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PE-1683-92 li Date to Review 1 -21 -93 Time # 2 Date to AA & DR 11 -18 -92 Time 3:00 Date Received 10 -29 -92 Project Name HARRIS SUB ADD SITE ADDRESS RICH/ W McDONALD Applicant's Name MICHAEL E HARRIS Address 12918 E 22ND - SPOKANE WA 99216 Contact person FLOOD ZONE Planning Contact Person I Date Submitted c \p\t \review.tor J NO W 4 S 1 SCHOOL 361 Engineer / Surveyor's / Architect's Name BILL MOSER Phone # 456 -2205 BLDG. PERMIT # - or - FILE# PE,- 1683 -92 Description Related File # ( ) za / 4-u q /13AGREEMENT TO PAY FEES COMPLETED & COPY TO ACCOUNTING No. Lots 11 No.Acres 3.5 Section - Township - Range PARCEL # 03542 -9051 Work # Date Conditions mailed Phone # Phone # 926 - 2508 SARA MARKS— — — — 1801 W BROADWAY STE 110 SPOKANE WA 99201 328 -5139 Initials 2-0 / /a-0 / 6 13 FINAL PLAT FEES COMPLETED & COPY TO ACCOUNTING Le/ p� Z— / 17 / �) NOTICE TO PUBLIC # 1 3 4 6 COMPLETED - OR Nl'1[9� ?e.`v DESIGN DEVIATION SUBMIFILD _/_./ ALTERATION TO PLAT - BLOCKS & LOTS / / HEARING EXAM _APPROVED DENIED - _APPEALED BBC _APPROVED _DENIED -C : / �i - / niiiit.r7n --., / 0 / - / �/ - • / / /.� (��r,V oo1 i l lyt/,rnn) .�ec%1. 11ILEiL, /.7.1/fv .v,�, A ()0u0 !/1 P,/i 8itzk3 D4 ttt ' ?L nes' 3- t4 z 101,4 (03 t 1 /I ".. bai Nnrr t t 19? 3 CcrYrnA o � ) (Cc pre t /p - cve 1.)- A. i f G 7 I l/ e-- - ., .7i .-c I e r p e t^I e J )-./� Vim. 7 19'93 e939t.(1 aa � J c. . ct.44 Dec-- 8 i-cici 3 9:65 4 s4. C 04-Da- . Pinar awi Lam•aI+r Cuaa19- it— 1tk• 93 en-oc , 94-4, tail l2't`F l fr. 30w..r L I1'1 • 43 20* DO— 9t,A,4 tW 4 .4 Ile IL0• 2 D4GQ, Olt! tN eu.-r- w19- - k o- I‘ -9 vtcNGfl l cc5zt g6\ rc `DCA I> PLAT NAME Plat Check Fee Number of Lots Road Miles (New) Total Area North Arrow Scale Leeend Procedures & Equipment 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 k \1\pta Description (To Man) Description (To Cert) Owners Certificate to Plat 1 Foot Strips RID - CPR Statement Access Prohibited R/W Dedication Drainage Language Flood Insurance Stormwater Management 208 Bonds - $1.000.00 ea Private Road Doc. #'s Private Road Warning 1 Road Plans 1 Bond Road Imam 1 Signed By Engineer ril N r\ STA r- IA c. w, P /G k 3 kilifigiS SURnt PAgEe / NO_ STATISTICS Aria- Q Rc73 Fe.- t✓Fl-c.2 -eF MAP Ay\ 1a (mot-, S " Pl c ce �1 (�1 \ 'A_SlV G 1 1 T1.G se nA p )c ( rs t vl/J 3 5 ko w u ni p (f A-n A) 1t (N) E ? Vasa ∎ Lct APAril 4a96. s f bK u; f t C %n , Sp Nc ws/li 5 /f/ 4n/ c- 208 PLANS APPROVED / / - nl 1 .!/ 40 -(6 / l� . -q-7) c ( FccM 41;fr— v 51.0ut 5 t I--o t2� A / /A dz- A, Ac C4 (!_ii /c /c/7 l ,• r)FDICATIfN 1 FR R 2 eR20t2 _ i' es wt1ltwm TMEniR4 AIAck CfPALeTL Af LA n l n 1/ / St /9 9 (NY-A1 NCu b lip CoR2cc'�c-RGrP1 .C' f�tS^ Ale l The Drainage Easement described hereinabove is to and shall run with the land. No modification ofr the boundaries of said Drainage Easement can be made without the prior approval of Spokane County. Whenever the individual lot'ownere of their successors in interest fail to maintain the drainage facilities in conformance with the approved Drainage Plan, a notice will be given to the individual lot owners 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 the individual lot owners or their successors in interest. Spokane County does', not accept- the responsibility of maintaining the drainage course on - private lots within" brainage Easements or floodplain areas, nor the responsibility for any drainage'whatoever,;'including but not limited to inverse condemnation to any p ro p erties• due , to ' deficient'construction and /or maintenance of drainage courses 'in ' Drainage "Easemen on :private prope This Drainage Easement will terminate at such time the described areas are plated. IN WITNESS WHEREOF, We have hereunto set our of December 19 93 STATE OF WASHINGTON ) COUNTY OF SPOKANE ) 88 On this day personally appeared before me personally known to me to be the individual(s) who executed the foregoing instrument and acknowledged the instrument to be the free and voluntary act and deed of said individual(s),.for the uses and purposes therein mentioned. Given under my hand and seal this // of December 19 93 stormdel /forms,7 Michael Ethan and Lida Rose Harris, Notary Public In and for the State of Washington, residing at Spokane. c R /0/10/9 7 hand(s) and seal(s) this /7 Harris Lida Rose , J3erris vet :;4 nboE _t 1.03 INTRODUCTION This matter has come before the Hearing Examiner Committee on January 21, 1993. The members of the Committee present are Phil Harris, Chairperson, Bud Skadan and Frank Yuse. PROPOSAL SPOKANE COUNTY HEARING EXAMINER COMMITTEE rerM E MTV Wu-ale-EN FINDINGS OF FACT. CONCLUSIONS AND ORDER The sponsor, Michael Harris, requests approval of a Preliminary Plat of Harris Subdivision, PE- 1683 -92, with existing Urban Residential -3.5 (UR -3.5) zoning within the Aquifer Sensitive Area (ASA) Overlay zone. FINDINGS OF FACT AND CONCLUSIONS 1. The property is generally located at the northwest comer of the intersection of McDonald Road and Rich Avenue in the northwest 1/4 of Section 3, Township 25 North, Range 44 EWM, Spokane County, Washington. The committee adopts the Planning Department Report as a part of this record. The Planning Department has recommended that the proposed plat be approved as conditioned. The Department of Transportation submitted a letter dated January 19 1993. This letter was submitted to the Hearing Examiner Committee for their consideration. 3. The existing land uses in the area are residential. 4. The proposed use is compatible with existing uses in the area. 5. JAN 2 91993 The Comprehensive Plan designates this site as Urban. The Urban category is for the purpose of residential use, including residential densities of 1 to 17 units per acre, or 3.7 units for this proposal. 6. The proposed plat does implement and conform to the Comprehensive Plan. 7. The Arterial Road Plan designates McDonald Road as an arterial, with a recommended right of way width of 70 feet. 8. The existing zoning of the property described in the application is Urban Residential -3.5 (UR -3.5) zoning, previously established as Agricultural zoning in 1942 and reclassified to Urban Residential -3.5 zoning on January 1, 1991 pursuant to the Program to Implement the Spokane County Zoning Code. Pursuant to RCW 58.17.195 the proposal does conform to the requirements of the existing Urban Residential -3.5 (UR -3.5) zone. 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, I after independent review, hereby adopts the DNS. HEC Order for PE-1683-92 Page 2 10. The legal requirements for public notice have been fulfilled. 11. The owners of adjacent lands expressed disapproval of the proposed use. 12. 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. 13. 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. 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. SPOKANE COUNTY PLANNING DEPARTMENT 1. The proposal shall comply with the Urban Residential -3.5 (UR -3.5) zone as amended. 2. The final plat shall be designed substantially in conformance with the preliminary plat of record. No increase of density or number of lots shall occur without a change of condition application submittal and approval. 3. The Planning Director /designee shall review any proposed final plat to ensure compliance with these Findings and Conditions of Approval. 4. A final plat/ name /number shall be indicated before the final plat is filed, such name/number to be approved by the Planning Director /designee. 5. Appropriate road name(s) shall be indicated. HEC Order for PE- 1683 -92 Page 3 6. The preliminary plat is given conditional approval for three (3) years, specifically to February 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. 7. Appropriate utility easements shall be indicated on copies of the proposed fmal plat. Written approval of utility easements by appropriate utility companies shall be received with the submittal of the final plat. 8. The final plat map shall indicate by a clear, dashed line the required yard setbacks from all private, "Tract X" or public roads. The dedication shall contain the following statement: "Side yard and rear yard setbacks shall be determined at the time building permits are requested unless these setbacks are specifically drafted on this final plat. The setbacks indicated on this plat may be varied from if proper zoning approvals are obtained." 9. Three (3) current certificates of tide shall be furnished to the Planning Department prior to filing the fmal plat. 10. Prior to filing of all or a portion of the final plat the applicant's surveyor shall submit one or more maps outlined in red of the area being fmalized. The scale shall match the appropriate assessor's map scale. 11. The Spokane County Planning e.partment 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 5 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 McDonald Road. NOTE: The County Engineer has required 5 feet of new dedication. 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. HEC Order for PE- 1683 -92 Page 4 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. 12. The final plat shall indicate yard setback arc lengths on cul -de -sac lots which meet or exceed the minimum frontage of the underlying zone of the final plat. 13. 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. 14. 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. 15. The final plat dedication shall contain the following statement: The public water system, pursuant to the Water Plan approved by county and state health authorities, the local fire protection district, County Building & Safety Department and water purveyor, shall be installed within this subdivision and the applicant shall provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot and prior to issuance of a building permit for each lot." 16. 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. 17. The Water Plan and the above four (4) conditions of approval regarding the Water Plan may be waived by the Planning Director /designee upon receipt of letters from the appropriate water purveyor and fire protection district stating that simple connections to an existing, approved water system will provide adequate domestic and fire protection water to ensure the public health, safety and general welfare. 18. A survey is required prior to the filing of a final plat. 19. 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. ( HEC Order for PE- 1683 -92 Page 5 SPOKANE COUNTY DIVISION OF ENGINEERING AND ROADS Prior To Issuance Of A Buildine Permit Or Use Of The Property As Pr000set. 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 centerline and curb grades shall be submitted to the County Engineer for approval prior to construction and/or the filing of each final plat; road plans to be prepared under the direction of a licensed Professional Civil Engineer. 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. 0 Dedicatjpn of fiye (5) feet of additional right -of -way along McDonald Avenue is required. 9. Existing county roads providing direct access to the plat shall be paved and/or curbed to Spokane County standards. 10. All Public roads within the plat shall be designed and constructed to Spokane County standards. 11. Sidewalks are required along the arterial(s) on McDonald Avenue. 12. The word "applicant" shall include the owner or owners of the property, his heirs, assigns and successors. HEC Order for PE- 1683 -92 Page 6 13. The County Engineer has designated Typical Roadway Section Number Two, Local Access standard for the improvement of Harris Court which is to be constructed within the proposed development. This will require the installation of 36 feet of asphalt. The construction of curbing is also required. 14. The County Engineer has designated Typical Roadway Section Number Two, Collector Arterial standard for the improvement of McDonald Road, which is adjacent to the proposed development. This yi1J _r& uirr, the addition of approximately 10 -12 feet of asphalt along the frontage of the development. The con ctruct t curb ing and sidewalk is also required. 15. The County Engineer has designated Typical Roadway Section Number Two A ccess im provement ot Rich road, whit is ail ent to the proposed development. t ms wife require the addition of a roxy, 5 -7 feet of asphalt along the frontage ot the development. 1 he construction of curbing is also required. 16. The proposed subdivision shall be improved to the standards set forth in Spokane County Board of Commissioners Resolution No. 80 -1592, as amended, which resolution establishes regulations for roads, approaches, drainage and fees in new construction. 17. 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. 18. The County Arterial Road Plan identifies McDonald Road as a Collector arterial. The existing right -of -way width of 50 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 5 feet in width along the McDonald Road frontage shall be set aside in reserye, This property may be acquired by Spokane County at the time when arterial improvements are made to McDonald Road 19. 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. SPOKANE COUNTY DIVISION OF UTILITIES 1. Pursuant to the Board of County Commissioners Resolution No. 80 -0418, the use of on -site sewer disposal systems is hereby authorized. This authorization is conditioned on compliance with all rules and regulations of the Spokane County Health District and is further conditioned and subject to specific application approval and issuance of permits by the Health District. r HEC Order for PE- 1683 -92 2. [The dedication shall state: ] ':The owner(s) or successor(s) in interest agree to authorize the County to place their name(s) on a petition for the formation of ULID by petition method pursuant to RCW 36.94, which petition includes the owner(s)' property; and further not to object by the signing of a protest petition against the formation of a ULID by resolution method pursuant to RCW Chapter 36.94 which includes the owner(s)' property. PROVIDED, this condition shall not prohibit the owner(s) or successor(s) from objecting to any assessment(s) on the property as a result of improvements called for in conjunction with the formation of a ULID by either petition or resolution method under RCW Chapter 36.94." 3. Any water service for this project shall be provided in accordance with the Coordinated Water System Plan for Spokane County, as amended. 4. [The dedication shall state: ] "Each new dwelling unit shall be double - plumbed for connection to future areawide collection systems." 5. A dry sewer connection to the future areawide sewerage system shall be constructed. Plans and specifications for the dry sewer connection shall be reviewed and approved by the Utilities Department. SPOKANE COUNTY HEALTH DISTRICT Page 7 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 lot of the plat. 7. Prior to filing the final plat, the sponsor shall present evidence that the 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 HEC Order for PE- 1683 -92 Page 8 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 /City of Spokane, Spokane County Health District and the purveyor harmless from claims by any lot/tract purchaser refused a building permit due to failure of the plat sponsor to satisfactorily complete the approved water system. 10. Prior to filing the final plat, the sponsor shall demonstrate to the satisfaction of the Spokane County Health District that suitable sites for on -site sewage disposal systems are available on all lots except Lot 9. 11. Prior to filing the final plat, the sponsor shall demonstrate to the satisfaction of the Spokane County Health District that the existing on -site sewage disposal system serving the residence located on Lot 9 is wholly located within the boundaries of the lot. 12. -Subject to specific application approval and issuance of permits by the health officer, the use of individual on -site sewage disposal systems may be authorized. 13. The dedicatory language of the plat will state: "Subject to specific application approval and issuance of permits by the Health Officer, the use of individual on - site sewage systems may be authorized." 14. The dedicatory language on the plat shall state: "Use of private wells and water systems is prohibited." 15. The plat dedication will 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 subdivision and the applicant shall provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot and prior to issuance of a building permit for each lot." SPOKANE COUNTY DIVISION OF BUILDINGS 1. Fire flows are applicable for this proposal. The minimum fire flow and flow duration will be based on a representative dwelling size for all floors not including the basement. The maximum dwelling size needs to be submitted to the Department of Buildings. 2. An approved water supply capable of supplying the required fire flow protection shall be provided before any building permits are issued. The water system shall be HEC Order for PE- 1683 -92 Page 9 installed in accordance with an approved Water System Plan on file with the Department of Buildings. Certification that the installed system complies with the requirements of the plan and is operational shall be submitted to the Department of Buildings prior to permit issuance. 