTA 90 00 00.0 RT RADIUS 20.0000 TAN 20.0000 L -ARC 31.4159 RADIAL S 89 53 19.0 W RP 1687.91523 1972.81769 67 66 CHORD N 45 06 41.0 W 28.2843 1687.87635 1952.81773 68 TRN @PT N 0 06 41.0 W 68 INV N 0 06 41.0 W 37.4900 1725.36628 1952.74484 69 RADIAL S 89 53 19.0 W DELTA 41 28 13.0 RT RADIUS 325.0000 TAN 1'23. 0351 L -ARC 235.2327 RADIAL N 48 38 28.0 W RP 1725.99811 2277.74423 70 69 CHORD N 20 37 25.5 E 230.1315 1940.74949 2033.80398 71 TAN @PT N 41 21 32.0 E 71 INV S 48 38 2 1 E 90.5000 1880 4949 2101.73196 72 1880.94949 2101.73196 35 NO CLOSURE ERROR Area = 23355.70 sq ft 0.53617 ac FROM ANGI C DIST NOR EAST TO BLOCK 4 AUTO INVERSE * * * ** START 1935.67862 2232.52992 73 RADIAL N 12 10 07.0 W DELTA 77 56 34.0 LT RADIUS 214.5000 TAN 173. 5214 L -ARC 291.7968 RADIAL S 89 53 19.0 W RP 1725.99811 2277.74423 74 73 CHORD S 38 51 36.0 W 269.8119 1725.58110 2063.24463 75 TRN @PT 5 0 06 41.0 E 75 INV S 0 06 41.0 E 37.4900 1688.09117 2063.31752 76 RADIAL S 89 53 19.0 W DELTA 90 00 00.0 LT RADIUS 20.0000 TAN 20.0000 L -ARC 31.4159 RADIAL S 0 06 41.0 E RP 1688.13006 2083.31748 77 76 CHORD S 45 06 41.0 E 28 .2843 1668.13009 2083.35636 78 TAN®PT N 89 53 19.0 E 78 INV N 89 53 19.0 E 50.5000 1668.22827 2133.85627 79 RADIAL S 0 06 41.0 E DELTA 90 00 00.0 LT RADIUS 20.0000 TAN 20.0000 L -ARC 31.4159 RADIAL N 89 53 19.0 E RP 1688. 22823 2 133. 81738 80 79 CHORD N 44 53 19.0 E 28.2843 1688.26712 2153.81735 81 TAN @PT N 0 06 41.0 W 81 INV N 0 06 41.0 W 37.4900 1725.75704 2153.74446 82 RADIAL S 89 53 19.0 W DELTA 77 56 34.0 RT RADIUS 124.0000 TAN 100.3107 L -ARC 168.6844 RADIAL N 12 10 07.0 W RP 1725.99811 2277.74423 83 82 CHORD N 38 51 36.0 E 155.9752 1847. 120'2 2251.60636 84 TAN @PT N 77 49 53.0 E 84 INV N 12 10 07.0 W 90.5000 1935.67862 2232.52992 85 1935.67862 2232.52992 73 NO CLOSURE ERROR Area = 25867.94 sq ft 0.59385 ac FROM ANGLE DIST NORTH EAST TO TRACT 8 AND BLOCK 1 SIDELINES AUTO INVERSE * * * ** START 1794.98251 2262.86883 38 38 INV N 89 56 22.0 E 128.5900 1795.11842 2391.45876 39 39 INV S 0 03 38.0 E 63.3900 1731.72845 2391.52575 40 40 INV N 89 53 19.0 E 110.3700 1731.94302 2501.89554 41 41 INV S 0 12 38.0 E 180.0000 1551.94424 2502.55702 86 86 INV S 0 12 38.0 E 16.0000 1535.94435 2502.61582 87 87 INV S 89 53 19.0 W 519.5000 1534.93439_ 1983.11680 88 RADIAL S 0 06 41.0 E DELTA 90 00 00.0 RT RADIUS 20.0000 TAN 20.0000 L -ARC 31.4159 RADIAL S 89 53 19.0 W KV-' 88 CHORD TRN @PT 90 INV RADIAL DELTA RADIUS TAN L -ARC RADIAL RP 91 CHORD TAN @PT 93 INV 94 INV 95 INV RADIAL DELTA RADIUS TAN L -ARC RADIAL RP 96 CHORD TAN@PT 98 INV 99 INV 100 INV RADIAL DELTA RADIUS TAN L -ARC RADIAL RP 101 CHORD TRN @PT 103 INV RADIAL DELTA RADIUS TAN L -ARC RADIAL RP 104 CHORD TAN @PT 106 INV RADIAL DELTA RADIUS TAN L -RRC RADIAL RP 107 CHORD TRN @PT 109 INV N 45 06 41.0 W N 0 06 41.0 W N 0 06 41.0 W S 89 53 19.0 W 90 00 00.0 RT 20.0000 20. 0000 31.4159 N 0 06 41.0 W N 44 53 19.0 E N 89 53 19.0 E N 89 53 19.0 E N 0 06 41.0 W S 89 53 19.0 W S 0 06 41.0 E 90 00 00.0 RT 20.0000 20.0000 31.4159 S 89 53 19.0 W N 45 06 41.0 W N 0 06 41.0 W N 0 06 41.0 W S 89 53 19.0 W S 0 06 41.0 E N 89 53 19.0 E 90 00 00.0 RT 20.0000 20. 0000 31.4159 S 0 06 41.0 E S 44 53 19.0 W S 89 53 19.0 W S 89 53 19.0 W S 0 06 41.0 E 90 00 00.0 RT 20.0000 20.0000 31.4159 S 89 53 19.0 W N 45 06 41.0 W N 0 06 41.0 W N 0 06 41.0 W S 89 53 19.0 W 77 56 34.0 RT 94. 0000 76.0420 127.8737 N 12 10 07.0 W N 38 51 36.0 E N 77 49 53.0 E S 12 10 07.0 E 28.2843 63. 0000 28.2843 490.0000 30.0000 41.2100 28.2843 20.0000 20.0000 20.0000 28.2843 167.7900 28.2843 37. 4900 118.2393 23. 4300 1334. `3.646 1554.89547 1617.89535 * * * ** START 1520._4318 30 *28 BEARING 1983.10//98 89 1963.07796 90 1962.95548 91 1617.93423 1982.95544 1637.93419 1982.91656 1638.88680 2472.91563 1668.88675 2472.85731 1668.80663 2431.64739 1688.80659 2431.60851 1688.76771 2411.60854 1708.76767 2411.56966 1708.72879 2391.56970 1688.72883 2391.60858 1688.68995 1668.68998 1668. 36378 1688.36374 1688.32486 1725. 81479 1725.99754 1817.88550 1.794.98194 2371.60862 2371.64750 2'203. 85782 2203.81894 2183.81897 2183.74609 LAT & DEP 0.00058 - 0.00168 110 HCLOSE N 71 06 48.8 W 0.0018 1794.98251 2262.86883 PREC = 1 TO 1244875 Area = 88477.92 sq ft 2.03117 ac FROM ANGLE DIST NORTH EAST 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 2277.74591 108 2257.93172 109 2262.87051 110 38 TO 1833.10519 28 28 TRAV S 0 13 20.0 E 20.0000 1500.64334 1833.18276 111 FROM ANGL5 DIST . NOR - '' EAST TO CENTERLINE AVALON LANE AUTO INVERSE * * * ** START 1520.64318 1833.10519 28 28 INV S 0 13 20.0 E 20.0000 1500.64334 1833.18276 111 111 INV N 89 53 19.0 E 105.0000 1500.84747 1938.18256 112 112 INV N 0 06 41.0 W 152.0000 1652.84718 1937.88705 113 113 INV N 0 06 41.0 W 72.4900 1725.33704 1937.74613 114 RRDIAL S 89 53 19.0 W DELTA 41 28 13.0 RT RADIUS 340.0000 TAN 128. 7136 L -ARC 246.0896 RADIAL N 48 38 28.0 W RP 1725.99804 2277.74548 115 114 CHORD N 20 37 25.5 E 240.7530 1950.66102 2022.54645 116 TAN @PT N 41 21 32.0 E 116 INV N 48 38 28.0 W 15.0000 1960.57262 2011.28767 117 LAT & DEP 0.00008 - 0.00125 117 HCLOSE N 86 28 04.6 W 0.0013 1960.57270 2011.28642 34 PREC = 1 TO 485705 No Area FROM ANGLE DIST NORTH EAST TO CENTERLINE 15 LANE WEST OF AVALON LANE AUTO INVERSE * * * ** STRRT 113 INV S 89 53 19.0 W 118 INV S 0 06 41.0 E 75.0000 15.0000 LAT & DEP 0.00008 - 0.00125 119 HCLOSE N 86 28 04.6 W 0.0013 1637.70148 1862.91510 52 PREC = 1 TO 71593 No Area FROM ANGLE DIST NORTH EAST TO CENTERLINE 15 LANE EAST OF AVALON AUTO INVERSE * * * ** START 1652.84718 1937.88705 113 113 INV N 89'53 19.0 E 115.5000 1653.07172 2053.38684 120 120 INV N 89 53 19.0 E 115.5000 1653.29627 2168.88662 121 121 INV N 89 53 19.0 E 232.7900 1653.74883 2401.67618 122 122 INV N 89 53 19.0 E 71.2100 1653.88727 2472.88604 123 123 INV S 0 06 41.0 E 15.0000 1638.88730 2472.91520 124 LAT & DEP - 0.00050 0.00043 124 HCLOSE S 40 43 35.1 E 0.0007 1638.88680 2472.91563 94 PREC = 1 TO 835810 No Area FROM ANGLE DIST NORTH EAST TO CENTERLINE MAMER LANE AUTO INVERSE * * * ** START 121 INV N 0 06 41.0 W RADIAL S 89 53 19.0 W DELTA 77 56 34.0 RT RADIUS 109.0000 TAN 88.1764 L -ARC 148.2790 RADIAL N 12 10 07.0 W RP 125 CHORD N 38 51 36.0 E TAN @PT N 77 49 53.0 E 127 INV S 12 10 07.0 E 72. 4900 137.1072 15. 0000 1652.84718 1652.70137 1637.70140 1653.29627 1725.78613 1937.88705 113 1862.88720 118 1862.91636 119 2168.88662 2168.74569 121. 125 1725.99804 2277.74548 126 1832.54897 2254.76945 127 1817.88600 2257.93129 128 LAT & DEP - 0.00050 0.00043 128 HCLOSE S 40 43 35.1 E 0.0007 1817.88550. 2257.93172 109 PREC = 1 TO 358288 No Area FROM ANGLE DIST NORTH EAST TO CENTERLINE 20' WIDE ALLEY AUTO INVERSE * * * ** START 120 INV N 0 06 41.0 W RADIAL S 89 53 19.0 W DELTA 77 56 34.0 RT RADIUS 224.5000 TAN 181.6110 L -ARC 305.4004 RADIAL N 12 10 07.0 W RP 121 CHORD N 38 51 36.0 E TAN @PT N 77 49 53.0 E 123 INV N 12 10 07.0 W 1653. 07172 72.4900 1725.56159 282. 3906 10.0000 2053.38684 120 2053. '24591 .4}- 1 2.7 /30 1725.99804 2277.74548 kc� 1945.45386 2230.42329 /3, 1955.22918 2228.31539 14p- LAT & DEP 0.00008 - 0.00125 124 HCLOSE N 86 28 04.6 W 0.0013 1955.22925 2228.31414 37 PREC = 1 TO 308560 No Area UR -22 7T AVE 4TH AVE. 8T H AYE 13TH AVE 0 m ( G Rd holed, O n 7 MS St.M e u rochi ScinoqI PE- 1716- 93/PUDE- 5- 93/ZE -26 -93 09/19/1994 0 :42 TRANSSAMERICA TITLE 509 926 1519 P.01 7 `: • 14 a South 210 feet of the East 300 feet of Tract 1 VERA as par plat thestaof recorded in Voumu "0" or Pletd, Sags 00; Situate in the County of Spokane, State of Washington. 9uuJt . TO: 1. L „ D, Assessment qn Parcel No. 45224.2576 hereby aseuflwd by grantee; 2. Future assessments by Vern Hater 6 Power Co. DATER this / day of JanNary, 1993. 