3. Hydrant location, number and type capable of delivering the required fire flow for residential development shall be provided in accordance with required design specifications. The average distance between hydrants shall be 600 feet and shall not exceed 700 feet. SPOKANE COUNTY AIR POLLUTION CONTROL AUTHORITY 1. All air pollution regulations must be met. 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. All travelled surfaces (ie. ingress, egress, parking areas, access roads) should be paved and kept clean. 4. 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. 5. Debris generated as a result of this project must be disposed of by means other than burning (ie. construction waste, etc.). 6. Demolition and renovation projects must comply with the requirements of CFR 40, Part 61, Subpart M. Intent to Demolish and Renovate forms are available at the SCAPCA office. 7. All solid fuel burning devices (wood stoves, pellet stoves, etc...) must comply with local, state, and federal rules and regulations. WASHINGTON STATE DEPARTMENT OF ECOLOGY 1. Direct discharge of stormwater from houses, driveways, roads, etc. is not acceptable. 2. The project must meet the County 208 Stormwater Program. 3. Disposal of construction debris should be done in such a manner that debris cannot enter the natural stormwater drainage system or cause water quality degradation of state waters. Erosion and sediment control practices must be used on the construction site to prevent sediments from entering the natural stormwater drainage. HEC Order for PE- 1683 -92 Page 10 ORDER . The Hearing Examiner Committee, pursuant to the above Findings of Fact and Conclusion, APPROVES the application of Michael Harris for the Preliminary Plat as described in the application PE- 1683 -92 known as Harris Subdivision. Motion by: Bud Skadan Seconded by: Frank Yuse Vote: (2 -0) TO APPROVE THE PRELIMINARY PLAT WITH EXISTING URBAN RESIDENTIAL -3.5 (UR -3.5) ZONING HEARING EXAMINER COMMI I'1'hE HEREBY ATTEST TO THE ABOVE FINDINGS, ORDER, AND VOTE Al 1 EST: - — For WALLIS D. HUBBARD Planning Director By PAUL F. JENSEC Senior Planner /— ?,— Date Abstained Chairman P 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. VARIANCE # BLDG # O11 -IER 2 f e k'3 4 � . s J T , R PARCEL # 4 1Sb3 2 _ 9 d 3 Al / sCS) ROAD NAME (? e A �� A CURRENT ASSESSOR'S MAP which depicts the location of your property. Notice to Public #. COMMENTS M I hAr L £THk,l RA2ats Ott/ L CU4 - Rd D Right-of-Way Agent k \puiotiae.192 • PHONE - WORD Right-of-Way Forward to you from APPLICANT'S NAMI I t Kam. 1-\A(2? lc MAILING ADDRESS 1f )-7 tf ` C %NA `�1 55¢ukM� wA -1 I G, PHONE - HON r The following documents are needed before the Spokane County Engineer's Department can begin processing your variance or building application as approved. (509) 456 -3600 X AGREEMENT TO PAY FEES have been collected. RECORDED COPY OF DEED, DEED OF TRUST, contract or conveying instrument. These may be ` obtained from the County Auditor, 2nd floor of the Courthouse. LEGAL DESCRIPTION of your access easement. ,81/94 / a 1 is rSv6 cis V,6'GA, /clic.&C A LISTING OF NAMES of individuals who will be signing the documents. These individual names. should appear as the person(s) legally sign their [lame. E edt Ejrc61 LIDA Rose– 1 - I — AZP IS OWNERSHIP MICRO -RUN. These may be obtained from the County Assessors, 1st floor, of the Courthouse, Jefferson entrance, 2nd door on the left. The necessary documents will be prepared by the Engineers Department, Right-of-Way Section, upon provision of the information noted above. You will be notified when the documents are ready for signature. The documents may be sent to you, however, IT SHOULD BE NOTED THAT ALL SIGNATURES MUST BE NOTARIZED. The Engineer's Department does have notaries available if you choose to sign the documents at our office. Please call when ready Please mail when ready r upon) t b f �z t N ��tru �1/ P ;, 6Vrt/ a,9S6rneh z brae jgAsuereci 1G < 3 A/9 y / /.f-( SG kt - ,ee,cS i he A/ cJocci/tt e f o COU. PREPARED FOR: MIKE HARRIS N. 4407 McDONALD SPOKANE, WA 99216 cc: Wyatt- Jaykim Engineer cc: Spokane County Engineer TRANSAMERICA TITLE INSURANCE COMPANY 720 NORTH ARGONNE SPOKANE, WASHINGTON 99212 (509) 922 -2222 /FAX 926 -1519 PLAT CERTIFICATE Effective Date: August 18, 1993 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: That portion of the South one -third of the East 1038 feet of Government Lot 3 in Section 3, Township 25 North, Range 44 E.W.M., lying Easterly of the West 644 feet and North of the South 30 feet; EXCEPT that portion described as follows: BEGINNING at a point on the West line of McDonald Road which is 7.00 feet South of the North line of said South one -third of Government Lot 3; thence Northerly, along said West line, 7.00 feet; thence Westerly, along said North line, to a point which is 394.00 feet Westerly, measured at right angles, from the East line of said Government Lot 3; thence Southeasterly to the Point of Beginning; AND EXCEPT McDonald Road; Situate in the County of Spokane, State of Washington. VESTED IN: MICHAEL ETHAN HARRIS and LIDA ROSE HARRIS, husband and wife. page 1 of 2 Order Certificate for Charge: Tax: Total: AUG 2 7 1993 SFB,,,hitf COUtTY EftGINEER No.: ME- 178627M Filing Harris Proposed: Subdivision $125.00 10.00 $135.0.0 EXCEPTIONS: 1. Taxes and assessments, if any, no search having been made thereof, as to Parcel No. 45032.9051. 2. Liability to future assessments by Trentwood Irrigation District No 3. 3. Liability to future charges by Spokane County for Storm Water service. 4. Restrictions imposed by instrument recorded on January 20, 1947, Recording No. 734478A, as follows: The district reserves all existing rights of way and easements over and across said premises, and also the right at any and all times to go upon said premises, or any part thereof, for the purpose of constructing, operating and maintaining canals, ditches, flumes or pipe lines, which shall by the Board of Directors of said district be deemed necessary in the operation of its irrigation system. 5. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: 6. 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 sac GRANTOR: TRUSTEE: BENEFICIARY: ORIGINAL AMOUNT: DATED: RECORDED: RECORDING NO.: RE- RECORDED: RE- RECORDING NO.: page 2 of 2 Order No.: 1 Miele r esin, Title Officer' ME- 178627 under Michael Ethan Harris and Lida Rose Harris, husband and wife Spokane County Title Company, a corporation William Henry Albach and Evelyn Elizabeth Albach, husband and wife $122,000.00 September 14, 1992 September 16, 1992 9209160341 October 29, 1992 9210290641 FILED FOR RECORD BY & RETURN TO: - 50 Hennessey, Edwards and Boswell, P.S. S. 1403 Grand Blvd, Suite 201 -3 Spokane, WA. 99203 <, 92091603 1 > .r DEED OF TRUST r�� t '111 ,,, ?�F ?fl I. ,rIt(Gi prd r rr99. • RFO I' t � ' This spec $ffs4 V�E 1 (I tr� THIS DEED OF TRUST, made this <1 day of September, 1092, between MICHAEL EfHAN HARRIS AND LID/. ROSE IL'.n:U$ husband and wife, Urtuttor, whose address is 12918 East 22nd Avenue, Spokane, WA 99216 and SPOKANE COUNTY TITLE COMPANY s corporation, as Trustcc whose address is H. 426 Boone Spokane, WA 99204 and WILLIAM HENRY ALRACH AND EVELYN ELIZABETH ALBACII, husband and wife, as Beneficiary whose address Is North 722 Burns, Spokane, WA. 90210. WITNESSErH: Grantor hereby bargains sells and conveys to Trustee in Trust, with power of sde, the following described real property in Spokane County, Washington: /of the East 1038 feet That portion of the South one -third of Government Lot 3 in Section 3, Township 20 North, Range 4d E.W.M., lying Easterly of the West 044 feet and North o f the South 30 feet; EXCBVI that portion desert &e1 as follows: BEGINNING at a point on the West line of McDonald Road which Is 7.00 feet South of the North line of mid South one -third of Government Lot 3; thence Northerly, along said West line, 7.00 feet; thence Westerly, along said North Wt, to a point which is 394.00 feet Westerly, measured at right angle; from the East line of said Government Lot 3; thence Southeasterly to the Point of Beginning. AND EXCEPT McDonald Road; Situate in the County of Spokane, State of Washington. which real property Is not used principally for agricultural purposes, together with all tenements., het edi W neia, and appurtenant—es now or hereafter thereunto belonging or in any wise npperinudng, and the rent; issues and profits thereof. This deed is for the purpose of securing performance of each agreement of Grantor herein contained, and payment of the sum of ONE HUNDRED TWENTY TWO THOUSAND DOLLARS AND 00 /100TITS ($122,000.00) with interest, in accordance with the terms of a promissory note of even date herewith payable to Beneficiary or order, and made by Grantor, and all renewals, modifications and extensions thereof, and deo such further suns as mny be advanced or loaned by Beneficiary to Grantor, or any of their successors or assigns, together with interest thereon at such rate as shall be agreed upon. To protect the security of this Deed of Trust, Grantor covenants and agrees: 1. To keep the property in good condition and repair, to permit no waste thereof; to complete any building, structure or improvement being bunt or about to be built thereon; la restore promptly any building, structure or improvement thereon which may be damaged or destroyed; and to comply with all y 1"t FILED FOR REODRD UFST OP wrznace creo RarURN TO NAND WALDO AND SOWEDA P.S. ADDR23& 221% North Mm RA _ CITY. SUM. TAP: Spdas WA 9n" STATUTORY WARRANTY DEED VGDI ' IPA 16 nm cannons. SYLVIA M. LYON, who acquired title as SYLVIA M. PEDIGO Ucaling in separate property, and WILLIAM E. LYON, her husband, tor .a to mmldentioa el Ten Dollars ($10.00) and other valuable cOnsidcration la lute sale, conveys sad .w..w MICHAEL ETHAN HARRIS and LIDA ROSE HARRIS, husband and wife, ]/ We Woven dadhd a sans slowed b the Canty of Spobm Sue or W,. jag: ' of the East 1D38 feet That portion of the South ono- third Government Lot 3 in Section 3 Tnwnshin 29 North Range 44 East of the Willamette Meridian, lying Easterly of the West 644 feet and North oTthe South sir et; ' O' fe S —5(pLf AND EXCEPT McDonald Road; LIMED: September 14, 1992 SYLVIA M. LYON / f 7, WILLIAM E. LYON STATE OF WASHINGTON COUNTY OF SPOKANE I F . rD :_1T D .WMDO \1 , / w. JCL/ VGL_ . 4 PAGE 17GG C SFr IS 113. _ 92102 , EXCEPT that portion described as follows: BEGINNING at a point on the West line of McDonald Road which is 7.00 feet South of the North Inc of said South one -third of Government Lot 3; Thence Northerly, along said West line, 7.00 feet; Thence Westerly, along said North line, to a point which is 394.00 feet Westerly, measured at right angles, from the East lint of said Government Lot 3; Thence Southeasterly to the Point of Beginning; Situate in the County of Spokane, State of Washington. SUBJECT TO: Liability for future assessments levied by Trentwood Irrigation District No. 3; Easements, restrictions, reservations, provisions and agreements of record. 9200014838 ...cue lax ram w. Sal. Ana. N. 4.9„..1y..{0 01. "SKIP" CHILDERS )ss. 5pok> tiY ) r.M • oa WY /5 day et Se/ember. 0992. before me paemuy .ppamd SYLVIA M. LYON and WILLIAM a LYON. to me bows to be the WMdah decibel Is me Mw =carted the MOO net keeper Ioam,mm t ad sboddgad Wan toy aig d the time m Weir Inc ad aoenun as and decd. tan the ad papaws Wart medmed. OWEN under my had ad dfdJ We M' and year eo above AS, CI^'1, L w .l.ill M J ?DEB TITLE rLiY.J l,r!I'7i . 4 `NOTARY PUBLIC in and for the State of 'Washington, Residing at Spokane My Appointment Expires: 815.93 1.101 9200017597 as lee have oA Sala Ana. Pd. >• -00 7 0.E ''SKIP" CHIME Spokane County Tress r <p,o/-1y /9..2--• • iisKiStriot 43, of the Countioi; .i. Tr taild.n - consideration of •lx:ic 4.f-^',7:,':), lab ollirs band paid, convey aktfiraitilVinsellteastreiver, husband • nd wife , tbire;;;Firrin: • aribed$ 22kaa ' taldaitusted In the County at telt i*Vitc4e .p.r.L • , • . '• .:kg SillsAAXAS ' pa ,i..?4,:eltilb..■ tahirte.:(11! ).of4the Nast 1038 feet of Government:fiT.:iv, l,0 " rtti,' Hants rutty- o 44)z.r%12';' . . • ot.:Miyaiiidt easements: over s nd norms. a • id preit-i5 1 times - to' go upon tisid premien, or any part thereof' tingtand'maintaininecansla, ditohea, flumes' or pi .otors 'of! laS.d: distria t be- deemed necessity In ,i1* IQ ;44+1' Orton.; c'PatXtm:: $, 1 t n4i o e... ,., ,. . - .. . .. 0. , int 0Musubtrlfi call of: reord..1 - . - • • In atimot* offastA410 ragtanams' onsediStaamme. tn. be signed hereto and its toren • POrstalibetttieb lit ,tmelmiliIM Itattlat at:December,. 1946‘.< ......;-..a.... sI: Wiz P. ''-• • • - - . TrentwadiIrilgotitlik tlist 04.1. .04.-:[ 4?.., i f.. .. . . • , . .1 n dr . Trentwood Iigation District la - 3Ooksa• Dountgrii,WA ,, tir .1.? tst.:1 'o.s..• u.s' Sylierl Madden, Aa ite rresident i.'.': Organized 4'1918.4 ,..; 14 .42:4,t11Y.-14i.. • . . ' .... Attests T. 0. Remsehite Its Secretary. ..............:....1.- I . - V- ... in. An., ..1 . • • . County. - of OftelaMMWS,01:Are ,isni. '...t.: - ' • -''. - : • . Stole of",lrembintain day of December A.D. 1946, before me, • Notary ?Utah:. \ in spd State,. personally. appeared Esti hadden end T.,.0: Ramsey' 1 to iss known"; to' Secretary reapectively of the corpora tion thi t executed : .. • • . ., ninkl.nstatespl -the sold Ina trument to be the free and - ' .' ' I voluntary_ a aitt• te4cos tor t be uses and purpoaae therein mentioned,, and 'such on _oath/ate ' ik;4&/ execute ae14 Instrument' and that the 'eel eft • . fixed .1t.tbe?.corpurt A:: MS+ IMifigs14 torpors t ion.: -..• • 2 i .: ,, . . . 1 ,,.. !•.,, '- - _, .1 tf Al 0 tAti« c;..., . - , • ,. , - • . .. . . • In latness....11hareof;1 a at my band ;podia:fixed ray official seal the day and - . .. .. • yger first a.k.a yrittun.,- ,: 4,- :. •,,•• - • ------ - ---- -r • : • . COUNTY -- -; -5 -- r S O R -- 0�' Y . .96 Ac. op 4- 39.34/9c. Sty 83 LOT 353/. 60A� . :\ WF< F .SF FV 125 L076 L0T33) as 3 ?IV /o30'' On y o o it' z P l $ _a b o 94 P O /0)8 STEVICK ADDITION 11 Tit ri 25 0" 5 0,9 P �o t o � Q'3 /t4 • 44 TRANSAMCRICATTTLE INSURANCE COMPANY This sketch is provided, without charge, for your information. It is not intended to show all matters related to the property including, but not limited to, area, dimensions, easernents, encroachments, or location of boundaries. It is not part of, nor does it modify, the commitment or policy to whi.h it is attached. Tho Company assumes NO LIABILITY for an _ matter related to this sketch. Reference should be N 1 ! ,WA .� made to an accurate s.irvey for further information. No. 93 1585 By: BEFORE THE BOARD OF COUNTY COMMISSIONERS FOR SPOKANE COUNTY IN THE MA 11 ER OF FILING THE FINAL PLAT ) OF PE- 1683 -92, HARRIS SUBDIVISION PHASE I ) WITH EXISTING URBAN RESIDENTIAL -3.5 ) (UR -3.5) ZONING AND WITHIN THE AQUIFER ) SENSITIVE AREA (ASA) OVERLAY ZONE IN ) SECTION 3, TOWNSHIP 25 NORTH, RANGE 44 ) EWM, SPOKANE COUNTY, WASHINGTON BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON, that the Final Plat of PE- 1683 -92, Harris Subdivision Phase I, being that portion of Section 3, Township 25 North, Range 44 E.W.M., Spokane County, Washington, described as follows: The east 394.00 feet of the south 1/3 of the east 1038 feet of Government Lot 3 in Section 3, Township 25 North, Range 44 East, W.M., lying north of the south 30 feet; Except the west 253.41 feet thereof; And except that portion described as follows: Beginning at a point on the west line of McDonald Road which is 7.00 feet south of the north line of said south 1/3 of Government Lot 3; thence northerly, along said west line, 7.00 feet; thence westerly along said north line to a point which is 394.00 feet westerly, measured at right angles, from the east line of said Government Lot 3; thence southeasterly to the point of beginning; And also except McDonald Road; 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 0 DAY OF DECEMBER, 1993. A I 1 EST: WIL ' M E. DONAHUE Clerk ` the Board Ros ne ontague, Deputy Cle RESOLUTION BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON ven Ha y, Chai persoi TO: FROM: SUBJECT: 0 17(11 krr — TA Y tc rn gt den s ►,gas Standard Drainage Language for the Dedication on /4046 FiSe 1) Drainage easements, as platted and shown hereon, which are for the purpose of installing,; operating and maintaining drainage swales and drainage facilities to dispose of runoff, are hereby' granted. The County of Spokane is hereby granted the right of ingress and egress to all drainage easements adjacent to the public right of way. The property owner shall maintain the drainage; swale with a permanent live cover of lawn turf, with optional shrubbery and /or trees, which do not obstruct the flow and percolation of storm drainage water in the drainage swale as indicated' by the approved plans. & , of Block / end -Sots, & ,- e€-131eck , shall be held responsible for keeping open and maintaining the path of the natural or man -made drainage flow over and across the property. The owners of Lots IWNdcv'genbt.drain 1 - OFFICE OF THE COUNTY ENGINEEh -- Spokane County, Washington Date: Dee_. 