934 Anita' as Pt d on I 13u p kd. 74.Sto. H"' A 1 'S1axp1 t:`unry fiu.lk 0 L _ /J *4.44 /yam- 7 rum FOR IEOoab AT REQUEST OF; RHOS REOO22IE2 *RUN' TO) ROBERT J. tld(AN . Ilgrth 172 3lnlva)tiity 'Spokane, (Mehl ten 99206 M1• • I �l I THE Q5APTbi, DOREEN DIECKHOtF, Personal Representative of the ESTATES OF K.J. bHAENENS and ADA A. DIIAENEl1S, Deceased, for and in Oonsideretloh 6f' TEN DOLLARS ($1b.00) and other good and valuable consideration, in hand paid, convoys and warrants to W.R.S. AND ASSoc1ATEH INC.' the following dlscribed real estate, situated In the County or Spokane, state of Washington: Th. gaat heif Of " - 2211 of • Xroct as par plat'thereot reoorde n Volume "0" of Plats, Page 10) OATS Of whenINOTqh 1 1 es. county of spoken. ) On this /.; day of J 1997, before mo personally appeared DOFEEn DIICAHOSe, to ma nawn to he the individual who executed the tot-wining lnetrunent as SectoMl Representative of the Eacatee o/ A.J. phannnna and Ada A. Dhaenene, deceased, IMO AokfOwledged that she atgned the cams as her frog and voluntary act and deed as Personal' Representative for °aid princlpale for the aline and purpoeaa mentioned 14 the instrument. U:1Q311iU1•12 PERSONAL RF,7!RESENiA77V � I 16 1J ;it IG; 7;710 STATUTORY WARRANTY DEED"' By: D etas ,f., day of Jehuaey,:199). k', 1 .. (1 11, ai DUaLiC ESTATES OF A.J. DNAENENS and ADA A. OHAENEN9, Deceased DOREEN DI CKIIOPF Personal Representative RfefuGO FILED OR aFCORDED RFOU• .. 115tN :M.1tli1w11111 F H42 IS IO WRS & ASSOCIATES ATTN: BILL SMITH P.O. BOX 14084 SPOKANE, WA 99214 cc: Spokane County Engineers cc: Spokane County Planning cc: Inland Pacific Engineering, Inc. TRANSAMERICA TITLE INSURANCE COMPANY 720 NORTH ARGONNE SPOKANE, WASHINGTON 99212 (509) 922 -2222 /FAX 926-1519 3RD PLAT CERTIFICATE Effective Date: April 21, 1994 at 8:00 a.m. (See Attached) page 1 of 4 Charge: Tax: Total: PREPARED FOR: Order No.: ME- 181714M Certificate for Filing Proposed: DHAENENS SQUARE PHASE I PE 1716 -93 $125.00 10.00 $135.00 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: •, LEGAL DESCRIPTION Portions of the East half of Block 180 and portions of Block 181 of VERA, as per plat thereof recorded in Volume "0" of Plats, page 30, described as follows: Beginning at the Southwest corner of the East half of Block 180; thence North 00 °13'20" West, along the West line of said East half a distance of 484.97 feet; thence North 89 °46'40" East a distance of 87.84 feet; thence South 52 °01'40" East a distance of 100.00 feet to the beginning of a non - tangent curve concave to the Southeast having a radius 355.00 feet (from which a radial line of said curve bears South 52 °01'40" East); thence Northeasterly along said curve through a central angle of 03 °23'12" an arc distance of 20.98 feet; thence South 48 °38'28" East a distance of 120.50 feet to the beginning of a non - tangent curve concave to the Southeast having a radius of 234.50 feet (from which a radial line of said curve bears South 48 °38'28" East); thence Northeasterly along said curve through a central angle of 36 °28'21" an arc distance of 149.28 feet; thence South 12 °10'07" East a distance of 163.93 feet; thence North 89 °56'22" East a distance of 128.59 feet; thence South 00 °03'38" East a distance of 63.39 feet; thence North 89 °53'19" East a distance of 110.37 feet to the West line of East 300 feet of Block 181; thence South 00 °12'38" East along said West line a distance of 210.00 feet to the South line of said Block 181; thence South 89 °53'19" West along the South line of said Blocks 180 and 181 a distance of 669.57 feet to the Point of Beginning; Situate in the County of Spokane, State of Washington. VESTED IN: W.R.S. AND ASSOCIATES INC. page 2 of 4 Order No.: 181714M EXCEPTIONS: 1. Taxes and assessments, if any, no search having been made thereof, as to Parcel Nos. 45244.2576 45244.2679. (U.L.I.D. NO. 914) Parcel numbers are provided from the latest Assessor's Maps available to the company. Said parcel numbers are not a matter of the public record therefor, the company makes no assurance as to validity or accuracy relating thereto. 2. Liability to future charges by Spokane County for Storm Water service. 3. Any unpaid assessments or charges, and liability for further assessments or charges by Vera Irrigation District No. 15. 4. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: AND: DATED: RECORDED: RECORDING NO.: REGARDING: 5. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: TRUSTEE: BENEFICIARY: ORIGINAL AMOUNT: DATED: RECORDED: RECORDING NO.: Order No.: ME- 181714 Vera Electric Water Company, a corporation D.K. McDonald, A.C. Jamison, Andrew Good and Vera Land Company, a corporation April 25, 1908 April 25, 1908, Book "H" of Contracts, page 292 200528 Providing for construction of ditches, flumes, pipelines, etc., with right of ingress and egress to maintain said flumes, pipes, etc.; and providing for lien for unpaid charges for such service. W.R.S. and Associates, Inc. Transamerica Title Insurance Company Estates of A.J. Dhaenens and Ada A. Dhaenens, deceased $450,000.00 March 15, 1993 March 16, 1993 9303160143 REC €PJ D SEP 2 2 1994 page 3 of 4 , SPOKANE COUN i ENGINEER 6. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: and GRANTOR: TRUSTEE: BENEFICIARY: ORIGINAL AMOUNT: DATED: RECORDED: RECORDING NO.: Order No.: ME- 181714 W.R.S. and Associates, Inc., a corporation of Washington Transamerica Title Insurance Company, a corporation Inland Northwest Bank $113,856.40 December 31, 1993 January 3, 1994 9401030610 7 Potential liability for assessments levied by Spokane County Utility Department for the Aquifer Protection Area. To verify, call 458 -2538. In order to make payment, account number is necessary. TRANSAMERICA TITLE INSURANCE COMPANY l / � By /•' ���' L Mid'ki Erwin, Tile Officer page 4 of 4 't 5v 50' a sr = R 1 u O o N89'53'2rE M " coon* 300.00' r4 " < " R '4 I Awn ' 6V TRACT "A 0.00 ACRES TRACT "0" PARK ____ _ _.__ ------- OS 7 TRACT "B" 0.22 ACRES • [nrt .. �.1 • VICINITY MAP 1 RR .'J. n n . , , 0 ."1 J � Of . r wood Fort- SB9'S6'25W 969.70' I -- - so' 1 , Y'` 50 1 • I r m r+¢a "Ad sista T:• v - Al 11 5A 6. 7" 8 " 9` 10 1 / 50' 16TH. 1 w9 I a 1 • 4 TOP BOARD DPKAL Ax CL MO vn01N 4 • 6 POST 2 • 6 FRONT SIDE FENCE 1 • 6 REM SIDE FENCE 1 • 6 WRFIW. BOARDS UNSHED CODE -\ CONCRETE FOOTING 2 • 6 SAAR SIDE FENCE 1 • 6 REM 5CE PENCE 7.4 15 16 17 )$ / O 4r 6 7 60' 50' 50' SO • W 5,' -- ___I Sn' - # - W 50' 50' TRACT "C" PARK 121 I I 106' 1 / 5 - r AVENUE i f 5v FENCE DETAIL NIS Ea' N - 1 �. 1. ,v cc .. Mm6 _ .._..__ _.._.._.._..._ X12 1V rI'1 r 2,7714.0 arca:: 1 JA .v sac rasa ; a �8\$ 9 4 4 14 : 15 $ -16 T7w sy 3/4 p ._.. 51 .N VA LL, POSTS TO BE TREATED FOR GROUND CONTACT nom 60TIOM TO 6 W. ASOVE N.TSNED GRADE 50' 50' - ---------- 13 u• 1 V 5V / o Rnk6W 50. .4 ! V 4X TOIJ' 50' )� Ac ;mu N+sA-- 569.55' '�' . VIEW HEIGHT 2 W 5V 5r 14 45 16 K 0 N CCSTING TREES IVPICAI PRIVATE ALLEY EASE)AENr Ili r 89'53'28 - E j 2fJ ,, J S L `fJ . _IO WON M PRIVATE ROAD C SEM[M IC/ WO 135• '33• �tr LURI TRACT " 0.12 ACRES ASPHALT PAVING TYPICAL PRIVATE ROAD SEC11ON ATA 20 PQ NSW Atter EtAAt I I 1 II fF1'p i A9NLT PAWSG N v ,r$ ;22 I4 a ` _ X2060 tr-{ 17 „ CAP.. TTED 1 r w M R '1 a a r1 23 n v TIACT "r 0.14 WS FENCE L r l GRAPHIC SCALE A q 5 5 100 (W FEET) 1 Inch - 50 K INLAND PACIFIC ENGINEERING I. J SPAN 25 Nme lOnl Spo9om.W6FNm Ogi (509) 535 -1410 99202 i PRELIMINAR :'2.U.D. PLAT DHAENENS SQUARE_ PORTIONS OF TRACTS 180,:8c 181- OF VERA LOCATED IN -THE. SE ._1/4 OF SECTION 22;; T.25 N.,.: R ; 44 SPOKANE COUNTY; WASHINGTON APRIL 1993 PROJECT DATA TOTAL PROJECT AREA TOTAL NUMBER OF LOTS GROSS DENSITY TMPIb5. LOT 512E TYPICAL LOT DIMENSIONS DOSING ZONING PROP]SEO 2081/40 URr 7, ZONE AND P.U.D. COMPLIANCE , PAR/METER ALIOWANCE /REO'MT. AREA OF ROADS NA NET DEVELOPABLE AREA N.A. TOT-IL UNITS 7.0.10.6 " 74 UNBS UNITS PER ACRE 7.0 OPEN SPACE - SOX OF 13.0 - 1.3 ACRES UTILITIES • WATER OISTRUBMON SEWERAGE DISPOSAL FIRE PROTECTION 50UC WASTE ELECTRICITY NATURAL CAS TELEPHONE CABLE PROPOSED BUILDING 5100 YARD SIDE YARD SIDE t(ARD RANKING PRIVATE ROAD REAR.YARO • PROPOSED ROADS • PROPOSED R.O.W. OR ROAD i1AME STATUS EASEMENT WIDTH 16TH. AVE. COUNTY 34' NORTH HALF) EVERCREEN ROAD COUNTY 30' WEST IL41F) ROAD 'A' PRIVATE 30' ALLEY. • r PRIVATE - 20 ROAD 'C PRIVATE 30' ROAD '0', PRIVATE _ 30' ROADS PRIVATE 30' SPONSOR WRS '.e ASSOCIATES INC. /BILL SMIRI P.O. bOX 14084 SPOKANE. WASHINGTON 99214 TELEPHONE: (509) 926 -0777 13.00 ACRES 72 5.54 LOTS /ACRE 4.400 5.F. TO 5.400 5F. 50' a 89• UR -3.5 UR -7 VERA WATER & POWER CO. PUB1E0 (SPOKANE COUNTY) nRE DISTRICT N0. 