8, , 2q3 3) The property owner or his representative shall inform each succeeding purchaser of all drainage easements on the property and his responsibility for maintaining drainage facilities within said easements. 4) Spokane County does not accept the responsibility of maintaining the drainage course on private; lots within drainage easements or floodplain areas, nor the responsibility for any drainage) whatsoever, including but not limited to inverse condemnation to any properties due to deficient construction and /or maintenance of drainage courses in drainage easements on private property. n t - ' The lowest building opening, including basement opening, for any buildingSon Lot4 -ad" Block 1 shall be high enough to allow a minimum slope of 3% away from the building in 10 feet. All drainage shall be routed away from the building to natural drainages or other lawful drainage features. 6) Development within this subdivision shall conform to the requirements of the National Floodj Insurance Program and Chapter 3.20 of the Spokane County Code. The lowest floor, includingt basement floor, for any structure shall be constructed according to the requirements of the Spokane County Flood Zone regulations in effect at the time a building permit is issued. Purchasers of property in this subdivision are warned of possible flooding or ponding and the potential requirement to purchase Flood Insurance. This warning shall be carried in each and every deed drawn to transfer ownership of any and all property within this plat in the Area of, Special Flood Hazard 7) An approved lot grading plan exists for Lots and Block , and Lots & , Block Grading must conform to said plan on file in the County Engineer's Office. 8) Spokane County shall not be responsible to maintain ingress or egress across the flood plain area. 9) The owner(s) or successor(s) in interest agree to join in any County approved Stormwater Management Program and to pay such rates and charges as may be fixed through public hearings for service or benefit obtained by the planning, design, constructing, maintaining, or operation of stormwater control facilities. 10) A statement must appear in the dedicatory language of the plat that individual driveway access permits be required prior to issuance of a building permit for driveway approaches to the County road system. This approach shall be constructed in accordance with the approved plan on file in the County Engineer's office. VARIANCE # APPLICANTS NAMI?LA 1 Kr= , `Ae? IC BLDG # tton p 'I OTIIER# P i& Sf 3 ,f MAILING ADDRESS ik% 44 ) U' C pr-AJM `G1 S 3 .T ( , R d T4 Cp Ale ) wA e ca I G, PARCEL # PHONE - HOMP ROAD NAME PHONE - WORV The following documents are needed before the Spokane County Engineer's Department can begin processing your variance or building application as approved. (509) 456 -3600 AGREEMENT TO PAY FEES have been collected. RECORDED COPY OF DEED, DEED OF TRUST, contract or conveying instrument. These may be obtained from the County Auditor, 2nd floor of the Courthouse. _ ' LEGAL DESCRIPTION of,your access easement. 23LAIVkGJ £otei/ie v' Eked} //4n,/s Sv6Gltvi&iati PAcIsC / vL A LISTING OF NAMES of individuals who will bv signing the documents. These individual names- should appear as the person(s) legally sign their name. - M I C h Art c ET} F} 1.1 1 FA 2RS s L I D A Rose- I - 1 - AZR 1s A CURRENT ASSESSOR'S MAP which depicts the location of your property. Right -of -Way Agent k■pVnotia.192 OWNERSHIP MICRO -RUN. These may be obtained from the County Assessors, 1st Boor, of the Courthouse, Jefferson entrance, 2nd door on the left. The necessary documents will be prepared by the Engineer"s Department, Right -of -Way Section, upon provision of the information noted above. You will be notified when the documents are ready for signature. The documents may be sent to you, however, IT SHOULD BE NOTED THAT ALL SIGNATURES MUST BE NOTARIZED The Engineer's Department does have notaries available if you choose to sign the documents at our office. Please call when ready Please mail when ready Notice to Public #. Ri AvtiO �G I DC� rib ��U I- vtute % y Icch 2 Ri 0 i(N�u COMMENTS AW1P 1 6/4&Srne ` ',rue ^i"t� �tO COUM c f} / . L GU Akf - Sof U kjuh 64 t iI,e',cs A I he Ai doc Uhf exit > 4-D c-j Forward to you from ;Dare 6s e 4 c: \wpdoc \dave \memo \items OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON TO: BILL JOHNS FROM: DAVE BERTO 7 G` DATE: December 27, 1993 SUBJECT: BOND ITEMS P1683 HARRIS SUBDIVISION The bond for the above mention project is for the following items: 1) All the items on the approved road and drainage plans including the sod for the "208" Swales. For security SPOKANE COUNTY, a following: STATE OF WASHINGTON 0026p 4 's purposes only, f12a1 . E hereby asst sto.. r political subdivision of the State of Washington, the '''•/., J X99, Savings Certificate Number 2-015 3 70 8 in the face amount of and held in and by the Bank of M ;Ilw00 A S S I G N M E N T DATED this 1 5 day of 0-ace,— GIVEN UNDER MY HAND ANDatrAquiL SEAL A. ` e t• ro U �✓ ,J y, 4 0 °_C2 SC 46‘ m This ssignment is made as security for the full and faithful performance by M; cLooL( , 1- 1are,• 5 of certain roads, monuments and drainage facilities for No-1- s 5 „Sd, S; or as specified in the typical section and roadway improvement specifications for said project, dated ,i) 19 'i 3and on file in the Office of the Spokane County Engineer. Any interest benefits accruing under said savings certificate shall remain the property of /Ic.L.c.( rlo 5 Said savings certificate to be released to M; e-LLr c.l o - re 3 or any other party only with the prior written consent and agreement of Spokane County. PROVIDED, FURTHER, the undersigned does hereby authorize sea 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 deems necessary to complete such obligation. Upon receipt of such written documentation, Mrc,✓•itt( r�a� s hereby authorizes Se4 r7,-, d- (50,_k_ to release to Spokane County that amount of money requested up to the maximum; amount in the savings certificate. d DATED this �5 day of (Jere „ Y, 4 J- ,-t9$ 3 ' t ar J i nt � NAT70/91t- e ` C lv Ulfr m�2 DEVELOPER this My Commission ExQires.9, .19...27 Branch el. SLY l q t7 ( \8 • ) :ss 'County of Spokane ) t':.V , , y; On this day personally appeared before me Michael E. Harris - ;,, -,'0 - td me known to be the individual described in and who a -cuted the within ,. foregoing instrument, and acknowledged that by si; ed the same as h„ •G ` . ∎ ; , %. and' voluntary act and deed, for the uses and purposes therein mentioned. 1 - 1993 e • ( Notary Public in and • of Washington, resid the State at Spokane KATHLEEN A. SEEGEF S P O K A N OFFICE OF THE COUNTY ENGINEER Ronald C. Hormann, P.E., County Engineer Seafirst Bank N 2716 Argonne Road Spokane,Wa. 99212 Dear Sir or Madam: RE: Harris Subdivision P1683 Michael Harris. C o u N T Y A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director May 25, 1995 Please be advised that Savings Assignment No. 20539081 issued by your company as surety for installations of roads and associated drainage facilities for the above mentioned plat, dated December 15,1993, in the current amount of $900.00 may now be released. If you have any questions, feel free to call our office Very truly yours, Ronald C. Hormann, P.E. . Spokane Coun%y Fngine�er David A. Berta Plat Compliance Surveyor 1026 W. Broadway Ave. • Spokane, WA 99260 -0170 • (509) 456 -3600 FAX: (509) 324 -3478 TDD (509) 324 -3166 �� fr�� 3 W W � PUNCH LitS jam:• OPPE E Off'' Ja-gt SPOWE PROJECT NAME: Ha rris Aiclr INSPECTOR: 5 k, DATE: +.�fxbc CONTRACTOR AND /OR SUBCONTRACTORS: El /u, vm kl•4, COA A4sp1alt ITEMS: � ) 3) T ,AIc_ '5 `?' s C tiorrousil Rte } L ,..6rr.\ Cer ixre . J) 5 ,,..( LOR On Yl/l SEWER INFORMATION: AIR TESTED: MANI)RELL: TV INSPECTION REQUEST: INSPECTOR'S SIGNATURE: sosisse Nor pa,is -Ca'_ 208 prrn /zc-k dr DATE: DATE: redvid Cass n D PASS PASS �I DATE: o FAIL o FAIL • 8 /zz 3'1 1 3/3i/9S tT #:.— . ,)t;:tr 4 =r,:tersfrit'n tr. - . • ala TV PURGER are ernem OF Jtk • SPOWTE COMMIWT ENOZNEEIRS PROJECT NAME: j-la iris A hin 1 *31 INSPECTOR: 5-tf 43 DATE: 3/ a zi'1 .9 CONTRACTOR AND/OR SUBCONTRACTORS: E I itA_, tetAtklc.., !DA .451a1 rrEms: ,) eery, r r ?02 renetd karir dr y s (Ptcnot) 7.-) .54.4 it-ta ti /MI IA kw en Whin) (P4se 3) ,5;erc q) 71; , I itrld ren / li r e 14. 4-64, ca t c- , 5) Sod aoR PnwJS (Pkase • SEWER' INFORMATION: • ' 1 AIR 31iSTE15: DATE: a PASS a PAIL IVIAI',ORELL: DATE: G PASS a PAIL TV:1241PECtION REQUEST: DATE: INSPPROR'S SIGNATURE: A6 .. 2 j;627( . ( . ..- _ .... *1.0.- .R-4.y e ..);k.sr.bittariskt-t-t- , ‘kni-eitintlia.:1,4fiii., . _ . _ , . . - in 1 " r" .p- PROJECT P1683 HARRIS SUBDIVISION PHASE 1 NAME DAVE BERTO DATE 08 Dec -93 DRAINAGE ITEMS 1) Drywell - Type A 2) Drywell - Type B 3) Grate - Type 1 4) Grate Type 2 5) Grate - Type 3 6) Backfill For DW UNITS QUANITY PRICE EA 1200.00 RA I04 EA 1 1600.00 EA 300.00 EA 330.00 log. EA 1 300.00 �� CY 40 15.50 7) Concrete Inlet EA 700.00 8) C.M. Pipe 10" Dia. LF 22.00 9) C.M. Pipe 12" Dia. LF 25.50 10) C.M. Pipe 15" Dia. LF 27.50 11) C.M. Pipe 18" Dia. LF 29.00 12) Precast Manhole EA 1450.00 13) Solid lid EA 300.00 14) Ditch/208 Excavation Iola CY 20 10.00 15) Sod toot SF 510 0.70 NON STANDARD DRAINAGE ITEMS 1) Filter Fabric Lining for D.W. loo LS 2) 3) 4) 5) 6) 16) Monuments EA 180.00 17) Barricade LF 30.00- 18) Street Signs EA 80.00 GRADING, SURFACING. CURB. AND SIDEWALK 19) Rauch Grade 20) Top Course 21) Base Course 22) Asphalt Concrete 23) Curb Type A 24) Curb Type B 25) Curb Type R 26) Sidewalk NON STANDARD ROAD ITEMS 1) 2) 3) 4) 'ir BOND ESTIMATE DRAINAGE SUBTOTAL 3227.00 OTHER SUBTOTAL 0.00 ton CY 10% CY CY to7. Tons 307. LF LF LF SO YD 12.8 10..2 J. 2 100.3 24- GRAND - TO T AL ' ' d ' 10.00 14.00 14.00 44.00 6.60 7.90 7.60 16.40 COST 0. 00 1600. 00 0. 00 0. 00 300.00 620. 00 0. 00 0.00 0. 00 0. 00 0. 00 0. 00 0.00' 200. 00 357. 00 150. 00 0. 00 0. 00 0. 00 0. 00 0. 0. 00 0. 00 0. 00 128. 00 142. 80 0. 00 228. 80 661. 98 0. 00 0. 00 0. 00 0. 00 0. 00 0. 00 0. 00 GRADING AND SURFACING 1161.58 ar..Pk- l " ma y,Z 747388:58 " ' 19) 20) 21) 22) 23) 24) 25) 26) ROJECT P1683A HARRIS SUBDIVISION PHASE IINAME DAVE BERTO DRAINAGE ITEMS Drywell - Type A @ 100% ▪ Drywell - Type B ;) Grate - Type 1 -) Grate Type 2 0) Grate - Type 4 @ 100% • Backfill For DW @ 100% -) Concrete Inlet i) C.M. Pipe 10" Dia. )) C.M. Pipe 12" Dia. .0) C.M. Pipe 15" Dia. :1) C.M. Pipe 18" Dia. :2) Precast Manhole 3) Solid lid :4) Ditch /208 Excavation @ 100% :5) Sod VON STANDARD DRAINAGE ITEMS :) Filter Fabric Linino For D.W. @ 1007. 3) 4) 3) 5) 16) Monuments @ 100% 17) Barricade 18) Street Signs @ 100% GRADING, SURFACING, CURB, AND SIDEWALK Rough Grade @ 20% Top Course @ 100% Base Course Asphalt Concrete @ 1007. Curb Type A @ 30% Curb Type 8 Curb Type R Sidewalk NON- STANDARD ROAD =ITEMS 1) 2) 3) 4) 1ST BOND REDUCTION Ret 1070 EA EA 101. EA EA EA )07, CY EA LF LF LF LF EA EA 107„ CY SF UNITS QUANITY PRICE 1 1200.00 1600.00 1 300.00 330.00 300.00 30 15.50 700.00 22.00 25.50 27.50 29.00 1450.00 300.00 85 10.00 0.70 10• LS DRAINAGE SUBTOTAL 1007. EA LF 7007, EA OTHER SUBTOTAL 101. CY lot CY CY lby. Tons 304 LF LF LF SQ YD 117.52 478. 3 200. 8 263.97 GRADING AND SURFACING DATE 03- May -94 COST 1200.00 0.00 300.00 0.00 0.00 465.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 850.00 0.00 2 180.00 360.00 30.00 0.00 1 80. 1(0 80.00 10.00 14.00 14.00 44.00 6.60 7.90 7.60 16.40 - 440.00 ".1175.20 !6696.20 0.00 8835.20 1742.20 0.00 0.00 0.00 100.00 0.00 0.00 0.00 0.00 0.00 2915.00 0.00 0.00 0 0.00 ' 18448.80 ,loe1, ?a _. - w 21,803.80 S P O K A N E OFFICE OF THE COUNTY ENGINEER • A DMSION OF THE PUBLIC WORKS DEPARTMENT Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director Sea Bank N 2715 Argonne Road Sookane. Wa. 9921 Dear Sir I'Iadr.'.i^. RE: ,Harris SUOCiv:.sion P1 u S Michael Harris. C O u N T August 25, 1'794 Please be advised that Sav±nos : ssion:nent No.2O5S.SOB r.:oue.:' by 'Jour :=Oml_a -iv as sir=':.. ..'sr installations tions )I' associated drrain =_oe f a c i l i t i e s . For the ahov2 mentioned olat, - Dec =ether 15, 1 993. _.r tha current a!Il'_unt i-!., =.Wki, •iV1 reduced to 391M1, lQ) 'nine n'.lncrec U. '_. •ool:ar's7. If VOL. D .. .a _ an'J CV.esti.r.'. I':'1 1`T'r':? ';a call our .__ Very truly yours. Ronald C. H'r:nan:l, Spokane County ;_nai_neer- I David R. Berta Plat Compliance cLrvevor.. 1026 W. Broadway Ave. • Spokane, WA 99260 -0170 • (509) 456 -3600 FAX: (509) 324 -3478 TDD: (509) 324 -3166 PROJECT P1683 HARRIS SUBDIVISION PHASE 1 NAME DAVE BERTO DRAINAGE ITEMS 1) Drywell - Type A 2) Drywell - Type B @ 10% 3) Grate - Type 1 4) Grate Type 2 5) Grate - Type 3 @ 10% 6) Backfill For DW @ 10% 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 @ 10% 15) Sod @ 100% NON STANDARD DRAINAGE ITEMS 1) Filter Fabric Lining For D.W. @ 10% 2) 3) 4) 5) 6) 16) Monuments 17) Barricade 18) Street Signs 1) 2) 3) 4) 1ST BOND REDUCTION GRADING, SURFACING, CURB, AND SIDEWALK 19) Rough Grade @ 10% 20} Top Course @ 10% 21) Base Course 22) Asphalt Concrete @ 10% 23) Curb Type A @ 30% 24) Curb Type B 25) Curb Type R 26) Sidewalk NON-STANDARD ROAD ITEMS UNITS EA EA EA EA EA CY EA LF LF LF LF EA EA CY SF LS DRAINAGE SUBTOTAL EA LF EA OTHER SUBTOTAL CY CY CY Tons LF LF LF SO YD GRAND TOTAL QUANITY PRICE 1200.00 0.1 1600.00 300.00 330^00 0.1 300.00 4 15.50 700.00 22^0N 25.50 27.50 29.00 1450.00 300.00 2 10.00 510 0.70 1.28 1^02 0.52 30.09 GRADING AND SURFACING DATE 26-Aug-94 . 180.00 30.00 80^00 10.00 14.00 14.00 44.00 6.60 7.90 7.60 16.40 COST ; 0.00 160^00 I 0.00 0.00 I 30.00 ' / 62.00 0.00 0.00 0.00 ' 0.00 0.00 0.00 0.00 20"N0 357.00 15.00 0.00 0.00 0.00 0.00 0.00 644.00 0.00 N" 0. 0.00 12.80 14.28 0.00 22.88 '198.59 0.00 0.00 0.00 0.@ I 0"00 0^0N 0.N0 248.55 � ^�/���^�/` `�� .892.55 ;PROJECT P1683 HARRIS SUBDIVISION PHASE 1 NAME DAVE BERTO 7 DATES 08- Dec -9 DRAINAGE ITEMS 1) Drywell - Type A 2) Drywell - Tyoe 8 3) Grate - Type 1 4) Grate Type 2 5) Grate - Type 3 6) Backfill For DW 7) Concrete Inlet 8) C.M. Pipe 10" Dia. 9) C.M. Pioe 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 D.W. 2) 3) 4) 5) 6) 16) Monuments 17) Barricade Ea 180.00 18) Street Signs LF 30. - Ea 80.00 GRADING, SURFACING. CURB. AND SIDEWALK. 19) Roush Grade 20) Top Course Io% CY 21) Base Course 1 CY 22) Asphalt Concrete CY 2 3) Curb Type A 107. Tons 24) Curb Type B 307. LF 25) Curb Type R LF 26 ) Sidewalk LF SO YD NON STANDARD ROAD ITEMS 1) 2) 3) 4) BOND ESTIMATE UNITS QUANITY PRICE' EA COST R. t04 EA 1200.00 0.0Q EA 1 1600.00. 1600.00 300. 00 E 0. 00 A log, EA 330.00 0.00 1 300.00 300.00 07 CA CY 40 15.50 620.00 LF 700.00 0. 00 LF 22.00 0.00 LF 25.50 0.00 LF 27.50 0.00 29.00 0.00 EA 1450.00 0.00 EA 300.00 lob CY 0.00 toot, SF 510 10.00 357.00 0.70 357.00 070 LS DRAINAGE SUBTOTAL 3227. 00 OTHER SUBTOTAL 12. 8 10. 2 5. 100. GRADING AND SURFACING �k?- Lam+- �$I . s-- RAND TOTAL-- 't�1tSF -} 10.00 14.00 14.00 44.00 6.60 7.90 7.60 16.40 150. 00 0. 00 0. 00 0. 00 0. 00 0. 00 0. 00 0. 0. 00 0.00 128. 00 142. 80 0. 00 228. 80 661.98 0. 00 0. 00 0. 00 0. 00 0. 00 0. 00 0. 0 1161.38 DRAINAGE ITEMS 1) Drywell - Type A 2) Drywell - Type B 3) Grate - Type 1 4) Grate Type 2 5) Grate - Type 3 6) Backfill For DW 7) Concrete Inlet 8) C.M. Pipe 10" Dia. 9) C.M. Pipe 12" Dia. 10) C.M. Pipe 15" Dia. 11) C.M. Pipe 18" Dia. 12) Precast Manhole 13) Solid lid 14) Ditch /208 Excavation 15) Sod NON STANDARD DRAINAGE ITEMS 1) Filter Fabric Lining for D.W. 2) 3) 4) 5) 6) 16) Monuments 17) Barricade 18) Street Signs 19) Rough Grade 20) Top Course 21) Base Course 22) Asphalt Concrete 23) Curb Type A 24) Curb Type B 25) Curb Type R 26) Sidewalk NON- STANDARD ROAD ITEMS 1) 2) 3) 4) BOND ESTIMATE PROJECT P1683 HARRIS SUBDIVISION PHASE 1 NAME DAVE BERTO GRADING, SURFACING, CURB, AND SIDEWALK UNITS EA EA EA EA EA CY EA LF LF LF LF EA EA CY SF LS EA LF EA OTHER SUBTOTAL CY CY CY Tons LF LF LF SO YD GUANITY PRICE 1200.00 1. 1600.00 300.00 330.00 1 300.00 40 15.50 700.00 22.00 25.50 27.50 29.00 1450.00 300.00 20 10.00 510 0.70 DRAINAGE SUBTOTAL 12.8 10.2 5. 2 100.3 GRADING AND SURFACING DATE 08;-Dec-93 180.00 30.00 80. 00 10.00 14.00 14.00 44. 00 6.60 7.90 7.60 16.40 COST 0. 00 1600.00 0.00 0. 00 300. 00 620.00 0. 00 0.00 0. 00 0.00 0.00 0. 00 0. 00 200.00 357. 00 150.00 0.00 0. 00 0.00 0. 00 0.00 3227.00 0. 00 0.00 0. 00 0.00 128.00 ' 142. 80 0.00 228.80 661.98 0.00 0.00 0.00 0.00 0. 00 0. 00 0.00 1161.58 GRAND TOTAL 1.- 4 4 ' 4: 3 v 8. 58 - A STREET QUANTITIES PROJECT NO.- P1683 DESIGNER- DAVE BERTO PROJECT DESCRIPTION- HARRIS SUBDIVISION TOTALS ROADWAY EXCAVATION CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE ASPHALT CONCRETE CURB TYPE A DATE- 12/ 8/93I STREET # 1 NAME- RICH AVE LENGTH- 100.34 FT. WIDTH- 3.00 FT. BEGINNING STATION = 253.14 ENDING STATION = 353.48, ONE SIDE ONLY PWIDTH= 18.00 EWIDTH= 15.00 QWIDTH= 0.00 TERM # 1 : TAPER TAPER LENGTH = 75.00 TERM # 2 : CHOPPED ITEM MEASUREMENT QUANTITY SURFACE AREA- 413.52 S.F. ROADWAY EXCAVATION 0.83 FT. 12.8 C.Y. CRUSHED SURFACING TOP COURSE 0.67 FT. 10.2 C.Y. CRUSHED SURFACING BASE COURSE 0.00 FT. 0.0 C.Y. ASPHALT CONCRETE 0.17 FT. 5.2 TONS CURB TYPE A EXISTING 0.00 FT. PROPOSED 100.3 FT. 12.8 C. Y. 10. C. Y. 0. 0 C. Y. 5.2 TONS 100.3 FT. SPOKANE COUNTY ENGINEERING - DEVELOPMENT ENGINEERING SERVICES BOND ESTIMATE FORM PROJECT l S48P /Onto/4— P4A3tt DATE bEL.B (443 PREPARER 87 Lt_ 14eM ti itaS ITEM # DESCRIPTION QUANTITY PRICE TOTAL COST i 1 TYPE "A" DRYWELL $ 2 TYPE "B" DRYWELL 1 Et. $ 3 TRIPLE DEPTH DRYWELL $ 4 FILTER FABRIC LINING FOR TYPE A & B DRYWELLS 1 EA . $ 5 FILTER FABRIC LINING FOR TRIPLE DEPTH DRYWELL 6 BACKFILL FOR DRYWELLS 40 cf . 7 TYPE 1 METAL GRATE 8 TYPE 2 METAL GRATE 9 TYPE 3 METAL GRATE 10 WSDOT TYPE 2 GRATE 11 WSDOT TYPE 2 CONCRETE INLET BASE - UNIT "H" 1eA . PROJECT NO. PnbSs 12 SPOKANE CO. CONC. INLET $ 13 48" PRECAST MANHOLE $ 14 SOLID METAL LID $ 15 DITCH /208 EXCAVATION go C1. $ 16 8" ST SEWER - $ 17 10" ST SEWER - $ 18 12" ST SEWER - $ 19 15" ST SEWER - $ 20 18" ST SEWER - $ 21 21" ST SEWER - $ 22 24" ST SEWER - $ • 23 30" ST SEWER - 24 36" ST SEWER - NON STANDARD DRAINAGE ITEMS: 1 6/2/Ass set, fe 206 AQ $ 367.a 2 3 $ 4 $ 5 $ 6 $ TOTAL ESTIMATED CONSTRUCTION COST:,. COMMENTS ON BOND ESTIMATE: S P O K P N OFFICE OF THE COUNTY ENGINEER A DIVISION OF THE PUBLIC WORKS DEPARTMENT Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director ZAYKnr1 E Date: De-t. es, t fl3 SUBJECT: Ateed Sy 3OnLSotin - Pta,9s a T Gentlemen: A review of the road, drainage, and parking plans for the above - referenced plat, short plat, binding site plans and /or building permit has been accomplished. Areas of concern to us are indicated in red on the attached prints. Please make the corrections and resubmit them to this office in order that the review process may proceed. When the plans are resubmitted, mark all changes on the revised print in color. If you have any questions about this review, please contact us at 456 -3600. Thank you. Very truly yours, Ronald C Hormann, P. E. Spokane County Engineer k \w\t\review.ltr W. 1026 Broadway Ave. C 0 ZT N T Y William H. Hemmings, P. E. Development Services Engineer/Manager Spokane, WA 99260 -0170 (509) 456 -3600 FAX (509) 456 -4715 RICH AVENUE GRADING SHEET STATION C/L ELEV EP ELEV DISTANCE EXISTING C/L TO EP X -SLOPE 164.11 101.84 101.97 15.32 0.0085 203.55 103.21 103.4 15.39 0.0123 256.85 106.6 106.6 16.62 0.0000 315.78 112.58 112.8 15.87 0.0139 357.49 117.21 117.5 16.34 0.0177 SAW CUT 15' EP ELEV 101.97 103.40 106.60 112.79 117.48 IN ALL CASES, THE CENTERLINE ELEVATION IS HIGHER THAN THE EXISTING EDGE OF PAVEMENT ELEVATION. THE PROPOSED DESIGN CALLS FOR A CLEAN CUT AT 15' FROM CENTERLINE. THE PROPOSED DESIGN FLOWS WATER FROM THIS CUT LINE TO THE FACE OF CURB. SLOPE TO CENTERLINE? YES YES LEVEL YES YES PROPOSED TOP OF CURB 102.13 103.29 107.01 113.34 117.93 0 FLOW X W s LAC U 1 1.(03 4 I I. 3 W t o 2 .19 to °.b? Q 106.6i - +3M'l' -0 I t a • 84- - l • bl% I t (• 4 * 1.67 X -Sc69C rfrcP& vt1 SE 6erw 424 0 4. - S e I U- ° z � W LU M Ci Q O CC 0 p Lt Z LU U. Z D U u) O a n tL V) cc w co 8 U co cti w w z 0 z w FROM ANGLE DIST NORTH EAST TO P1683 HARRIS SUBDIVISION PHASE 1 LOT 1 BLOCK 1 12-7-93 D.B. AUTO INVERSE ! ***** START 1026.01448 1253.40240 16 16 INV N 0 01 24.0 W 390^1600 1416.17445 1253.24321 17 17 INV G 88 07 35.0 E 110.6700 1412.55611 1363.85404 19 19 INV S 0 01 24.0 E 367.9600 1044.59614 1364.00339 20 RADIAL N 89 58 36.0 E DELTA 90 55 24.0 RT RADIUS 20"0000 TAN 20.3249 L-ARC 31.7382 RADIAL S m 54 00"0 W RP 1044"58800 1344"003)0 21 20 CHORD S 45 26 18^0 W 28.5113 1024.59046 1343.68975 22 TAN@PT N 89 06 00"0 W 22 INV N 89 06 00.0 W 90.2900 1026.00868 . 1253.41089 23 LAT & DEP 0.00581 -0.00879 23 HCLOSE N 56 32 54.6 W 0.0105 1026.01448 1253.40210 16 PREC = 1 TO 94081 Area = 42962"84 sq ft 0.98629 ac FROM | ! `\ { | i ANGLE DIST NORTH EAST TO P1683 HARRIS SUBDIVISION PHASE 1 EAST 394' OF THE S1/� RnV'T LOT 3 11-18-93 D.B. � AUTO INVERSE / ***** START 1000°00000 1000.00060 1 1 INV N 0 01 24.0 W ' 424.4700 1424.46996 999.82714 2 2 INV S 89 12 46.0 E 394.0600 1419.05590 1393.84994 3 3 INV S 0 01 24.0 E 425.2500 993.80594 1394.02312 4 4 INV N 89 06 00.0 W 394.0700 999.99572 1000.00174 5 FROM ANGLE DIST NORTH EAST TO | EAST 394' OF S 1/3 MINUS ROADS / AUTO INVERSE ***** START 1424.46996 999.82714 2 2 INV S 88 07 35.0 E 369.2200 1412.39837 1368.84975 ~` 7 7 INV S 0 01 24.0 E 388"2000 1024"19840 1369.00784 8 8 INV N 89 06 00.0 W 369"0600 1029.99535 999.99337 9 9 INV N 0 01 24.0 W 394.4700 1424.46531 999"83272 10 / LAT & DEP 0°00465 -0.00558 10 HCLOSE N 50 12 06.2 W 0.0073 1424.46996 999.82714 2 PREC = 1 TO 209256 Area = 144408.17 sq ft 3.31516 ac FROM ANGLE DIST NORTH EAST TO PLAT BOUNDRY ! | AUTO INVERSE ***** START 1412.39837 1368.84975 7 7 INV S 0 01 24.0 E 388.2000 1024"19840 1369.00784 8 8 INV N 89 06 00"0 W 115.6200 1026"01448 1253.40210 16 16 INV N 0 01 24.0 W 390"1600 1416.17445 1253.24321 17 17 INV S 88 07 . 35.N E 115.6800 1412.39231 1368.86137 18 LAT & DEP 0^00606 -0.01162 18 HCLOSE N 62 27 18.2 W 0.0131 1412.39837 1368.84975 7 PREC = 1 TO 77036 Area = 44990.82 sq ft 1.03285 ac . FROM ANGLE DIST NORTH EAST TO BLOCK I LOT 1 SIDELINES WITH CALC RETURN AT SE CDR AUTO INVERSE ***** START 1026.01448 1253"40210 16 16 INV N 0 01 24.0 W 390.1600 1416.17445 1253.24321 17 17 INV S 88 07 35.0 E 110.6700 1412.55611 1363.85404 19 19 INV S 0 01 24.0 E 367.9600 1044.59614 1364.00389 20 RADIAL N 89 58 36^0 E DELTA 90 55 24.0 RT RADIUS 20.0000 TAN 20.3249 / " � L~ARC 31.7382 | RADIAL S 0 54 00.0 W RP 1044.58800 1344^00390 21 20 CHORD S 45 26 18.0 W 28.5113 1024.59046 1343.68975 22 TAN@PT N 89 06 00.0 W 22 INV N 89 06 00"0 W 90.3000 1026,00883 1253.40089 23 LAT & DEP 0.00565 0.00i21 23 HCLOSE N 12 06 31.2 E 0.0058 1026"01448 1253^40210 16 PREC = 1 TO 171520 Area = 42962.84 sq ft 0.98629 ac OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON TO Spokane County Planning Department (Current Planning Administrator) FROM: Spokane County Engineers Departmen SU9J: Subdivision Conditions, May 18, 1993 Name Harris Subdivision Number PE 1683-92 Redesign [ re: Subdivisions The following "Conditions of Approval" for the above referenced subdivision redesign are submitted to the Spokane County 1 Planning Department for inclusion in the Subdivision redesign.i E20 To construct the road improvements stated herein, the applicant may, with the approval of the County Engineer join in and be a willing participant in any petition or resolution which purposes is the formation of a Road Improvement District (RID) for said improvements pursuant to RCW 36.88, as amended. At such time as an RID is created br any Road Improvement Project is sanctioned by Spokane / County, the improvements required (curb, sidewalk, drainage control and paving to existing pavement) will be at the sole expense of the undersigned owner, their heirs, grantees and assigns. This provision is applicable to McDonald Road. E21 As an alternative method of constructing the road improvement stated herein, the applicant may, with the approval of the County Engineer, accomplish the road improvements stated herein by joining and participating in a County Road Project (CRP to the extent of the required road improvement. At such time as an RID is created or any Road Improvement Project is sanctioned by Spokane County, the improvements required (curb, sidewalk, drainage control and paving to existing pavement) will be at the sole expense of the undersigned owner, their heirs, grantees and assigns" 1 This provision is applicable to McDonald Road. E22 That the following statement shall appear within the dedicatory language of the final plat: The owner(s) or successor(s) in interest agree to authoriz Spokane County to place their name(s) on a petition for th6 formation of a Road Improvement District (RID) by the petition method pursuant to Chapter 36.88 RCW, which page petition includes the owner(s) property, and further not to object, by the signing of a ballot, the formation of a RID! by the resolution method pursuant to Chapter 36.88 RCW, which resolution includes the owner(s) property. If a RID is formed by either the petition or resolution method, as provided for in Chapter 36.88 RCW, the owner(s) or successor(s) further agree: (1) that the improvements or construction contemplated within the proposed RID is feasible, (2) That the benefits to be derived from the formation of the RID by the property included therein, together with the amount of any County participation, exceeds the cost and expense of formation of the RID, and (3) that the property within the proposed RID is sufficiently developed. Provided, further, the owner(s) or successor(s) shall retain the right, as authorized under RCW 36.88.090, to object to any assessment(s) on the property as a result of the improvements called for in conjunction with the 'formation of a R1D by either petition or resolution method under Chapter 36.88 RCW, and to appeal to the Superior Court the decision of the Board of County Commissioners affirming the final assessment roll. It is further agreed that at such time as an -RID is 1 created or any Roaci Improvement Project is sanctioned by 1 Spokane County, the improvements required (curb, sidewalk; drainage control and paving) will be at the sole expense of the undersigned owner, their heirs, grantees and assigns without participation by Spokane County. The RID waiver contained in this agreement shall expire after ten (10) years from the date of execution below. However, the owner(s) or successor(s) agree that if said RID waiver expires without construction of the required improvements, nts, the owner(s) or successor(s) agree to construct the required improvements at their own expense; pay to Spokane County the then estimated cost of the required improvements to enable the County two complete the, same; or furnish a bond or other secure method suitable to the County (which may . include the execution of another RID waiver agreement), providing for or securing to the County) the actual construction of the improvements. 1 All of the requirements of this agreement shall run with the land and shall be binding upon the owner their successor(s) or assign(s). This provision 1s applicable tb McDonald Road. S P O I< A N E PLANNING DEPARTMENT TO: Spokane County Division Engineering Spokane County Utilities ' County Health District Spokane County Division of Buildings Fire Protection District No. 1 Trentwood Irrigation District East Valley School District No. 361 FROM: John Todd, Planner I DATE: May 5, 1993 / / SUBJECT: Review of plat redesign for Harris Subdivision, /PE- 1683 -92 Enclosed find copies of the above referenced plat redesign /. Please ;review and forward any comments by May 19, 1993. Thank You. kc Enclosure rev: 12/89 WEST 1O26 BROADWAY AVENUE MEMORANDUM C O U N T WALLIS D. HUBBARD, DIRECTOR c: Michael E. Harris, E. 12918 22nd, Spokane, WA. 99216 Sara Marks, W. 1801 Broadway #110, Spokane, WA. 99201 SPOKANE, WASHINGTON 99260 -0240 0 V RECEIVED AY 0 5 1993 SPOKANE COUNTY ENGINEER (5091156 -2205 • OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON January 8, 1992 TO: Spokane County Planning Department (Current Planning Administrator) FROM: Spokane County Engineers Department o4, SUBJ: Subdivision Conditions, Name Harris Subdivision Number PE 1683-92 re: Subdivisions The following "Conditions of Approval" for the above referenced subdivision are submitted to the,Spokane County Hearing Examiner Committee for inclusion in the "Planning Report'/ and "Findings and Order" for the public hearing scheduled January 21, 1933" 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 ofi 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 /f a licensed engineer/surveyor who shall furnish the Ccunty, 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 be 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. E1 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 5 feet of additional Right -of -Way along McDonald Avenue. E16 Existing County roads providing direct access to the plat shall be paved and /or curbed to Spokane County standards. E17 That all public roads within the plat be designed and constructed to Spokane County standards. EIS Sidewalks are required along the arterial(s) on McDonald Avenge. E19 The word "applicant" shall include the owner or owners of , the property, his heirs, assigns and successors. E23 The County Engineer has designated Typical Roadway Section' Number Two Local Access standard for the improvement of Harris Court which is to be constructed within the proposed development. This will require the installation of 36 ft. of asphalt. The construction of curbing is also required. page 2 E24 The County Engineer has designated Typical Roadway Section' Number Two Collector Arterial standard for the improvement of McDonald Road which is adjacent to the proposed development. This will require the addition of approximately 10-12 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 o lioca1 Access standard for the improvement of Rich Street which is adjacent to the proposed development. This will require the addition of approximately 5_7 feet of asphalt along the frontage of the development. The construction of curbing is also required. E32 The proposed plat shall be improved to the standards set forth in Spokane County Board of Commissioners Resolution No. S0- 1592, as amended, which establishes regulations for roads, approaches, drainage and fees in new construction. E33 The County Engineer has examined this development proposal and has determined that the impact of this proposal upon the existing County Road System warrants the dedication of additional Right of Way and the roadway improvements herein specified. E51 The County Arterial Road Plan identifies McDonald Road as a Collector arterial. The existing night-- of-way widths of 5oH feet is not consistent with that specified in the Plan. In order to implement the Arterial Read Plan, in addition to the required right -of -way dedication, a strip of property 5 feet in width along the McDonald Road frontage shall be set aside in reserve. This property may be acquired by Spokane County at the time arterial improvements are made to McDonald Road. page 3 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. • TO: Spokane County Planning Department (Current Planning Administrator) J � FROM: Spokane County Engineers Department '` SL/BJ: Subdivision Conditions, OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Name Harris Subdivision Number ynassigned November 18, 1992 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 November 18, 1992^ | 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 d sections designed to a p ans, pro es an cross sec ons as | County standards showing proposed street centerline and curb grades be submitted to tho 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 const/uc*ion and/or the filing of the final plat. Drainage plans to be prepared i under the direction of a licensed Professional Civil Engineei 1 E 5 Construction within the proposed public streets and easements shall be performed under the direct supervision bf 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 be 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 monumentiqg 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 5_ƒeet of additional Right-of-Way along McDonald Avenue. E16 Existing County roads providing direct access to the plat shall be paved and/or curbed to Spokane County standards. E17 That all public roads within the plat be designed and constructed to Spokane County standards. E18 Sidewalks are required along the arterial(s) on Ms:Dona1d Avenue" E19 The word "applicant" shall include the owner or owners of the property, his heirs, assigns and successors. page 2 E23 The County Engineer has designated Typical Roadway Section Number Two Local Access standard for the improvement of Harris Court which is to be constructed within the proposed development. This will require the installation of 36 ft. of asphalt. The construction of curbing is also required"1 ! | E24 The County Engineer has designated Typical Roadway Section Number Two Collector Arterial standard for the improvement of McDonald Road which is adjacent to the proposed development. This will require the addition of approximately 10c12 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 Two, Local Access standard for the improvement of Rich Street which is adjacent to the proposed development.; This will require the addition of approximately 5-7 feet of asphalt along the frontage of the development. The construction of curbing is also required, E32 The proposed plat shall be improved to the standards set forth in Spokane County Board of Commissioners Resolution i No. 80-1592, as amended, which establishes regulations for roads, approaches, drainage and fees in new construction" E61 The County Arterial Road Plan identifies McDonald Road as a Collector arterial. The existing right-of-way width of 50 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 5 feet in width along the McDopald^goad frontage shall be Se aside in reserve. This property may be acquired by Spokan County at the time arterial improvements are made to McDonald Road. ..`°=�".. �~.. paae 3 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 herei specified. 