1 VALLEY GARBAGE SER.ICE VERA WATER lc POWER WASHINGTON WATER POWER CO. U. 5. WEST COX CABLE SETBACKS 20 FEET 5 FEET PER STORY (INTERIOR LOT55) 10 FEET AD.IACENT TO PUD PERIM 10 FEET 15 FEET 10 FEET ON PRIVATE ALLEY ENGINEER LEGAL DESCRIPTION MIS PORPOSAL 2.4 ACRES 10.6 ACRES 72 UNITS 6.6 UNITS /ACRE 2.0 ACRES TRAVEL WAY WIDTH AND IMPROVEMENT STANDARD 20' PAVED W /SIOEWAU( N. 4LLf) 20' PAVED W /SIDEWAL( WEST WAIF) 27' 24' 27' 27' 27' INLAND PACIFIC ENGINEERING, CO. SOUTH 25 ALTAMONT SPOKANE, WASHINGTON 99202 TELEPHONE (509) 535 -1410 BLOCK 181 OF VERA. AS RECORDED IN BOOK '0' OF PLATS. PACE 30; EXCEPT INC SOUTH 210 FEET OF THE EAST 300 FEET THEREOF; TOGETHER WM4 EAST HALF OF BLOCK 180 OF SAD VERA ALSO EXCEPT COUNTY ROADS; SITUATE M SPOKANE COUNTY,WASHINGTON. SURVEYOR'S CERTIFICATE 1165 IMP WAS PRVMED BY 140 08 UNDER IN DIRECT Ap0.1yON SI CONTOPm '^E MTH THE REQUIREMENTS Ci THE SPOUSE COUNTY SUBDIVISION DRn0144CE PATRICK L JJCR CERT. N0. 16001 '; x 10 13 TRACT "A 0.06 ACRES TRACT "D" PARK 3 p S 2 'R 0 J0 C's m Y If C 6/6 • c,4n n4J V __' TRACT "B" 0.22 KEES 6R' � II f p CONCRETE (CONIC 2 . 6 FRONT ODE FENCE 1 • 6 REAR SIDE FENCE 11 1 13 7'4 15 4 ....... 4'........ 20 I VIII 206 ) 1 16 . FUTURE '-.469.56. 16TH. AVENUE m r � x 4 TOP BOARD 4 . 6 POST 2 ; 6 mow SIDE FENCE 1 • 6 REM 90E PENCE 1 • 6 VERTICAL BOARDS MASHED GRADE 50 sa• 2455165,1 50 50 ; 50 50 r FENCE DETAIL I1T5 " I O C:.•• , �J� J V � ' : ^ `J' r R . 0 )' I "C(-.P. , 61RONG510 L„ 'r ' L J ✓,� BE RCWA nJn 58458'2580 1 W Wuoo � 969.70' _ _, 111345525 CT "C" PARK 0.66 ALRFS 51' 50 50 . 50 60' 300.00' 16 17 50' 50 / 'A e_ 1 •g— , 50 501 / 5 ' d 6 ,4411 ' 4 5/ $ , - 6 $'...; 7 @ 8,-- 9 1..,i tE.SRd %`9.FSN.W6.._ bv . 4 . y;I"y'(' �y,�/ 50.1E 0 _ 3o W s0 .j,)} yM,z" r F 70 �u(� 1- 44:9fDICATION ACCUISMON POSTS TO BE TREATED FOR GROUND CONTACT FROM BOTTOM TO 6 W. ABOVE FIM5Nm CRAPE - •I )AEI GHT$ "„ 2 10 VlLT' JO PRWAIE ROAD EASEMENT (A5010 10 s 13 5' wRe L. 51 NG TREES 1C O r ASPHALT PAVING TRACT "E" 0.12 ACRES ur I — I L — — -4 )19 • 1 _ 18 I 17 _y MoLY"N ,Ai' TIE 10 unurr EASEMENT TYPICAI PRIVATE ROAD SECTION YTS 1 24• PRNATE ALLEY EASEMENT -1 < ALVLT PAWNO —' TYPICAJ PRIVATE Al l W FASFMFNT Alt a a 1 •1" 1 TO b 21 23 27 74 r TF ACT " 0.14 ACRES MICE L GRAPHIC SCALE ` — Q 25 60 190 (1M FEET) 1 In41 - 50 11. INLAND PACIFIC ENGINEERING South 25 Manton( Spokon..wn46In91en ` (509) 535 -1410 99202 PRELIMINARY U.D. . PLAT DHAENENS SQUARE PORTIONS OF TRACTS 180 & 181 OF VERA 'LOCATED IN THE SE 1/4 OF SECTION 22, T.25 N., R.44 E.,W.M. SPOKANE COUNTY, WASHINGTON APRIL 1993 PROJECT DATA TOTAL PROJECT AREA TOTAL NUMBER OF LOTS GROSS CENSRY TYPICAL LOT SIZE TYPICAL LOT DIMENSIONS E%1511)10 ZONING PROPOSED ZONING UR -7. ZONE AND P.U.D. COMPLIANCE PARAMETER ALLOWANCE /REO'MT. AREA OF DEVELOPABLE AREA NA TOTAL' UNITS 7.O00.6 - 74 WOES UNITS' PER ACRE 7.0 OPEN SPACE lO% OF 13.0 - 1.3 ACRES UTILITIES WATER CISTRUBITION SEWERAGE DISPOSAL FIRE. PROTECTION SOLID WASTE ELECTRICITY NATURAL GAS TELEPHONE CABLE I PROPOSED BUILDING FRONT YARD SIDE YARD SIDE TARO RANKING PRIVATE ROM REAR YARD PROPOSED ROADS PROPOSED R.O.W. OR ROAD NAME STATUS EASEMENT WIDTH 16TH. AVE. COUNTY 34' (NORTH HALF) EVERGREEN ROAD COUNTY 30' (WEST HALF) ROAD 'A' PRNATE 30' ALLEY :C PRIVATE 24' ROAD C PRIVATE 30' ROAD • C . PRIVATE 30' ROAD 'E PRIVATE 30' SPONSOR WR5 & ASSOCIATES INC. /BILL 511(1+4 P O. B0.( 14084 SPOKANE, WASHINGTON 99214 TEIEPHCNE (509) 926 -0777 13.00 ACRES 72 5 54 LOTS /ACRE 4.400 S.F. TO 5,400 5F. 50' v 89• UR -3.5 UR -7 VERA WATER & POWER CO. PUBUC (SPOKANE COUNTY) FIRE DISTRICT N0. 1 VALLEY GARBAGE SERVICE VERA WATER k POWER WASHINGTON WATER POWER CO. U. 5. WEST COX CABLE SETBACKS THIS PORPOSAL 2.4 ACRES 10.6 ACRES 72 UNITS 6.8 UNITS /ACRE 2.0 ACRES 20 FEET 5 FEET PER STORY INTERIOR LOTS) 10 FEET ADJACENT TO PUO PERIMETER 10 FEET 15 FEET 10 FEET ON PRIVATE ALLEY LEGAL DESCRIPTION TRAVEL WAY WIDTH AND IMPROVEMENT STANDARD 20' PAVED W /SIDEWALK N. HALF) 20' PAVED W /SIDEWALK (WEST HALF) 27' 24' 27' 27' 27' ENGINEER INLAND PACIFIC ENGINEERING. CO. 5011+4 25 ALTMIONT SPOKANE, WASHINGTON 99202 TELEPHONE (509) 535 -1410 BLOCK 181 OF VERA, AS RECORDED IN BOOK "Cr OF PLATS. PAGE 30; EXCEPT THE SOUTH 210 FEET OF THE EAST 300 FEET THEREOF; TOGETHER WITH EAST HALF OF BLOCK 160 OF SAID VERA. ALSO EXCEPT COUNTY ROADS; SITUATE IN SPOKANE COUNTY : WASHINGTON. SURVEYOR'S CERTIFICATE THIS 805 WAS PROWS) 9f ME OR IMOEN MY OCT %MATSON N COW0R1OWCE *RN 114E REWIRfl4005 Cf INC SPOKANE COMM SVBOn1901 ORDINANCE / \ ° i' PA1506 J. fIp1E CERT. N0. 