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 relccatien 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. Type: Asphalt Width (Feet): 26 # of Lanes: 02 EASYDISP V1.01 - ROAD SEGMENT INFORMATION Road Number: 4143 - RICH RD Start MP: 00.12 Function Class: Local Access Ending MP: 00.20 Rural /Urban: Urban Federal Route #: Pavement Medians Type: None Width (Feet): PF5 to List Road Intersections. PF15 to Enter new Segment. PF16 To Enter new Road. Type: None Width (Feet): Pavement Type: Asphalt Width (Feet): 20 # of Lanes: 02 Medians PF5 to List Road Intersections. PF15 to Enter new Segment. PF16 To Enter new Road. Shoulders Type: Surfaced Left (Feet): 02 Right (Feet): 02 General Information Curbs: None Sidewalks: None EASYDISP V1.01 - ROAD SEGMENT INFORMATION Road Number: 2908 - MCDONALD RD Start MP: 00.00 Function Class: Collector Ending MP: 00.45 Rural /Urban: Urban Federal Route #: 4087 Shoulders Type: Surfaced Left (Feet): 02 Right (Feet): 02 General Information Curbs: None Sidewalks: None i 1 1 MCDONALD RD RD # 2908 * ** NORTH * ** 06/14/83 - 282 CURRENT - 407 + 5 YRS - 495 + 15 YRS - 732 + 20 YRS - 891 WELLESLEY AVE RD # 5249 * ** EAST * ** 03/28/80 - 2,156 CURRENT - 3,535 + 5 YRS - 4,300 + 15 YRS - 6,366 + 20 YRS - 7,745 These counts are seasonally adjusted by group mean factors. Projected counts are calculated at 4% per year. Press <Return> to continue. PF16 to Exit. MCDONALD RD RD # 2908 * ** NORTH * ** 05/14/91 - 2,534 CURRENT - 2,684 + 5 YRS - 3,265 + 15 YRS - 4,834 + 20 YRS - 5,881 SR -290 RD # 9290 * ** EAST * ** CURRENT & PROJECTED TRAFFIC COUNTS Station # 4124 CURRENT & PROJECTED TRAFFIC COUNTS Station # 4215 These counts are seasonally adjusted by group mean factors. Projected counts are calculated at 4% per year. Press <Return> to continue. MCDONALD RD RD # 2908 * ** SOUTH * ** 05/14/91 - 1,276 CURRENT - 1,351 + 5 YRS - 1,644 + 15 YRS - 2,434 + 20 YRS - 2,960 WELLESLEY AVE RD # 5249 * ** WEST * ** 06/25/86 - 3,337 CURRENT - 4,282 + 5 YRS - 5,209 + 15 YRS - 7,711 + 20 YRS - 9,381 PF16 to Exit. MCDONALD RD RD # 2908 * ** SOUTH * ** • SR -290 RD # 9290 * ** WEST * ** 1 1 EVERGREEN RD RD # 1171 * ** NORTH * ** 05/06/91 - 5,939 CURRENT - 6,297 + 5 YRS - 7,662 + 15 YRS - 11,341 + 20 YRS - 13,798 SR -290 RD # 9290 * ** EAST * ** CURRENT & PROJECTED TRAFFIC COUNTS Station # 4113 These counts are seasonally adjusted by group mean factors. Projected counts are calculated at 4% per year Press <Return> to continue. PF16 to Exit. EVERGREEN RD RD # 1171 * ** NORTH * ** 06/16/86 - 1,674 CURRENT - 2,151 + 5 YRS - 2,617 + 15 YRS - 3,874 + 20 YRS - 4,713 WELLESLEY AVE RD # 5249 * ** EAST * ** 05/14/91 - 2,623 CURRENT - 2,779 + 5 YRS - 3,381 + 15 YRS - 5,005 + 20 YRS - 6,090 CURRENT & PROJECTED TRAFFIC COUNTS Station # 4125 EVERGREEN RD RD # 1171 * ** SOUTH * ** 05/06/91 - 2,497 CURRENT - 2,647 + 5 YRS - 3,220 + 15 YRS - 4,768 + 20 YRS - 5,801 SR -290 RD # 9290 * ** WEST * ** EVERGREEN RD RD # 1171 * ** SOUTH * ** 06/16/86 - 3,127 CURRENT - 4,017 + 5 YRS - 4,887 + 15 YRS - 7,234 + 20 YRS - 8,801 WELLESLEY AVE RD # 5249 * ** WEST * ** 06/16/86 - 1,654 CURRENT - 2,124 + 5 YRS - 2,584 + 15 YRS - 3,825 + 20 YRS - 4,654 These counts are seasonally adjusted by group mean factors. Projected counts are calculated at 4% per year. Press <Return> to continue. PF16 to Exit. 1 1 11r,g3 - 92- - - Vi A VUI e asp `1 a. 4 , pRiD GE ckWttl H E R OY le it '-.L.17 0 > L.2026 0 4 • o o • • • cr <: N 0 0; n ec - i; fx cc 4 w o im 0 I J Z. a a ' ..• < a : 0 . 3 , z Lat o xi o La 0 _J VI la • 1 0 r . 0 • WELLESLEY AVE : ... ( ,, • . I r? —r cr 0 139 L 124 125 126 127 128 129 130 131 '132 ' 133 134 135 136 137 03 ct-09;zz21 F 1 • e Plante lorry Site Park LA CA055E PE-1683-92 •0 . t R a < A 0 EUCLID • t' 1/93 HEC Staff Report for PE-1683-92 p r H to 5 5 p 0 E SAN 5 0 1.1 AVE EL.2041 gvailze e LOPIGFE 7 I 1 7,z RseJELL _J P /V gO 03 14 Pacip 1R r 11 B-3 r GLO8u u6 y y , ne P�ontz 1 /41971v Site Fork '1 Vii°33511k-' EUCLID 1/93 HEC Staff Report for PE- 1683 -92 PE- 1683 -92 4 0 0 4 z 0 0 AV E 0 0 cc w 3 WELLESLEY AVE. Or•v.IQ R Avt EL. 204/E Ro3 cL w :.t. CA 1 0 • /° ¢ 1 ¢ Q . I cc 09 140 1 ) e1 12 123 24 125 126 127 128 129 130 l 131 •132 13; 0 134 135 ! ROY r N O. e. B Page 19 • Myrt to Point INO 1 'rent :eh 34 " ��..I 1015 IIl( Wat stank' 1/93 HEC Staff, Report for PE-1683-92 PE- 1683 -92 Page 26 v (0 0 EVA 1ST I ADDITION I PLAT 13/40 • - - RICH - AVE" - - -- - - -- EVA 2ND ADDITION PLAT 13/56 EVA ADDITION FLAT 12/55 FIRE HYXAWO Q ,n0 (XCVE I>OO..:O A0 „ A. z ■ r , 'sry 11) ?:):.44E ATE , E C✓JPn. STATE Lr NA91NIC1a: 589' 1203 "E 394 - j 0 V�,160 P .)., u.P..,a,.,e_r....a L 6o.,,,, '58807'36 "E 36926-\ 1 ) - x:071 D lb-72. - ri T �� r .._ _1sa�". 1 '� = � 2 � II 5 9I P `' :q LOT 4 oo LOf•5 \ - . r rvnPA( � ALE k.0 r J `,_VEE.t 5F�/ (1� LOT II _ I _I I 'I1I A(w135a1 'R ^' ��• ;S j —a— � °' ' AREA AREA u °.NSF I I = i. I \ \''' , fa r 00 0 4,44.1 5( LZCA1 02)3 NllC2 MAT PDt11Pl Or TIE Gil 162 (:T! O 151C 50V111 CtC 1141.10 CF COi@uCNI LW 1 SCOTCH 1 5 N A IA L 9U 1X70 IASTIHEY CC 111C 7051 74I FEET AV) 70901 CF 1111E sour? .V 7030 EXCEPT M,i ^can6. Tr:MO(0 75 (0(L0"S. OCOVM,C AT • (OAT w T¢ F 'E50 UIC( I400W&D A,D O 1,0071k 700 /TEE Sa0I ME NORM UPC a 7014 SAD 5 01E - 5180 Cr COVERIMO11 Co1 15100(1 NCNMCACY. µ0 ELT 1C SAq NEST UN` 7.00 (; MCHC71(SIEP r. µ01C 500 IIGlT1 U, 70 A 20)0 )0000 15 594 CO 1_'r NE51?RY. YUNAE0 AT 2)9541 AV075. (TEV 507 G55 ME Cr DAD 027'_P+?'0 14104a YV 011a IC ( TO T POUT C( OCa1111UIC JJ • — lY TV Olaf 4 _ ,V Ill I” FM ROAD PURPOSES % >,, 'T.5 : - 111 1 1 0 - 1 ri ) 46n 93 / ' \ ePSy / I 16 IJOT'' 6 �— — 1 1 1 \ /. ( _ /IR , K: LOT � b1 .- PRCPOSEO - " - 5 e � EoeF r< j ,,>c neEAu7>rg5 I 1977' o F J• F 1 4 c r LOT 2 ' 1° p �' 1 F R SIR' t I 1 nv..cc�5' 1 h 1— ,' 4- 1 1 1 , LOT 7 I YYY 9 I ' „I 2 �` o 153 0 ELI I I I.. 1 i • $ I l J 6 ,\ ; s - 1-- 7 n "0 — 0071 T r i._ ,- 5 \ 5 LOT - 5 .. -pq 1 I J I L h 0 "b6 ,d DL/) ) 1 1)071 ki -- — / \ O / L ___/ tiRE HYDRANT • 47.92 ,.._ :N890600 W 346.13 3 /(,--' 0 , R\. �, r • 1 . A • / �d • . O � ---- \,PROPOSED Da Cr \ O,- - - - - - /95U15 AY0 LUP5 7� ~ S UK ° ter 1663 \n 1) 1 PRELIMINARY LONG PLAT 0 6 FIRE HYG.n30 OF THE HARRIS SUBDIVISION LOCATED IN A PORTION OF GOVERNMENT LOT 3, SECTION 3, -1 TOWNSHIP 25 NORTH, RANGE 44 EAST: WILLAMETTE MERIDIAN, SPOKANE COUNTY, WASHINGTON PROPOSED WOE P' •PHALr n +0 WAS a„( 17 1 4 � ! -r7 " w„ 75' FOR MICHAEL HARK 15 LEGEND ror£c rat ) FILE HYDRANT • TELFlHa.E COX ' a SARIrACr se.ra u•vxE a CATCH 5,1517 9)6 :101..E e `r WATER VALVE WILING SETDACL LINE UT0 ITY RIl:T -L: -WAT LINE _,a • - carrar. ODE AREA 3.3 ACRES NUMBER OF 1005 - I1 ZONING - UREN 6ESOEN0A1 - 3.5 SPONSOR - MICHAEL HARRIS EAST 11918 21•0 STREET SPOKANE, WA 99116 (509) 926 -7508 S1 CERTIFICATE - e 55 7. woo • i#r —f = f =six — OYSIWS • 5LIC r -r r In (n s•r rr.s',r -e∎V I. GENERAL INFORMATION II. SITE INFORMATION A . Site Size: 3.3 acres PLANNING DEPARTMENT REPORT TO: SPOKANE COUNTY HEARING EXAMINER COMMITTEE FROM: CURRENT PLANNING SECTION DATE: JANUARY 21, 1993 SUBJECT: PRELIMINARY PLAT OF HARRIS SUBDIVISION, PE- 1683-92, WITH EXISTING URBAN RESIDENTIAL -3.5 (UR -3.5) ZONING WITHIN THE AQUIFER SENSITIVE AREA (ASA) OVERLAY ZONE. Applicant: Michael E. Harris E. 12918 22nd Spokane, WA. 99216 (509) 926-2508 Surveyor: Sarah Marks W. 1801 Broadway #110 Spokane, WA. 99201 (509) 328 -5139 Contact Planner: William J. Moser Location: Generally located at the northwest corner of the intersection of McDonald Road and Rich Avenue in the northwest 1/4 of Section 3, Township 25 N., Range 44 EWM, Spokane County, Washington. Proposal: Eleven (11) single family residential lots and those uses allowed in the Urban Residential -3.5 (UR -3.5) zone. Gross Density: 3.3 units per acre B . Comprehensive Plan 1. Land Use Plan: The property is located within the Urban category and is within the Aquifer Sensitive Area (ASA) Overlay zone. The Urban category is intended to provide the opportunity for development of a "city- like" I environment which includes various land uses, intensive residential 1/93 HEC Staff Report for PE- 1683 -92 Page 22 development and public facilities and services (water, sanitary and storm; sewer lines, police and fire protection, and other features) Fill in development is encouraged. Residential net densities should have an approximate density of 1 unit per acre to 17 units per acre. This proposal is consistent with these density guidelines. When reviewing new developments, the Comprehensive Plan states: Goal 1.1 "Encourage a variety of housing types and densities." Objective 1.1a "Promotes fill -in within established development areas having adequate power supplies, water, sanitary sewers, streets ...' The proposed plat does conform to the Urban Comprehensive Plan Goals and Objectives for fill -in development. The overall gross density of 3.3 units per acre is within the Comprehensive Plan guidelines. 2 . Arterial Road Plan: The proposal is adjacent to McDonald Road. The Spokane County Arterial Road Plan identifies McDonald Road as a Collector Arterial with an existing width of 50 feet and a planned width of 70 feet. In order, to implement the plan, the County Engineer has required the dedication of five (5) feet of right of way and five (5) feet as future acquisition area. .- C . Site Characteristics: The site is generally flat with a slight rise in elevation 'on the west side of the property. There is an existing dwelling with accessory structures Located on the southwest corner of the site. The remainder of the property is undeveloped and covered with grass. D. Neighborhood Characteristics: The area has primarily been developed with single family residences on urban size lots. There are still lots in the neighborhood of 1/2 acre or larger with animal keeping rights. E. Zoning Analysis: Proposal: Subdivide land presently zoned Urban Residential -3.5 (UR -3.5) established in 1991. North: Urban Residential -3.5 (UR -3.5) zoning established on January 1, 1991. South: Urban Residential -3.5 (UR -3.5) zoning established on Janu i 1, 1991. Fast: Urban Residential -3.5 (UR -3.5) zoning established on January' 1, 1991. 1/93 HEC Staff Report for PE- 1683 -92 Page 23 West: F. Land Use Analysis: Urban Residential -3.5 (UR -3.5) zoning established on January', 1, 1991. Site: The existing land use is one single family residence with accessory' structures. The proposed land uses are 11 lots for single family residences. North: Eva Second Addition and Clark Subdivision with lots 10,000 - 11,000 square feet and parcels up to 12 acre. South: Stevick Addition with lots of 10,000 to 11,000 square feet and parcels of 1/2 acre to 1 acre. East: Parcels of 1/2 acre to 1 acre in size. West: Eva subdivision Addition with typical lot size of 10,000 to 11,000 square feet. G . Circulation: These lots will have direct access to McDonald Road. The remaining eight (8) lots will access by a 50 foot public road, accessing off of Rich Road and terminaling with a cul -de -sac inside the plat. H . Design: Preliminary Plat designs show three (3) lots fronting on McDonald Road, Lot 9 (17,364 square feet), Lot 10 (13,716 square feet) and Lot 11 (13,924 square feet). The existing dwelling will be on Lot 9 at the northwest corner of McDonald Road and Rich Avenue. The remaining eight (8) lots front on the interior road and are 10,000 square feet with the exception of two (2) lots at the end of the cul -de -sac which are slightly over 10,000 square feet. All lots are rectangular except the four (4) lots which front on the cul -de -sac. I. Density: The net density is approximately 3.7 units per acre. J. Drainage: A drainage plan is required. This plan must be reviewed and approved by the County Engineers Department prior to development. K . Water Supply: The proposal is within the Trentwood Irrigation District No.'3 Water District. M. School: The proposal is in the East Valley School District No. 361. 1/93 HEC Staff Report for PE- 1683 -92 L. Sewage Disposal: Individual on -site septic systems will be utilized for sewage disposal. Each dwelling unit shall be double plumbed with a dry sewer line in' the interior street for connection to future sanitary sewer systems. N . Fire Protection: The proposal is within Fire District No. 1. The Fire Distri and the Division of Buildings Department (Fire Marshall) are required to approve fire protection provisions prior to finalizing the preliminary plat. Page 24 O. Cultural Resources: None have been identified. P . ' Parks and Recreation: Plante's Ferry is the closest park located at E. 12308 Upriver Drive. Plante's Ferry is a 19 acre park featuring restrooms, covered picnic areas, play equipment, ballfield and hiking trails. No comments have been received from the County Parks 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 Nonsienificance ( "DNS "). The "DNS" was circulated to 13 other agencies of jurisdiction and other agencies/departments affected by the future development for review and comment. The "DNS" comment period ends January 19, 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. IV. PLANNING DEPARTMENT SUMMARY AND RECOMMENDATION The preliminary subdivision is consistent with and implements the goals and objectives of the Urban category of the Comprehensive Plan. The subdivision as proposed andl conditioned for approval makes appropriate provisions for improvements as provided in RCW 58.17.110. The proposal is also consistent with fill -in development. The Planning Department recommends approval as conditioned. 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 Urban Residential -3.5 (UR -3.5) zone as amended. 1/93 HEC Staff Report for PE- 1683 -92 Page 25 • 2. The final plat shall be designed substantially in conformance with the preliminary plat of record. No increase of density or number of lots shall occur without a change of condition application submittal and approval. 3. The Planning Director /designee shall review any proposed final plat to ensure compliance with these Findings and Conditions of Approval. 4. A final plat/ name /number shall be indicated before the final plat is filed, such name/number to be approved by the Planning Director /designee. 5. Appropriate road name(s) shall be indicated. 6. The preliminary plat is given conditional approval for three (3) years, specifically to February 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 7. Appropriate utility easements shall be indicated on copies of the proposed final plat. Written approval of utility easements by appropriate utility companies shall be received with the submittal of the final plat. 8. The final plat map shall indicate by a clear, dashed line the required yard setbacks from all private, "Tract X" or public roads. The dedication shall contain the following statement: "Side yard and rear yard setbacks shall be determined at the time building permits are requested unless these setbacks are specifically drafted on this final plat. The setbacks indicated on this plat may be varied from if proper zoning approvals are obtained." 9. Three (3) current certificates of tide shall be furnished to the Planning Department prior to filing the final plat. 10. Prior to filing of all or a portion of the final plat the applicant's surveyor shall submit one or more maps outlined in red of the area being finalized: The scale shall match the appropriate assessor's map scale. 11. The 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 5 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 McDonald Road. NO The County Engineer has required 5 feet of new dedication. b. Future building and other setbacks required by the Spokane County Zoning Code shall be measured from the reserved future acquisition area. 1/93 DEC Staff Report for PE- 1683 -92 Page 26 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. 12. The final plat shall indicate yard setback arc lengths on cul -de -sac lots which meet or exceed the minimum frontage of the underlying zone of the final plat. 13. 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. 15. The final plat dedication shall contain the following statement: "The public water system, pursuant to the Water Plan approved by county and state health authorities, the local fire protection district, County Building & Safety Department and water purveyor, shall be installed within this subdivision and the applicant shall provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot and prior to issuance of a building permit for each lot." 16. 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. 14. 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. 1/93 HEC Staff Report for PE- 1683 -92 Page 27 17. The Water Plan and the above four (4) conditions of approval regarding the Water Plan may be waived by the Planning Director /designee upon receipt of letters from the appropriate water purveyor and fire protection district stating that simple connections to an existing, approved water system will provide adequate domestic and fire protection water to ensure the public health, safety and general welfare. 