18091 SC ;OP 1114WIP Mira TRACT D� PARK or 7 WY J . 54 J !•h - S89'56'25'W � z R s_T -1 r 0 99 cc .Id' 1 . • 7OP BOAR 4. 6 POST 2 . 6 FROM SLOE FENCE 1 • 6 RCM ODE FENCE 1 • 6 VERIIUI B0.1705 nN15NCD crux( • CONCRETE MOON; 2 • 6 PROM SIDE F[NCL 1 • 6 !LM 1506 6406 P 4 Etre from IKa� 50' su Yf . 50' T\ CALL 0M4L OM 511111•414 FENCE DETAIL 425 r e e S 969.70' ; 14 15 16 • 17 C 50' I l i'•M%K IA11 21IW:6 $, 2 1 41- 13_ :J4 $ 15 -1Yi 2 --1 .a uu¢ F . Aa we R4-464•• 5••* TEST -6r A at. B ` 9 " "\ " 3 n 5J?: _ I O 4 R TAI IARR 6 6.• "' T ' / TRACT " C ' PARK $ 2 4 J, I • i , 4 1 1. 13 \` l ii I u _ I ii 2 E I/ •v.C.0 OM YAFS Y 1 1 0.01) ',c Boa II' 15 ItriPNG so' �. I; I __ I I . 1 I 60 � S sv 50' ! s50' 50' 1 ; 50 s50' r .. ri a_�I m I .� V F. 664 i m 6 2 R 3 4, ° 5;$ 6 p--. 7$ 9 g 10 a —, 7 y � 60� __ % C � 5M+— �lM -50' W6 SO� —W �K �f N i"1/4 1'l ! Y� - 'N "Yi 11'yt 7'a 'Y4�`1 I) I'F.'Yi„r SIT D NOT. OF N89'S3'26•E A A r rul ox - y69.56' ‘31.. y�=y( A DON µS / Xr 16TH. AVENUE Bo- 51' 50' / 4 111' / of : to 70' POSTS TO BE TREATED FOR GROUND 001176,01 [4044 8000044 10 6 N. IB0/E [141151(5 CRAZE 50' .IC.r HEIGHT: 2 G 12 @ 13.59 50' 0 TREES E,S I0 6II_1_ PRIVATE ROAD (.5ENEM FrrFMr IRY 30' f I] !' iJ 5' 24' MN•F 641,Y FA MEAN TRACT - 0.12 ACRES • , r E.I. CURS-- /ASPHALT PANNO TIPICAI PRIVATE ROAD SECTION ` � .ASHALT PANNO" T1(PI .AI PRNA I I EY EASEMENT IL12A A 27 23 it MIRE ADDUASMOR MLA I I TRACT - r^ 010 ACRES 2426 r GRAPHIC SCALE 50 9 25 50 140 (IN FEET) 1 Inch - 50 H. ( INLAND PACIFIC I I ENGINEERING 644.04 25 AR 6R pnont Sp6n6.Wo•Naglon (Soo) 535-1410 99202 PRELIMINARY PLAT AND PUD SITE PLAN FOR ':)HAENENS SQUARE PORTIONS OF TRACTS 180 & 181 OF VERA LOCATED IN THE SE 1/4 OF SECTION 22, T.25 N., R.44 E.,W.M. SPOKANE COUNTY, WASHINGTON JUNE 1993 PROJECT DATA TOTA1. PROJECT AREA TOTAL OS DE N I OF LOTS CROSS DENSITY TYPICAL 100 512E COSTING 100 IN PROP DIMENSIONS PRIOP E ZONING PROPOSED ZONING UR-7i ZONE AND P.U.D. COMPLIANCE PARAMETER AREA Of ROADS NET DEVELOPABLE AREA TOTAL UNITS UNITS FER ACRE OPEN $ACE UTILITIES WATER DISIRUBITION SEWERAGE( DISPOSAL FIRE PROTECTION SOLID WASTE ELECTRICITY NATURAL GAS TELEPHONE CABLE I, PROPOSED BUILDING FRONT YED 510E YARD 510E MARD; FUNKING PRIVATE ROAD REAR YARD PROPOSED ROADS ROAD NAME 1671. AVEJ EVERGREEN ROAD ROAD 'A' ) ALLEY * EC ROAD 'C 1 ROAD '0' ROAD -E- SPONSOR • WRS k ASSOCIATES INC. /BILL SMITH P.O. 800.14084 SPOKANE. WASHINGTON 99214 TELEPHONE; (509) 926 -0777 13.0 ACRES 72 5 54 LOTS /ACRE 4.400 S.F. TO 5.600 S F. 50' • 89' UR -3 5 UR -7 ALLOWANCE /RE0'MT. THIS PORK/SAL NA NA 7 0.10.6 w 74 UNITS 7.0 108 OF 130 - 1.3 ACRES VERY WATER & POWER CO PUBLIC (SPOKANE COUNTY) FIRE DISTRICT NO 1 VALLEY GARBAGE SERVICE VERA WATER & POWER WASHINGTON WATER POWER CO. U. S. WEST COX CABLE 2 4 ACRES 106 ACRES 72 UNITS 68 UNITS /ACRE 1 9 ACRES (14.68) SETBACKS (ALSO SEE SITE PLAN) 20 FEET FOR GARAGE ONLY 15 FEET FOR IMNG UNIT 5 FEET PER STORY (INTERIOR LOTS) 10 FEET ADJACENT TO PU0 PERIMETER 10 FEET 15 FEET 20 FEET FOR GARAGE ON PRNATE ALLEY PROPOSED R.O.W. OR TRAVEL WAY M TH AND STATUS EASEMENT 0100) IMPROVEMENT STANDARD COUNTY N' NORM HALF) 30 PAVED 0/SIDEWALK (N HALF) COUNTY 36' (WEST HALF) 20 PAVED 0/SIDEWALK (WEST HALF) PRIVATE 30' 27' PRIVATE 24' 24' PRIVATE 30' 27' PRIVATE 30' 27' PRIVATE 30' 27' ENGINEER LEGAL DESCRIPTION INLAND PACIFIC ENGINEERING. CO. SOUTH 25 ALTAAONT SPOKANE. WASHINGTON 99202 TELEPHONE: (509) 535 -1•10 BLOCK 181 OF VERA. AS RECORDED IN BOOK '0' OF PLATS. PAGE 30; EXCEPT THE SOUTH 210 FEET OF THE EAST 300 FEET THEREOF; TOGETHER 011)6 EAST HALF OF BLOCK 180 OF SAD VERA ALSO EXCEPT 000N11' ROADS; SITUATE IN SPOKANE GOUMY.WASHINGTON. SURVEYOR'S CERTIFICATE TWO RAP 1A3 PREPARED DV of OR UNDER WY DRECT SUPEAM1L•1 N 0 46TWYWCE MTH THE REOLPREUENIS C! ME SPOKANE COUNT' SUE100451011 OR0MV105 r, OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON TO: Jeff Forrey, Department of Buildings FROM: Bill Hemmings DATE: November 9, 1994 SUBJECT: B.C.C. resolution # 91 -0882 Implementation Attached are the individual lot plans for each lot containing a Swale in DHAENENS SQUARE PUD PHASE I, plat# P 1716. Please give the appropriate lot plan to the individual applying for a building permit on the lot, so they can draw their house and approach to scale on the lot. We will need this plan, and the corresponding $1000.00 cash surety, in the form of cash, letter of credit, or savings assignment, before we can issue the approach permit. Also attached are the letter of credit and savings assignment forms. If you desire, we can meet to further discuss this new process. " (USE BANK LETTERHEAD) " BENEFICIARY: SPOKANE COUNTY ENGINEERS 1026 W BROADWAY SPOKANE, WA 99260 -0170 k \j\I\assign.208 Drawn under "SAMPLE LETTER OF CREDIT" IRREVOCABLE LE '1 1ER OF CREDIT SUBJECT: LOT BLOCK DHAENENS SOUARE PUD PHASE 1 (Plat) PLAT # P 1716 . (Development) Drafts, drawn under this Letter of Credit, shall bear on their face the words Credit No. Dated Bank Name: (BANK NAME ADDRESS ZIP CODE PHONE # AND OTHER INFORMATION) AMOUNT: $ 1,000.00 NO. Gentlemen: We hereby authorize our irrevocable Letter of Credit in your favor, and authorize you to draw on the a draft up to one thousand (Dollars) ($1,000.00), for the account of By: (bank) (bank address) (bank), (developer). The draft, drawn under this Letter of Credit, covers the assurance of completion of installation of storm drainage, drainage swales, sod and other work as is incidental and related thereto in accordance with the drawings and specifications as submitted to and approved by the Spokane County Engineer's Office on (date), and is to be accompanied by the following documents: written request by Spokane County Engineer's Office to (bank), at the above address indicating non - completion of all or any of the above improvements and that amount of money required to complete such improvements. We hereby agree with the drawer, endorser and bona fide holder of this draft, negotiated under and in compliance with the terms of this credit, that said draft shall be duly honored upon presentation at the (bank), at any time before completion of the above - described improvements or performance, in which event written notice shall be given by Spokane County to the bank. (developer) shall be responsible for any cost incurred by the county in excess of the amount of security. (authorized signor) "AGREEMENT" In consideration of the issuance of a building permit for Lot . Block DHAENENS SOUARE PUD PHASE I (plat) plat # P 1716 (Developer) has deposited $1,000.00 with Spokane County as security for full and faithful performance by Developer respecting certain drainage facilities and sod in accordance with the drawings and specifications as submitted to and approved by the Spokane County Engineers Office on (date) 199_ Developer hereby agrees that should such drainage facilities and sod not be constructed in accordance with the approved drawings within six months of occupancy, Spokane County may then use the security to bring these facilities and sod into conformance therewith. Developer shall be responsible for any costs incurred by the county in excess of the amount of security. Spokane County agrees to return to Developer any unused funds upon satisfactory completion of these facilities and sod. NAME & ADDRESS TO BE RETURNED TO: (Developer Signature) DATE kVassign.208 • For security purposes only. (developer) hereby assigns to SPOKANE COUNTY, a political subdivision of the State of Washington, the following: This assignment is made as security for the full and faithful performance by (developer) of certain drainage facilities and sod for LOT BLOCK . DHAENENS SOUARE PUD PHASE I (Plat) Plat # P 1716 in accordance with the drawings: and specifications as submitted to and approved by the Spokane County Engineers office on (date) , 199 Any interest benefits accruing under said savings certificate shall remain the property of Said savings certificate to be released