18. A survey is required prior to the filing of a final plat. 19. Prior to approval of road and drainage plans, you are required to coordinate with the United States Postal Service to determine type and location of central mail delivery facilities which may include applicable easements for developments of three or more homes. SPOKANE COUNTY 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 centerline and curb grades shall be submitted to the County Engineer for approval prior to construction and/or the filing of each final plat; road plans to be prepared under the direction of a licensed Professional Civil Engineer. 3. Drainage plans and design calculations showing the alignment of drainage facilities shall be submitted to the County Engineer for approval prior to construction and/or the filing of the final plat. Drainage plans to be prepared under the direction of a licensed Professional Civil Engineer. 4. Construction within the proposed public streets and easements shall be performed under the direct supervision of a licensed engineer /surveyor, who shall furnish the County Engineer with "as- built" plans and a certificate in writing that all improvements were installed to the lines and grades shown on the approved construction plans and that all disturbed monuments have been replaced. 5. No construction work is to be performed within the existing or proposed public right -of -way until a permit has been issued by the County Engineer. All work is subject to inspection and approval by the County Engineer. 6. All construction within the existing or proposed public right -of -way is to be completed prior to filing each final plat, or a bond in the amount estimated by the County Engineer to cover the cost of construction of improvements, construction certification, "as- built" plans and monumenting the street centerlines shall be filed with the County Engineer. 7. Individual driveway access permits are required prior to issuance of a building permit for driveway approaches to the county road system. 8. Dedication of five (5) feet of additional right -of -way along McDonald Avenue is required. 1/93 HEC Staff Report for PE- 1683 -92 Page 28, _ 9. Existing county roads providing direct access to the plat shall be paved and/or curbed to Spokane County standards. 10. All public roads within the plat shall be designed and constructed to Spokane County standards. 11. Sidewalks are required along the arterial(s) on McDonald Avenue. 12: The word "applicant" shall include the owner or owners of the property, his heirs, assigns and successors: 13. The County Engineer has designated Typical Roadway Section Number Two, Local Access standard for the improvement of Harris Court, which is to be constructed within the proposed development. This will require the installation of 36 feet of asphalt. The construction of curbing is also required. 14. The County Engineer has designated Typical Roadway Section Number Two, Collector Arterial standard for the improvement of McDonald Road, which is adjacent to the proposed development. This will require the addition of approximately 10 -12 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, Local Access standard for the improvement of Rich Road, which is adjacent to the proposed development. This will require the addition of approximately 5 -7 feet of asphalt along the frontage of the development. The construction of curbing is also required. 16. The proposed subdivision shall be improved to the standards set forth in Spokane County Board of Commissioners Resolution No. 80 -1592, as amended, which resolution establishes regulations for roads, approaches, drainage and fees in new construction. 17. 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. 18. The County Arterial Road Plan identifies McDonald Road as a Collector arterial. The existing right -of -way width of 50 feet is not consistent with that specified in the I Plan. In order to implement the Arterial Road Plan, in addition to the required right -of -way dedication, a strip of property 5 feet in width along the McDonald Road frontage shall be set aside in reserve. This property may be acquired by Spokane County at the time when arterial improvements are made to McDonald Road. 19. 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 1/93 HEC Staff Report for PE- 1683 -92 Page 29 the utility is responsible for adjustment or relocation costs and to make arrangements for any necessary work. SPOKANE COUNTY DIVISION OF UTILITIES 1. • Pursuant to the Board of County Commissioners Resolution No. 80 -0418, the use of on -site sewer disposal systems is hereby authorized. This authorization is conditioned on compliance with all rules and regulations of the Spokane County Health District and is further conditioned and subject to specific application approval and issuance of permits by the Health District. 2. [The dedication shall state: ] "The owner(s) or successor(s) in interest agree to authorize the County to place their name(s) on a petition for the formation of ULID by petition method pursuant to RCW 36.94, which petition includes the owner(s)' property; and further not to object by the signing of a protest petition against the formation of a ULID by resolution method pursuant to RCW Chapter 36.94 which includes the owner(s)' property. PROVIDED, this condition shall not prohibit the owner(s) or successor(s) from objecting to any assessment(s) on the property as a result of improvements called for in conjunction with the formation of a ULID by either petition or resolution method under RCW Chapter 36.94." 3. Any water service for this project shall be provided in accordance with the Coordinated Water System Plan for Spokane County, as amended. 4. [The dedication shall state: ] "Each new dwelling unit shall be double - plumbed for connection to future areawide collection systems." 5. A dry sewer connection to the future areawide sewerage system shall be constructed. Plans and specifications for the dry sewer connection shall be reviewed and approved by the Utilities Department. 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. 1/93 HEC Staff Report for PE- 1683 -92 Page 30 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 lot 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 /City of Spokane, Spokane County Health District and the purveyor harmless from claims by any lot/tract purchaser refused a building permit due to failure of the plat sponsor to satisfactorily complete the approved water system. 10. Prior to filing the final plat, the sponsor shall demonstrate to the satisfaction of the Spokane County Health District that suitable sites for on -site sewage disposal systems are available on all lots except Lot 9. 11. Prior to filing the final plat, the sponsor shall demonstrate to the satisfaction of the Spokane County Health District that the existing on -site sewage disposal system serving the residence located on Lot 9 is wholly located within the boundaries of the lot. 1/93 HEC Staff Report for PE- 1683 -92 Page 31 12. Subject to specific application approval and issuance of permits by the health officer, the use of individual on -site sewage disposal systems may be authorized. 13. The dedicatory language of the plat will state: "Subject to specific application approval and issuance of permits by the Health Officer, the use of individual on -site sewage systems may be authorized." 1 14. The dedicatory language on the plat shall state: "Use of private wells and water systems is prohibited." 15. The plat dedication will 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 subdivision and the applicant shall provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot and prior to issuance of a building permit for each lot." SPOKANE COUNTY DIVISION OF BUILDINGS 1. Fire flows are applicable for this proposal. The minimum fire flow and flow duration will be based on a representative dwelling size for all floors not including ', the basement. The maximum dwelling size needs to be submitted to the Department of Buildings. . 2. An approved water supply capable of supplying the required fire flow protection shall be provided before any building permits are issued. The water system shall be installed in accordance with an approved Water System Plan on file with the Department of Buildings. Certification that the installed system complies with the requirements of the plan and is operational shall be submitted to the Department of Buildings prior to permit issuance. 3. Hydrant location, number and type capable of delivering the required fire flow for ' residential development shall be provided in accordance with required design specifications. The average distance between hydrants shall be 600 feet and shall not exceed 700 feet. SPOKANE COUNTY AIR POLLUTION CONTROL AUTHORITY 1. All air pollution regulations must be met. 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 I 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. All travelled surfaces (ie. ingress, egress, parking areas, access roads) should be paved and kept clean. . 4. 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. 5. Debris generated as a result of this project must be disposed of by means other than burning (ie. construction waste, etc.). 6. Demolition and renovation projects must comply with the requirements of CFR 40, Part 61, Subpart M. Intent to Demolish and Renovate forms are available at the SCAPCA office. 7. All solid fuel burning devices (wood stoves, pellet stoves, etc...) must comply with local, state, and federal rules and regulations. 1/93 HEC Staff Report for PE- 1683 -92 Page 32 a 1 /s Washington State - • Department of Transportation District 6 North 2714 Mayfair Street Spokane, Washington 99207 -2090 (509) 456-3000 Fax (509) 456 -3089 Mr. William J. Moser, Planner I Jp%JAa!sC _- Oui,Ly P.ardiJng Broadway Centre Building N. 721 Jefferson • Spokane , WA 99260 Dear Mr. Moser January 19, 1993 Re: PE- 1683 -92 Harris Subdivision Determination of Nonsignificance Duane Berentson Secretary of Transportation RECEIVED After reviewing the above subject the Washington State Department of Transportation: (WSDOT) has the following comments: - The intersection of' SR 290 and McDonald has been recognized as a high accident location as a result of the number of left turns. Approval of this subdivision shall increase the potential for more accidents at this intersection without left turn channelization- being constructed. - Therefore, WSDOT recommends left turn channelization be constructed at the intersection of SR 290 and McDonald Rd. prior to construction of any buildings. - Presently, WSDOT has no project programmed for constructing left turn channelization or center turn lane at this intersection. If you have any questions regarding this matter please feel free to contact Ted Trepanier in our District Planning Office at (509) 456 -3996 1 TJT /mer C: \windows \aril Irharris doe Sincerely, J.C. LENZI District Administrator By: THEODORE J. TREPANIER, PE District Planning Engineer JAN 201993 SPOKANE COUNTY PLANNING DKPARTMENT By: Phone: DETERMINATION OF NONSIGNIFICANCE - "DNS" WAC 197 -11 -970 and Section 11.10.230(3) SPOKANE ENVIRONMENTAL ORDINANCE FILE NUMBER(S): PE- 1683 -92 DESCRIPTION OF PROPOSAL: Preliminary Plat of Harris Subdivision with existing Urban Residential -3.5 (UR -3.5) zoning within the Aquifer Sensitive Area (ASA) Overlay zone. APPLICANT: Michael E. Hams E. 12918 22nd Spokane, WA. 99216 (509) 926-2508 LOCATION OF PROPOSAL, generally located at the northwest corner of the intersection of McDonald Road and Rich Avenue in the northwest 1/4 of Section3, Township 25 N., 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 naj required under RCW 43.21C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the Lead agency. This information is available to the public on request. This DNS is issued under WAC 197 -11- 340(2); the lead agency will not act on this proposal for at least 15 days from the date issued (below). Comments regarding this DNS must be submitted no later than 4:00 p.m., January 19, 1993, if they are intended to alter the DNS. RESPONSIBLE OFFICIAL: WALLIS D. HUBBARD, PLANNING DIRECTOR William J. Moser, Planner I (509) 456 -2205 REC OV D JAN 0 6 1993 SKIM* COWIN EK60IEEt ############################## # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## Address: Spokane County Planning Department North 721 Jefferson Spokane, WA 99260 A l DATE ISSUED /7i.iL•1 /—/ 6 1993 SIGNATURE: G am/ t 4 - 1—c_J COMMENTS REGARDING ENVIRONMENTAL OONCERNS ARE WELGC)11QEAT'II E HEARING. APPEAL OF THIS DETERMINATION, after it becomes final, may be made to the SPOKANE COUNTY PLANNING DEPARTMENT, North 721 Jefferson, Spokane, WA 99260. The appeal deadline is the same as the above projects appeal deadline, being ten (10) calendar days after the signing of the decision to approve or disapprove the project. This appeal must be written and the appellant should be prepared to make specific factual objections. Contact the Planning Department to assist you with the specifics for a SEPA appeal. This DNS was mailed to: 1. WA State Department of Ecology (Olympia) 2. WA State Department of Health 3. Spokane County Health District 4. Spokane County Division of Engineering 5. East Valley School District No. 361 6. Fire District No. 1 7. Trentwood Irrigation District 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 13. Washington Water Power tom; jaratuniarTiksur PLANNING DEPARTMENT PRELIMINARY SUBDIVISION APPLICATION PART I A.' GENERAL INFORMATION:, NAME OF APPLICANT/REPRESENTATIVE: M GN /A E L E' El A 2 Rt S MAILING ADDRESS: r I -1 p CITY: S? cd< A v e• STATE: u R ZIP: C“ Z- 1 PHONE: C 2( - LS 0 8 (work) ` t ZL - LS 0 f3 (home) IF APPLICANT IS NOT OWNER, INCLUDE WRITTEN OWNER AUTHORIZATION FOR APPLICANT TO SERVE AS REPRESENTATIVE. LEGAL OWNER'S NAME: fr l t CL I P HONE: CI ` Z SO g MAILING ADDRESS: E ( Z`l•'/ I:i 2 Z, CITY: S F In ) STATE: ZIP: I Cr Z f (� PROJECT/PROPOSAL SITE AREA (acres or sq. ft) 3.:3 4 ACRE 5 ADJACENT AREA OWNED OR CONTROLLED (acres or sq. ft.) 6 ASSESSOR PARCEL #S OF PROJECT/PROPOSAL Z _ 9051 ASSESSOR PARCEL #'S OF ADJACENT AREA OWNED OR CONTROLLED u A STREET ADDRESS OF PROPOSAL N T ' 4 4 0 '7 M c b o M n L ,7, 7 D EXISTING ZONE CLASSIFICATION(S) (DATE ESTABLISHED) L\ RR. 3. 5 EXISTING USE OF PROPERTY IZeSt0 G u T t p t_ /I COMPREHENSIVE PLAN CATEGORY I)rbov)(0 SCHOOL DIS I RICT FAST '' R LE Y FIRE DISTRICT 1 . WATER PURVEYOR 1 4- 1 oc arr. ,34'3 PROPOSED USE OF PROPERTY: Single family dwellings y) Duplexes ( ) Multifamily dwellings ( ) Manufactured homes ( ) Business ( ) Industrial ( ) Mixed Use ( ) Other ( ) - Describe: LIST PREVIOUS PLANNING DEPARTMENT ACTIONS INVOLVING THIS PROPERTY: NuN 13 . LEGAL INFORMATION: nnZ LOCATION OF PROPOSAL: 1 v;:- a._La`nJ "i—' C- o'er -e 4 tir -- nl�C'�2�� SECTION - TOWNSHIP 7 S N D ei l RANGE N y A S NAME OF PUBLIC ROAD(S) PROVIDING ACCESS Mc--� A tAN a,L - 2 . H P v is , WIDTH OF PROPERTY FRONTING ON PUBLIC ROAD: .2/0 O N M `D c IlJ A a D R DOES THE PROPOSAL HAVE ACCESS TO AN ARTERIAL OR PLANNED ARTERIAL ( ) YES C) NO NAME(S) OF ARTERIAL ROADS H �, o N o9 L T •a C o L C-Da tZ LEGAL DESCRIPTION OF PROPERTY (Attach Icgal description stamped by Land Surveyor). INCLUDE LEGAL DESCRIPTION FOR ENTIRE AREA TO BE SUBD VIDED ONvERELIMINARY SU�3D MAP. ;�fi jY4 4 L r tr ••sr r • SUBDIVISION APPLICATION IF YOU DO NOT HOLD TITLE TO PROPERTY, WHAT IS YOUR INTEREST IN IT? WHAT ARE THE CHANGED CONDIT{ONS OF THE AREA WHICH YOU FEEL MAKE THIS PROPOSAL WARRANTED? fU e I irk f At o r h y WHAT IMPACT WILL THE PROPOSED SUBDIVISION HAVE ON.THE ADJACENT PROPERTIES? WHAT FACTORS SUPPORT THE SUBDIVISION? WHAT MEASURES DO YOU PROWSE TO MITIGATE YOUR PROPOSAL'S IMPACT ON SURROUNDING LAND USE? '�.te_ ��1- ? „�"1_ r Lt..; 1/4 � t- , tr, La- uer yk C. PRELIMINARY SUBDIVISION GENERAL INFORMATION: NUMBER OF LOTS: I TYPICAL LOT SIZE 10, 0 0 I; SMALLEST LOT SI7F PROPOSED SOURCE OF WATER: Individual wells ( ) Public system (g) Other ( ) - Describe: PROPOSED MEANS OF SEWAGE DISPOSAL: Public sewer ( ) Community system Double Plumbing ( ) Dry Sewer ( ) Describe: () GROSS AREA: PROPOSED NET DENSITY *: //A'c -rt- MINIMUM FRONTAGE: R - 3 Z 7 \ Private'Community System ( ) Septic tank and drainfield Other ( ) UTILITY COMPANIES AND /OR DISTRICTS TO PROVIDE SERVICE TO THIS PROPOSAL: Electricity: .3 w Sewer: Gas: l.'Ju> Water: 1rt < /.rw000D S2cz a 3 Phone: UCS WcST _ 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? Yes ( ) No (/) IF YES, EXPLAIN: D. PRELIMINARY SUBDIVISION IMPROVEMENT INFORMATION: LEVEL OF STREET IMPROVEMENTS PROPOSED: Public roads t,.0 Arterial roads ( ) DESCRIBE ANY COMBINATION OF ABOVE: Private roads ( ) Tract X roads Page 2 of X () ESTIMATED TIME PERIOD EXPECTED FOR COMPLETE DEVELOPMENT OF THE SUBDIVISION: I 7- il.s IS PHASING OF THE FINALIZATION OF THE SUBDIVISION PROPOSED? Yes ( ) No ( 1/4) IF YES, SHOW PHASING ON THE PRELIMINARY SUBDIVISION MAP. IS DEDICATION OF LAND FOR PUBLIC USE CONTEMPLATED (Parks, schools, etc.)? Yes ( ) No O, IF YES, DESCRIBE: * NET DENSITY IS UNITS OR LOTS PER ACRE MINUS PRIVATE AND /OR PUBLIC ROAD AREA. SUBDIVISION APPLICATION THIS SECTION OF THE APPLICATION WILL PROVIDE THE PLANNING DEPARTMENT STAFF WITH WRI t 1 EN VERIFICATION THAT THE APPLICANT HAS HAD PRELIMINARY CONSULTATION WITH THE AGENCIES IDEN I IP1ED. 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 ERE PROTECTION PURPOSES. C. RECOMMENDED FIRE FLOW: 53 aVeif -'7 OR UNABLE TO CALCULATE NOW BECAUSE USE IS NOT DEFINITIVE; AND WILL BE DETERMINED AT BUILDING PERMIT APPLICATION TIME. p D. REQUIREMENTS INCLUDE: /CO /! i riQ///effe/ .e."vrS - ate ifj �S FIRE DISTRICT A . SATISFACTORY ARRANGEMENTS REQUIREMENTS (HAVE B. REQUIREMENTS /COM,MENT WATER DISTRICT / A. COMMENTS: A. COMMENTS: PART II IGNA1 /e) WATER PURVEYOR FOR DOMESTIC WATER AND FIRE FLOW T) BEEN MADE. - li /24D / 4/4 ✓l/ LI a )1./ SJFNAI URE/I'ITLE DATE COUNTY ENGINEER A PRELIMINARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQUIREMENTS FOR ROADS AND DRAINAGE HAVE BEEN DISCUSSED WITH THE APPLICANT. SIGNATURE COUNTY U"CILITIES A PRELIMINARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQUIREMENTS FOR SUBMITTAL OF THIS PROPOSAL (HAVE) (HAVE NOT) BEEN SATISFIED. THE DESIGNATE WATER PURVEYOR FOR THIS SITE IS i A. COMMENTS: /'L A A:0 / 1/2/4_ _ cjz SIGNATURE/I'ITLE DATE HEALTH DISTRICT A PRELIMINARY DISCUSSION HAS TAKEN PLAC -E SUBMITTAL OF THIS PROPOSAL (HAVE A. COMMENTS.: • � Ael 1 4;c - U-SkRAL REQUIREMENTS FOR HAVE NOT) BEEN SATISFIED. s/ `3 eurtetc r /® / SIGNAT • E%I fTLE D TE ' Page 3 of 'S /saCryZ1 DATE j SEWER PURVEYOR A PRELIMINARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQUIREMENTS FOR THE PROVISION OF PUBLIC SEWER ARE U DERSTOOD BY THE APPLICANT. ly SIGNATURE/ TITLE A - ✓5 DATE SUBDIVISION APPLICATION PART III SURVEYOR VERIFICATION I, THE UNDERSIGNED, A LICENSED LAND SURVEYOR, HAVE COMPLETED THE INFORMATION j REQUESTED. THE LEGAL DESCRIPTION AND PRELIMINARY PLAT HAVE BEEN PREPARED BY ME OR UNDER MY SUPERVISION IN ACCORDANCE WITH THE REQUIREMENTS OF THE SPOKANE COUNTY ZONING /SUBDIVISION LATIONS AND THE LAWS OF THE STATE OF WASHINGTON. i SIGNED: ate - ADDRESS: kV /Pi / l I : kn tong #/r/0 droli J/JO. , wfi 99 20/ ZIP: PART IV (SIGNATURE OF PROPERTY OWNERS OR LETTER OF AUTHORIZATION) I I, THE UNDERSIGNED, SWEAR UNDER PENALTY OF PERJURY THAT THE ABOVE RESPONSES ARE MADE TRUTHFULLY AND TO THE BEST OF MY KNOWLEDGE. i 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 WRITTEN PERMISSION FROM THE OWNER AUTHORIZING MY ACTIONS ON HIS/HER BEHALF. SIGNED: / ✓ ti� ADDRESS: 9 i NA - ci -7 C ' �f v 1 v ( z e 5 .,c SIGNATURE OF APPLICANT OR REPRESENTATIVE DATE STA 1 L OF WASHINGTON ) ) ss: COUNTY OF SPOKANE ) SIGNED AND - SWORN TO /AFFIRMED BEFORE ME ON THIS °V DAY OF 60,74)h Eie , 1992, BY E wet 9 e cL/ w :il v / NOTARY SEAL /� (o-Ant,, ���a / DATE SUBMI I I ED: DATE ACCEPTED: TOTAL FEES: BY: RECEIPT DATE: PHONE: DATE: PHONE: ZIP: Notary Public in and for the State of Washington Residing at: My appointment / expires: a .5; / 9 / / Dn' /0 //9c? Z noligez &q mdai E. 74 Lida. H4.eet:5 PART V (TO BE COMPLETED BY THE PLANNING DEPARTMENT) s Page 4 of /0 �2l� gZ oft&te/Se C PU! /chi Z l 6 - 2 rt! C/ LI L SUBDNISION APPLICATION PART III SURVEYOR VERIFICATION I, THE UNDERSIGNED, A LICENSED LAND SURVEYOR, HAVE COMPLETED THE INFORMATION REQUESTED. THE LEGAL DESCRIPTION AND PRELIMINARY PLAT HAVE BEEN PREPARED BY ME,OR UNDER MY SUPERVISION IN ACCORDANCE WITH THE REQUIREMENTS OF THE SPOKANE COUNTY ZONING /SUBDIVISION e G . LCTIONS AND THE LAWS OF THE STATE OF WASHINGTON. SIGNED: PART IV (SIGNATURE OF PROPERTY OWNERS OR LETTER 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 WRITTEN PERMISSION FROM THE OWNER AUTHORIZING MY ACTIONS ON HIS/HER BEHALF. J SIGNED: AD 241 //• �/ � NOTARY SEAL DATE SUBMITTED: DATE ACCEPTED: TOTAL FEES: ADDRESS: a 1:0 : • -. 0 4C:C2 4 - a -t22 -•-_,tY/9 DATE: # O PHONE: - 9.9_0,0 i ZIP: SIGNATURE OF APPLICANT OR REPRESENTATIVE My appointment expires: BY: RECEIPT 11: '. u DATE: PHONE: ZIP: 'Sel9 .V� Notary Public in and for the State of Washington Residing at: PART V (TO BE COMPLETED BY THE PLANNING DEPARTMENT) /O /2T /qZ /Urz 2 -/92, /zP -s331 F9 2 -/G DATE STATE OF WASHINGTON ) COUNTY OF SPOKANE ss: D SIGNED AND SWORN TO /AFFIRMED BEFORE ME ON THIS j as DAY OF ct k E/C∎ 1992, B Y _DEseA C 5 Page of 4 .. • 1,NVIRCONAUNT CRECY SPOKANE ENVIRONMENTAL ORDINANCE SECTION 11.10.230 [1] 2.1 ft. 9 ri r1 _v,;7._ (VAC 197 -11 -960) Section 11.10.230(1) Purpose of Checklist: i The State Environmental Policy Act (SEPA) chapter 43.210 RCN, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An Environmental Impact Statement (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 from 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 is required. 1 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 m.txt answer each question accurately and carefully, to the best of your knowledge. In most cases, you should be able to answer the ques ions 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 now may avoid unnecessary delays later. Sore questions ask about governmental regulations, such as zoning, shoreline, and landmark designations. Answer these questions If you can.l 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 then over a period of time or on de d parcels of la Attach any additional information that ill describe your proposal or Its environmental effects. The agency to which you you submit submit this checklist may a ask you to explain your answswers rs o or provide additional information 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, complete the SUPPLEMENTAL SHEET FOR NOMPROdECT ACTIONSIPart D1. For nonproject actions, the references In the checklist to the words 'project,' 'applicant,' and 'property or site' should be read as 'proposal,' 'proposer,' and 'affected geographic area,' respectively. A. BACKGROUND 1. Name of proposed project, if applicable: Rev.2 /1/B8 SPOKANE ENVIRONMENTAL ORDINANCE Environmental Checklist Ft A 1 5 k.� n �i l7 1 V i 5 I bill 2. Nair of Applicant: fv‘ n l_ t { r"A" (7--Q-\S 3. Address and phone number of applicant or contact person 1 Y `12.x- "ZSV9, 7. a. Do you e any plans for future additions, expansion, or further activity related to or connected with this proposal? n 1 b. Do you trim or have options on land nearby or adjacent to this propos O? If yes, explain. A) V File No. B. List any environkntal Information you know about that has been prepared, or will be prepared, directly related to this proposal. A, ) C r VtZ 1 m katw.k- � A 1 4. Date checklist prepared: ki°tie- vh � P1 Z- k- i q q Z— I S. Agency requesting checklist: PI_ n Ni Ni ( 1) C.] ( Proposed timing or schedule (including p h a s i n g , I f a p p l i c a b l e ) : RC (a l Iv (D E V l: L u ? Pil C ✓U ` PI ? 2c v & v'l E iv S f4 (ki_ 1- 1 5 3 ( /a 4 uk -r VI. as .Zc-t-1 ) i I 1 If yes, expl in I/ (VAC 197 -11 -960) Section 11.10.230(1) A. EARGEODND (continued) SPOKANE ENVIRONMENTAL ORDINANCE Do you law whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal' If yes, explain. V5.3 5 PL 74 7 P t-- 10. List any goverasent approvals or permits that will be needed for your proposal, if know. 11. Give a brief, complete description of your proposal, Including the proposed uses and the size of the project and site. ]here are several questions later in this checklist that ask you to describe certain aspects of your propoael. you do not need to repeat those answers Nov this page. 1)i (<0i2f-- Lac aTt;C.) DtU 1\)osc csZNe: DF ,1Z( A N7 i"tC_∎_cNA . - 17 -1.- i 3, Ac.2c5 W)14 A N 5, Kcf-1E. ._L+ TS — 1 - 6 d>% ON J 1C)Ep 1 it ro 1 t LOTS I TNUtiO - "I1� aXi5 N cp'2 i S INGLE Fr9MiL� II urns w 1 11 ,1 ° 3� 3, LT LDTO "(I l` 2.1_ t"1 (Nita 6 +D LOTS . 12. Location of the proposal. Give sufficient information for • person to understand the precise location of your proposed project, including a scree[ address, if any, and section, cownship and range, if known. if • proposal would occur over • range of area, provide the range or boundaries of the site(s). Provide • legal deacrlpclon, site plan, vicinity cup, and topographic map, if reasonably available. Vhile you ahould sulmft any plans required by the agency, you are not required to duplicate cups or detailed plans submitted with any permit application related to this checklist. N t7 rZ - I I -I LJ L S T w 2 nJ c yL O i= 1Q.1 c:.. rl A Ai l � M C O 11) )0 1 0 . RoPCz /�d��� I 1 LI o? PIS 7Jt- L 13. Does the proposed action lie within the Aquifer Sensitive Area (ASAP The General Sewer Service Are•' City of Spokane! (Stu Spokane County's ASA Overlay Zone Atlas for boundaries). �((1 G. Y sc 0 Pr, c t; i 5 In i - r r0 Ilk L - ASS . cl SSA + C) 5S Pc W Y" TO DE COMPLETED PT APPLICAM g. ENVIRON:EN'_AL eLRENTs 1. EAR:11 a. Caner•1 deacrlpclon of the site (circle one): flat, rolling, hilly, steep slopes, mountain , other: 1R c.) v b. That is the steepest slope on the site (approximate percent eloper c Iv u That general types of dolls . e found on the sire (for example, clay, sand, gravel, peat, murkr If you know the classification of agricultural soils, specify them and note any prise farmland. (11Ut fCN Ckos�7 ere there surface lndicaclooa or history of unstable soils in the immediate vicinity? I( go, describe. 11J 1 I{N 1 2 (1 ) cT 1< 1V The Priority Sewer Service Arca? The Evaluation For Agency Use Only (RAC 197 -11 -960) Section 11.10.230(1) R. ENVIRONMENTAL ELEMENTSIcontinued) e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. c 't K Not,. ar`) r 7'N 1 g ; 1 pi r. , L I L L tj a, I C c1= C PCZ. NS C; rv[, pL 11 r• f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. 1) v g. About what percent of the site will be covered with impervious surfaces after project construc- tion (for example, asphalt or buildings) 1 L es s rNaty o °% h. Proposed measures to reduce or control erosion, or other impacts to the earth, If any: 1\) U N EJ 4 7 N t S 1 1 rvl E 2. AIR a. What type of emissions to the air would result from the proposal (i.e., dust, automobile, odors industrial, wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantites if known. AA 1 o )' 10 61 fl 1 SS t o ry 5 F2 a k t 4 oa✓,v 25 b. Are there any off -site sources of emissions or odor that may affect your proposal? If so, generally describe. c. Proposed measures to reduce or control emissions or other impacts to air, if any: Nor 3. WATER a. Surface: III Is there any surface water body on or in the Immediate vicinity of the site Including year - round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows Into. Gv 0 I\/ 6 Iv e SPOKANE ENVIRONMENTAL ORDINANCE (2) Will the project require any work over. In, or adjacent to (r,:hin 200 feet) the described waters? If yes, please describe and attach available plans. ' 3 Evaluation For Agency Use Only (WAC 197 -11 -960) Section 11.10.270(1) D. ENVIRONMENTAL ELEMENTS (continued) (I) Estimate the amount of fill and dredge material that would be placed in or removed from the surface water ar wetlands and indicate the area of the site that would be effected. Indicate the source of fill material. V. A... (4) Will the proposal require surface ester withdrawals or diversions? Sive a general descrip- tion, purpose, and approximate quantities, If known. N. A . (5) Does the proposal lie within a 1C0-year flood plain? If so, note location on [he site plan. n;o (6) Does the proposal involve any discharges of waste materials to surface waters? if so, describe the type of waste and anticipated volume of discharge. Ground: (I) Will groundwater be withdrawn, or will water be discharged to groundwater? Sive general description, purpose, and approximate quantities, if known. No N r1 . SPOKANE CNVIROVNE12AL ORDINANCE (2) Describe waste material that will be discharged Into the ground from septic tanks or other sanitary waste [resonant facility. Describe the general site of :he system, the comber of houses to be served (if applicable) or the comber of persons rystem(s) are expected to ry L14.) N i y9 o N 5 e r r, c_ (7) Describe any systems, ocher than [hose designed for the disposal of sanitary waste, installed for the purpose of discharging fluids below the ground surface (includes systems such as those for the disposal of storm water or drainage from floor drains). Describe the type of system, the amount of material to be disposed of through the system and the types of materials likely to be disposed of (Including ma erials which may enter the •y•m inadvertently through spills or as a result of firefighting activities NO 1 gIV ow t � (4) Will any chcmlcala (especially organic solvents or petroleum fuels) be scored in above- ground or underground storage tanks? If so, what types and quantities of materials will be stored? Evaluation For Agency Use Only (WAG 197-11 -960) Section 11.10.250(1) E. ENVIRONMUA1 ELEI0:1175 (continued) (5) What protective meamures will be taken to insure that leaks spills of any chemicals stored o used o site will not be allowed to percolate to groundwater (this includes measures to keep chemicals out of disposal systems described in 56(2) and 111(5)! 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 thls inter flow' Will this water flow into other waters? If so, describe. - I - R0 112 nr b I N syR 5 a � (2) Will any chemicals be stored, handled or u eed on the site In s location where spill or leak, will drain t surface or groundwater or to • storm water disponi system: discharging to surface or groundwater'. grams. 'SC pasture TO Gfz /a 55 N . a Ain (3) could waste materials enter ground or surface eaters? If so, generally describe. No d. Proposed measures to reduce a es rol surface, ground, and runoff water impacts, tf any (if I the proposed action lies within the Aquifer Sensitive Area be especially clear on explanations r relating co facilities concerning Sections 1b(4), 56(5), and 3e(2) of this checklist): 0A ve Cn S Pt / N 7p Cr SLA.; /1 YC& A - . 4. PLANTS a. Check or circle type of vegetation found on the site: deciduous tree: alder, maple, aspen, other. V evergreen tree. fir, cedar, pine, ocher. SPOKANE EttVIRONNENSAL ORDINANCE croft or grain wet soil plants, cattail, buttercup, bullrueh, skunk cabbage, other. ter plants water lllly, eelgrau, enroll, ocher. ocher types of vegetation. J b. What kind and amount of vegetation will be removed or altered' - 7 f� 5 I Lt. (Z C9 c. List threatened or endangered species know to he on or near the site Nb Iv4i d. Proposed landscaping, we of native plants, or ocher measure. to preserve or enhance vegetation on the site, if any: O Iv E s Evaluation For Agency Use Only • (WA[ 197 -11 -960) Section 11.10.270(1) B. ENVIRONMENTAL ELEMENTS (continued) c. Is the site part of a migration route' If so, explain. /U c d. Proposed measures to preserve or enhance wildlife, if any: Na ivy ELCcra 1 C AJO N � (1) Describe special emergency services that might be required. • N SPOKANE ENVIRONMENTAL ORDINANCE 5. 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 ^, songbirds, other: i tnt- Ill 6 owl yC mammals: deer, bear, elk, beaver, other: y-s P-r' fish: bass, salmon, trout, herring, shellfish, other: .M" p p ..r- other: fJetn w b. List any threatened or endangered species known to be an or near the site. Nc cf 5. ENERGY AND 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. F'NR jtt O. IA G✓tS 1rd2 ea-) h. Would your project affect the potential use of solar energy by adjacent properties' If so, generally describe. 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: / ✓ IV t 7. 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. • 6 Evaluation For Agency Use Only (VAC 197 -11 -960) Section 11.10.230(1) B. ENVIRONMENTAL KLPI0:M (continued) SPOKANE ENVIRONMENTAL OROINANCC ENVIRONMENTAL HEALTH (continued) (2) Proposed meaeuree to reduce or control - zmironmental healt. hazards, if any: h)0 Noise: (1) What types of noise exist to the area which may affect your project (for example equipment, operation, other' 1� . ra[Tic, (2) What types and levels of noise would be created by or ssociated with the project on a short-trra or a long-term buts (far example: traffic, renetructlon, operation, ocher)' Indicate what hours noise would come from the site. 5 (2 T - T G 2 J./ C A N ST 121A- 0 r)./ — Da Y 7 r-t (3) Proposed measure to reduce or control noise impacts, If any: N c1•-c 0. LAND AND SHORELINE USE ,7 a. What is she current use of the site and adjacent properties' (` t S ( 17 b fV \ ;.L b. Ilas the site been used for agriculture' If s o, describe. 1 5 �I� E L a N 1� N O 3E6nJ t.tJ Etl M CRt Sc CA c. Describe any structures on the site. A 17 D 01 t . 