to any other party only with the prior written consent and agreement of Spokane County. PROVIDED, FURTHER, the undersigned does hereby authorize (bank) to pay over to Spokane County all or a sufficient portion of the monies in the savings certificate referenced hereinabove upon written documentation being received from the Spokane County Engineer indicating that the purposes for which the savings certificate was assigned have not been fully and faithfully performed as required and a statement of that amount of money which the County Engineer as required and a statement of that amount of money which the County Engineer deems necessary to complete such obligation. Upon receipt of such written documentation, (developer) hereby authorizes (bank) to release to Spokane County that amount of money requested up to the maximum amount in the savings certificate. (developer) shall be responsible for any costs incurred by the county excess of the amount of security. DATED this day of DATED this STATE OF WASHINGTON County of Spokane k\j\Bassign.208 Savings Certificate Number in the face amount of and held in and by Bank of :SS Notary Public in and for the State $1.000.00 ASSIGNMENT . 199_ BANK OF President Secretary day of , 199 ............ . DEVELOPER Branch (bank address) GIVEN UNDER MY HAND AND OFFICIAL SEAL this day of . 199_ . (developer) (developer) On this day personally appeared before me to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that signed the same as free and voluntary act and deed, for the uses and purposes therein mentioned. of Washington, residing at Spokane jEXflRES ':1 qb•., �, 80UNDARY. OF AREA . .. •.FLAT 'BOTTOM 'AREA 15TH LANE' SITE DISTANCE EASEMENT 10', WIDE UTILITY, `EASEMENT POND K4 SPOKANE CO: STANDARD TYPE 2 CURB INLET': STK: 11410 2075 :14 T.C. SPOKANE CO. STANDARD: TYPE "B" . DRYWELL WITH:. ,TYPE 4'METAL FRAME- & STA •11'+00(AVALON LN.) • GRATE EL. = 2074.34 POND BOTTOM EL= 2073.84 . GRATE- 'RT. 35' Q -�{ 1 J i..5 1 • Z- .i 1 . 9 o (4,, , . > • Zs:, 1 3',I SPOKANE CO. STANDARD Q - y 12.7— �I "TYPE "A" DRYWELL WITH • i ` TYPE 4 ,METAL FRAME &• GRATE' •. "•c - ' STA: 10 +,70(AVALON LN.) RT: 35' ' GRATE EL = 2074.34 L 10' [TOT: 1,• BLOCK: 1' •: e 0) n 2 4' JDRAINAGE EASEMENT 50.00' • 11/4/94 • 1 20' BUILDING SETBACK. 0 r; m SCALE: 1 ". =20' INLAND PACIFIC ENGINEERING` • 707 West Jin• Suke .200 (509).458 -684U Spokane, WA 99204 • FAX: (509Y458-61344 „i,. ,i,. .a t .,i,,.,i TOP OF DIKE ELEV.= TOP OF CURB ELEV. + .20 FT. 3 MAX. 1 DRAINAGE STRUCTURE 208 DETAILS DHAENENS SQUARE, PHASE I DRAINAGE EASEMENT AS SPECIFIED ON PLAN GRATE ELEVATION 3 MAX. 1 .30' MIN. FROM TOP OF GRATE TO NORMAL GUTTER LINE TYPICAL '208' POND WITH DRAINAGE STRUCTURE SECTIONAL VIEW (NOT TO SCALE) R/W NORMAL GUTTER UNE C - GRASS TURF INSTALLED CONCURRENT WITH OCCUPANCY OF ADJACENT HOUSE ffil] .r” LLI C7) 0 O " NORMAL GOITER ELEVATION 1 d N DROPPED GUTTER LINE TYPE "A" CURB IEYPIRE3 0 INLAND PACIFIC 707 Weet 7th • Suite 200 (509) 458 -6840 ENGINEERING Spokane, WA 99204 FAX: (509) 458 -6844, • 30.29' .• 20'" BUILDING SETBACK ; 60.10' 30:00' I 15' LIVING UNIT - SETBACK 20" GARAGE SETBACK- SPOKANE CO. STANDARD •., TYPE "B" 'DRYWELLWITH . TYPE 4' METAL FRAME & . GRATE STA- 10+90(AVALON LN.) ,LT. 35' r ' GRATE EL'; 2074.34 • SPOKAN6' CO. .STANDARD ' TYPE 2; CURB,: INLET STA..11 +11 2075.145,T.C. SCALE : 1 " -20' INLAND .:_.; � ,PACIFIC' ENGINEERINGI 707 .' Sutt; 200: ' - (509)458- 8840 Spokmw;'WA 99204,' i;;: FAX:. (508) 458 -8844. TOP OF DIKE ELEV.= TOP OF CURB ELEV. +.20FT. DRAINAGE STRUCTURE 3 MAX. i 208 DETAILS DHAENENS SQUARE, PHASE I DRAINAGE EASEMENT AS SPECIFIED ON PLAN GRATE ELEVATION 3 MAX. 1 .30' MIN. FROM TOP OF GRATE TO NORMAL GUTTER LINE TYPICAL '208' POND WITH DRAINAGE STRUCTURE SECTIONAL VIEW (NOT TO SCALE) R/W NORMAL G UTTER LINE 4 .50' 3.1 4" THICK P.C.C. a 4 : t TYP :: : 1010000 , GRASS TURF INSTALLED CONCURRENT WITH OCCUPANCY OF ADJACENT HOUSE NORMAL GUTTER ELEVATION DROPPED GUTTER LINE - TYPE "A" CURB .17' LEX I Io ,q I I INLAND PACIFIC ENGINEERING 707 West 7th • Suite 200 (509) 458 -6840 Spokane, WA 99204 FAX: (509) 458 -68440,