6 A} 2 n U L , Iv l] Cl 3inR d. Will any structures be demolished' If so, which, 71 Ca /4 ✓ H (= n ry t� 3 ill 2 e. that lm the current zoning classification of the site? g• btK. 3r 5 What is the current comprehensive plan deslgiullon of the site' IVO g N l N i If applicable, what is the current shoreline master program designation of the mice' N' A _ Has any part of the Bice been classified as an environmentally sensitive' area? If • , specify. N D T e' Nt,v.ni 1. Approximately low many people would reside or worm in the completed Vrojectl rP r1 I L) 5: S 7 Evaluation For Agency Use only (WAC 197 -11 - 960) section 11.10.230(1) B. ENVINONniF [ ELEMENTS (confirmed) q r p z Y 'c a s sPOFANG ENVIRONNENLL ORDINANCE Approximately how many people would the completed project displace? J. k. Proposed measures to avoid or reduce displacement impacts, If any: tV . A . (�J U r■ 6 Proposed m e e to ensure the proposal Is compatible with eidecing and projected land uses and plane, If anyY Sin t 3� iVS S , c,v l 5 CN irlL t SSz c x, 5 H o i7 E S • HOUSING a. Approximately how many units would be provided, if any? Indicate whether high -, middle -, or low -income housing. I O N E w rl e S .. M i tJ O -' . L Approximately how many unite, if any, would he eliminated? Indicate whether high -, middle -, or low - Income housing. /0o N c Proposed measurer to reduce or control housing Impacts, if any: o n Cr 10. AESTNE:ICS a. What is the tallest height of any proposed structure(.), not Including antennas? What is the principal exterior building material(s) proposed' Z S - co R i C S , mat views in the immediate vicinity would be altered or obstructed? tN t, rJ G e. Proposed measures to reduce or control aesthetic impacts, if any: /U0N 11. LIGHT AND CLARE s. Mac type of light or glare will the proposal produce? :chat time of day would it mainly occur h1�tv� b. Could light or glare from the (interred project be a safety h•rard or Interfere with views? k) — c. What existing off - site sources of light or glare may affect your proposal? V ctJc d. Proposed measures to reduce or control light and glare Impact., if any: o 8 Evaluation For Agency use only (WAC 197 -11 - 960) Section 11.10.290(1) B. ENVIRONMENTAL L I.DMITS (continued) 11. RECREATION a. What designated a ma and informal recreational opportunities are in the immediate vicinity} D 1 L A N T V S f- C f (E- i I>i+- 2 l b. Would the proposed project displace any existing recreational uses. If e , describe. N0 Proposed measures to reduce or control impacts o n recreation, including recreational opportunl- ties to be provided by the project or applicant, ifany: N D N L O. HISTORIC AND CULTURAL PRESERVATION a. Are chere any places or objects listed o n or proposed for national, state r local preserva- tion registers known to be on or next to the site? If • , generally describe. b. Generally describe any landmarks or evidence of historic archaeological, scientific or cultural importance known to be on or next to the site. N 0 A/ o c. Proposed measures co reduce or control impacts, if eny: ''V ' A TOO SPOKANE LNVIRONNZNTAr ORDINANCE ls. TRANSPORTATION Identify public stems and highways serving the site and describe proposed access to the existing street system. Shoron site plans, if any. x \I EaJ JT 26 Co1V TLi N\ l c A✓ v . ( f T Al Cog- LOTS L..) 1 L L S G Q O (1`(' e4C- cp 4■1 ,o 7 RC), IAD° ry o 9 Q �. Is site currently served by public transit! If not, what is the approximate distance co the nearest transit stop? Dow many parking spaces would the completed project heve How marry would the project eliminate' IV V h/ t - d. Will Ili -op-orl require any new roads o streets, or improvements to existing roads o etreeta not including drlvevsysl If sot generally deecribe (Indicate whether public or private). f-1 w UAL - OC - SA G (2o t3tp . Will the project vat (or occur fo the Immediate vicinity of) sorter, rail, or air cranaportaclont If • , generally describe. Evaluation For Agency Use Only (VAC 191 -11 -960) Section 11.10.230(15 B: ENVIP.ONtaral ELEMENTS (continued) Dare SPOKANE ENVIP.ONNZNTAL ORDINANCE Now many vehicular trips per day would be generated by the completed pro)ecrt If known, indicate when peak would occur. K too L - . N (i 0 w n h 1\I ! - ( - R 1• >.S S E - nZ •‘ T iS D • g. Proposed measures to reduce or control transportation impacts, if any: NcNs 15. PUBLIC SERVICES a. Would the project r colt In an increased need for public services (for example, fire protection, police protection, health care, schools, other)'. If so, generally describe. II' N L' LAA-C l v ,frame- nn -f� '� c l / - t C_'D /+�IYU- 4 17a, // G 1 b. Proposed meaeoree to reduce or control direct Impacts on public service., ic any: N c iv L . 16. U- ILITIES a. Circle utilities currently available at the 'ice: electricity, natural gas, water, refuse service, telephone, sanitary sever, septic system, other. GL EC tttclTy 104 714. , 2 ra t - - 67 kiS rc P N v + 6 Y P z .v ✓tl'- a Y 1 . Cv, C.L17�� Describe the utilities that are proposed for the broject, the utility providing the service and Ole general construction activities on the site or In the immediate vicinity which might be needed. • S E t2 So �T IC- C. SIGNATURE I, the undersigned, tuner under the penalty of perjury that the above responses a t made truthfully and to the beet of my knowledge. I also, r understand that, should there be any willful misrepresentation o willful lac'! offull disclosure on my part, the agency may withdraw any determination of nomlgniflcance that it might ince in rellsnceupon this cL ckl Lt. 1 I I Proponent: FOR STAFF USE ONLY Phone: i '7 - 15t:,. Person completing form: Phone. / / LI / C /R— Proponent (Signature) SDI w Address: M I c- hInc -.L C (Please Print or Type) (Z4 1 /i rt Cl 1 3 z.z L_✓11 Date: Evaluation For Agency use only Staff member(a) reviewing checklist Based on this staff review of the environmental checklist and other pertinent information, the staff: [ 1 A. / \I Conclude, that there are no probable significant adverse Impacts snd recommends a Acerndnatfon of nonelgnificance. --1,07frt Ss zj6. Concludes char probable significant advent environmental impacts do exist for the current proposal and recommends • mitigated deter- mination of noneignlflunce vlrh condition.. Concludes that there ere probable significant Levers! environmental Impacts and recommend. a determination of significance. FILING FLE - 115.00 IC 21 1 f .n# 5 • oo R . ALTOv BRIDGE RICH AVE. u r! ROCKWELL s 1 GL09L p in e P /ante ;a Awry S ite Pork PE- 1683 -92 EUCLID AV E. /IORP oER 1 5 n tn . SANSON AVE EL. 204/ CC �t 0 Q J d: tvl w O O / >: C. N ' C : 1C7 Q _ f O 0 : n '.- cf. Cr 1 Z a . 7 S O W • , 3 p W �' m J - ' Z v L IN o tat Q o m WELLESLEY AVE. 3 ,.,,,,E R[11.1 S n v- 139 Y 124 125 126 127 128 129 130 1 • 1 131 -132 ' 133 34 135 r i 136 137 I� O _ / -r'' 7 "N.wwmat S .n tr I 1 I LONGFE v x v < M a R D,RWELi r . \ STcN o.r T. 25N., R 4 4 1-_. EVA " 15T ADD I T ION PLAT 13/40 EVA ADGITI RICH AVE - EVA - - 2ND --- - ADDITION PLAT 13/56 N 'LAT 12/55 d \ FIRE HYDRANT UST LP( OF WC CT 444 ELT Et DE LAST 1035 FEET CF my U7t 3 R N a 0 • LEGAL DESOTPnON - nt 41.60' F' t o R 120.77 ' p, 20 l TRAT PORTION OF THE EAST 1038 FEET OF THE SOWN ONE TURD Dr CONRRNENT LOT 3, SECTION 3, T 25 N. R 44 E, MIA, LYING EASTERLY OF THE WEST 644 FEET A51) NORTH OF THE SOWN 30 FEET _ _ - - - --- - _ F%CEPT TWAT PORTION DESCRIBED AS FOLLOWS: HEMMING AT A PC( NT ON THE WEST UNE -OF MCDORALD ROAD WU01 15.7.00 FEET SOUTH THE NORTH UNE CF SAID SOUTH ONE -TURD OF WYIIRNMENT LOT 3; THENCE NORTHERLY, ALONG SAID WEST UNE, 7.00 FEET; THENCE WESTERLY, ALONG SAID NORTH UNE, TO A POINT MWICH IS 394.00 FEET WESTERLY, MEASURED AT RICHT ANGLES, FROM THE EAST UNE OF SAID GOHRMENT LOT 3; THENCE SOUTHERLY TO THE PONT OF BEGINNING AND EXCEPT MCDONAID ROAD; SITVATE IN SPO(ANE MINN. STATE OF WAD-MOTOR 1 03 E 394 I o 588'07'36 "E 369.26' m:mr3� �. t e_ > 4,115 25' I. I L07 \] ! ARd.A•I0000sr i - ;, 101.72 Q r Q LOT 2 I AREA•00005F I ` I : \ 2' / 4v J 4 LOT 4 1 o a1. AREA • •104965F rtr - A. I In 1.72 4 \W>5 Q _ _ a C 20 I- r LoT I AREA•IC0005FI wwn f t* \ I•53 � \ A • PROPOSED EDGE L ASPHALT / AND NEW ,CURSING • R R M .. =.: R LOT 5 \ • ) EA•102L35F 1 �PE.TA \I DELTA N, 45.05'41' ,7745 \ I\ \ 10, • I CELTA` X 1 • DELTA( 5 \46 /, '\Sear) � I . /JOT b : '; � ARFYA- 1000051 .. N • ss Q :.,' i is• /01.72' l' 1 p I c "9 -.B .. 1 � 50— 43 � 251 I' LOT 7 n , . `(,REA.thoo5F. F .� B D O AD O I ` e -_ T : An In . 1._ ..` p $� rl � III K w ° 4 �4 FJ =� 1>< Ate /0172 `. .Y . ` A l' s Loy . 8 ;pq`''Vs?' 4, I„ FI I AREA•M/NiF1 n \I x{ I -LOT °1 =L I V g A EA•n a}5F11 ),' • 25. L..i \, �, ,_.. ` ,, \\'� I I f5 ' I [ 1 1 6' /01.72' , 101.72' ° \ ' ( 1 156 3 ' \\? I \ I I ' _ / \ 8 / / 1 i I \/ _ 5' FUTURE i ALWI9TION LOT II I•, I I AREA•139245F I I I , I d I � 1 1 6b6" R "IH Q I . 1 . AREA•U710 47.92 2y %N89 34'6.13 =—' 2 ��. - p' ; d 2 \ `, l tdp _ l / v / , / 1d• \ S \ PROPOSED ND OF CURB �1 IY.4 a UNE KSM SIX d fPU a tors exam 5' DEDICATION IIDI I. ..C FOR ROAD PURPOSES N CV W O O 25' PRELIMINARY LONG PLAT d'FIRE_HYDRJ - OF THE __- __ —.___ - HARRIS SUBDIVISION LOCATED IN A PORTION OF GOVERNMENT LOT 3, SECTION 3, TOWNSHIP 25 NORTH, RANGE 44 EAST, WILLAMETTE MERIDIAN, SPOKANE COUNTY, WASHINGTON FOR MICHAEL HARRIS PROPOSED EDGE OF ASPHALT AND CURB UNE oa CF 43F54uT M W.0 L5 !MOM »a LE&EINO o POWER POLE J FIRE HYDRANT TELEPHONE BOX , a ' . o 5ANITAeY SEWER MANHOLE . y am CATCH BASIN MAIAHOLE '•a` WATER VALVE BUILDING SETBACK LINE UTILITY RIGHT -OF -WAY LINE _ _ID -- -- CONTOUR LINE AREA 3.3 ACRES NUMBER OF LOTS - 11 ZONING - URBAN RESIDENTIAL - 3.5 SPONSOR - MICHAEL HARRIS EAST 12918 22ND STREET SPOKANE, WA 99216 (509) 926 -2508 SURVEYOR'S CERTIFICATE/ 4V C(RQGRi 9303005 NFYE IK• DT IF R L4034 ITT WI IMI AT TS KP.MT Of att NKVA I' 1 A 0 e n 3 0 x34.1. T. C[MR/. NTRYIL • 1 6LYA7106 ILL EASED CH AV AfXAm DATL OS MM a OE Mil CH VE 0 LA CN R -MAN W AKN ROAD SECTION INDEX r 34 ILL 44 L ..x .CO b AEI 01 M. IOI. R MO EN6 /Atra 5 •• sac verges WITTw =Mr no EV T { 0210 071 MI -501 "7TFRM Ma -.M0.' ' MAILING ADDRESS: FIRE DISTRICT SCHOOL DISTRICT CITY: 7 ILti4 I PROJECT/PROPOSAL SITE AREA (acres or sq. ft) I PROPOSED USE OF PROPERTY: PLANNING DEPARTMENT PRELIMINARY SUBDIVISION APPLICATION PART I A. GIENERAL INFORMATION: NAME OF APPLICANT/REPRESENTATIVE: M, GN n E L E N A z R. S MAILING ADDRESS: F 1 VI I ti ZZ N; o CITY: ' c LeK v C STATE: l.„) A ZIP: � t 7- t PHONE: C i " Z( - ZS c 8 (work) c : - c' 1'3 (home) IF APPLICANT IS NOT OWNER, INCLUDE WRITTEN OWNER AUTHORIZATION' FOR APPLICANT TO SERVE AS REPRESENTATIVE. qq II �: d �l A-R. 2� S LEGAL OWNER'S NAME: �ltC�C,,e� 4 PHONE: gZ 2 5L'g, . STATE: V 4L-LE i ZIP: T er - z- 3. 3 LI ALRE s ADJACENT AREA OWNED OR CONTROLLED (acres or sq. ft.) U e n E ASSESSOR PARCEL #S OF PROJECT/PROPOSAL HS 3 Z 9051 ASSESSOR PARCEL WS OF ADJACENT ARE A OWNED OR CONTROLLED NJ R STREET ADDRESS OF PROPOSAL Iv 4 C e h o m A L) 7"? p EXISTING ZONE CLASSIFICATION(S) (DATE ESTABLISHED) L\ '1; 3, 5 EXISTING USE OF PROPERTY / o 6 4 t to t_ COMPREHENSIVE PLAN CATEGORY li{ 6cil(0 WATER PURVEYOR z \ ' Oc Sir. 'ttr" i Single family dwellings (y) Duplexes ( ) Multifamily dwellings ( ) Manufactured homes ( ) Business ( ) Industrial ( ) Mixed Use ( ) Other ( ) - Describe: I LIST PREVIOUS PLANNING DEPARTMENT ACTIONS INVOLVING THIS PROPERTY: NcN E I3. LEGAL INFORMATION V 1 LOCATION OF PROPOSAL: I n o U,_ \,E'P J I o rv-v c_r o Pic-nu-Plot( 2; k. \ SECTION 3 TOWNSHIP 7_ S NI D STN RANGE y t i � A S 7 t NAME OF PUBLIC ROAD(S) PROVIDING ACCESS: Pk' 0 4 O at t. R, AL; i WIDTH OF PROPERTY FRONTING ON PUBLIC ROAD: 3 c i 4 l on) M `D c rV n t, rD R p DOES THE PROPOSAL HAVE ACCESS TO AN ARTERIAL OR PLANNED ARTERIAL ( ) YES (I) NO NAMES) OF AR1 ERIAL ROADS rl C D o N a L P ' S 1 C° tc i`o tZ LEGAL DESCRIPTION OF PROPERTY (Attach legal description stamped by Land Surveyor). INCLUDE LEGAL DESCRIPTION FOR ENTIRE AREA TO BE SUB D VIDED ON ERELIMIl IN f�R SUBD g MAP. • 11 .. r, SUBDIVISION APPLICATION IF YOU DO NOT HOLD TITLE TO PROPERTY, WHAT IS YOUR INTEREST IN IT? WHAT ARE THE CHANGED COND LIONS OF THE AREA WHICH YOU FEEL MAKE THI$ PROPOSAL WARRANTED? C.k u r va- k r to e o , r to ; r i WHAT IMPACT WILL THE PROPOSED SUBDIVISION HAVE ON THE ADJACENT PROPERTIES? \N t I I t o C. re...s C I r> � ,/r. I we WHAT FACTORS SUPPORT THE SUBDIVISION? WHAT MEASURES DO YOU PROPOSE TO MITIGA l YOUR PROPOSAL'S IMPACT ON SURROUNDING LAND USE? '1•J tv. 1,. P „ c �— w: l\ ‘t) c C.r, r t Skc 4� L i 5w r- o k_d: C. PRELIMINARY SUBDIVISION GENERAL INFORMATION: NUMBER OF LOTS: I TYPICAL LOT SIZE - D, 0 J h SMALLEST LOT SI7F• c ct 9 PROPOSED SOURCE OF WATER: Individual wells ( ) Public system (V) Other ( ) - Describe: PROPOSED MEANS OF SEWAGE DISPOSAL: Public sewer ( ) _ Community syste Double Plumbing ( ) Dry Sewer ( ) Describe: Electricity: V.) w O GROSS AREA: Sewer: Septic tank and drainfield Other ( ) • 1— i Page 2 of K • PROPOSED NET DENSITY *: p , r ,"3 A - t MINIMUM FRONTAGE: ci 8. Z / Private Community System ( ) UTILITY COMPANIES AND /OR DISTRICTS TO PROVIDE SERVICE TO THIS PROPOSAL: Gas: V� J V Water: t rt <' v w o ry 2 a ;3 Phone: L ,5 W S T 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? Yes ( ) No (/) IF YES, EXPLAIN: D. PRELIMINARY SUBDIVISION IMPROVEMENT INFORMATION: LEVEL OF STREET IMPROVEMENTS PROPOSED: Private roads ( ) Public roads (7.) Arterial roads ( ) Tract X roads ( ) DESCRIBE ANY COMBINATION OF ABOVE: ESTIMATED TIME PERIOD EXPECTED FOR COMPLETE DEVELOPMENT OF THE SUBDIVISION: I Z n ..,1L, s .6, IS PHASING OF THE FINALIZATION OF THE SUBDIVISION PROPOSED? Yes ( ) No ( 5) IF YES, SHOW PHASING ON THE PRELIMINARY SUBDIVISION MAP IS DEDICATION OF LAND FOR PUBLIC USE CONTEMPLATED (Parks, schools, etc.)? Yes ( ) No K. IF YES, DESCRIBE: lg * NET DENSITY IS UNITS OR LOTS PER ACRE MINUS PRIVATE AND /OR PUBLIC ROAD AREA. SUBDIVISION APPLICATION PART II THIS SECTION OF THE APPLICATION WILL PROVIDE THE PLANNING DEPARTMENT STAFF WITH WRI I IEN 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. i FIRE MARSHALL /FIRE DISTRICT ft"/ 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 SYS IEM AND FACILITIES FOR FIRE PROTECTION PURPOSES. C. RECOMMENDED FIRE FLOW: cate2 OR UNABLE TO CALCULATE NOW BECAUSE USE IS NOT DEFINITIVE; AND WILL BE DETERMINED AT BUILDING PERMIT APPLICATION TIME. QQ D. REQUIREMENTS INCLUDE: � /!�/b4 7.5 Olr "its / FIRE DISTRICT (� GNA / EMTLE / /D/iT H A. WATER PURVEYOR A . SATISFACTORY ARRANGEMENTS FOR DOMESTIC WATER AND FIRE FLOW REQUIREMENTS (HAVE) ( •T) //B''EENMADE. / B. REQUIREMENTS /COY,IMENT AA4 - Tri/1/0 / -4/0 Jiff me,- -ref 47)i �7 1-rEg /// / � � ,e, WATER DISTRICT ' SJtiNA COUNTY ENGINEER A PRELIMINARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQUIREMENTS FOR ROADS AND DRAINAGE HAVE BEEN DISCUSSED WITH THE APPLICANT. COMMENTS: Page 3 of 4 i ilk/// SIGNATURE E DATE COUNTY UTILITIES A PRELIMINARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQUIREMENTS FOR SUBMITTAL OF THIS PROPOSAL (HAVE) (HA' /E NOT) BEEN SATISFIED. THE DESIGNATED WATER PURVEYOR FOR THIS SITE IS A. COMMENTS: 01 A .Ckie wr A PRELIMINARY DISCUSSION HAS TAKEN PLAC- SUBMITTAL OF THIS PROPOSAL (HAVE i A. COMMENTh: � it y A. COMMENTS: /. e '17�GD HEALTH SIGNAT SIGNATURE/TITLE DISTRICT A N OT ) SEWER PURVEYOR /o- DATE RAL REQUIREMENTS FOR BEEN SATISFIED. ar./ ` E TLE D CTE A PRELIMINARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQUIREMENTS FOR THE PROVISION OF PUBLIC SEWER ARE UNDERSTOOD BY THE APPLICANT. / '4, 412 t SIGNATURE/I'ITLE /a - /5 "." DATE SUBDIVISION APPLICATION PART III SURVEYOR VERIFICATION I, THE UNDERSIGNED, A LICENSED LAND SURVEYOR, HAVE COMPLETED THE INFORMATION REQUESTED. THE LEGAL DESCRIPTION AND PRELIMINARY PLAT HAVE BEEN PREPARED BY ME OR UNDER MY SUPERVISION IN ACCORDANCE WITH THE REQUIREMENTS OF THE SPOKANE COUNTY ZONING /SUBDIVISIONG]dL ATIONS AND THE LAWS OF THE STATE OF WASHINGTON. SIGNED: a a? DATE: a ADDRESS: Io(/ /e0/ &f.T el r t,lal # //Q PHONE: <,57 6 9 CJrnicnnc? s p 99 Q_I ZIP: C r)970/ PART IV (SIGNATURE OF PROPERTY OWNERS OR LET 1ER 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 I WRITTEN PERMISSION FROM THE OWNER AUTHORIZING MY ACTIONS ON HIS/HER BEHALF. i l - ✓ ,,AC l I SIGNED: .�I< J lsz- 7- %yam✓ / y DATE: �O/ z l /! z ADDRESS: 1 1 /1-I -Lc -"--- C. ' (lea, --1 PHONE: e h_ C - 2 .Cd. t' (i i z 4 t "ZS? ' 7 n.,k c -.c, V '/' ZIP: c; l '- t L SIGNATURE OF APPLICANT OR REPRESENTATIVE DATE STATE OF WASHINGTON COUNTY OF SPOKANE ) ss: SIGNED , AND D � SWORN TO/AFFIRMED BEFORE ME ON THIS a� DAY OF 60- 74)h&e, ,1992, BY � Fek9 e alev NOTARY SEAL uAlt AedttA Notary Public in and ^ for / the Stale of Washington Residing at: My appointment expires: a e7 / • i / Z noi9�'zaqi IJ?, e L ida /7/6"15 o�✓� tlA PART V (TO BE COMPLETED BY THE PLANNING DEPARTMENT) DATE SUBMITTED: DATE ACCEPTED: BY: TOTAL FEES: RECEIPT 11: S Page 4 of SUBDIVISION APPLICATION PART III SURVEYOR VERIFICATION I, THE UNDERSIGNED, A LICENSED LAND SURVEYOR, IIAVE COMPLETED THE INFORMATION I REQUESTED. THE LEGAL DESCRIPTION AND PRELIMINARY PLAT HAVE BEEN PREPARED BY MEIOR CINDER MY SUPERVISION IN ACCORDANCE WITH THE REQUIREMENTS OF THE SPOKANE COUNTY ZONING /SUBDIVISIONS GULATIONS AND THE LAWS OF THE STATE OF WASHINGTON. SIGNED: ADDRESS: 0.0 •'9 PART IV (SIGNATURE OF PROPERTY OWNERS OR LETTER OF AUTHORIZATION) 1, 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 TIME AREA PROPOSED FOR THE PREVIOUSLY IDENTIFIED LAND USE ACTION, OR, IF NOT THE OWNER, ATTACHED HEREWITH IS WRITTEN PERMISSION FROM THE OWNER AUTHORIZING MY ACTIONS ON HIS/HER BEHALF. NOTARY SEAL SIGNED: ADDRESS: X'7. /a' SIGNATURE OF APPLICANT OR REPRESENTATIVE STATE OF WASHINGTON COUNTY OF SPOKANE ) s SIGNED - AND SWORN TO /AFFIRMED BEFORE ME ON THIS elo h ER_- . , 1992, BY Desex 0,70? DAY OF b PART V (TO BE COMPLETED BY THE PLANNING DEPARTMENT) DATE SUBMITTED: DATE ACCEPTED: BY: TOTAL FEES: RECEIPT a _ci DATE: O PHONE: ZIP: DATE: PHONE: ZIP: ! 4X.T./Fey Notar Pubhc in and for the State of Washington Residing at: p�� c My appointment expires: _..70(2 / . -5"/ • 5 Page %‘/ of 4- /W- a /9Z 912 -s»i ?#2 7 -76 DATE rr7Df Snool: Lo CA055 PE- 1683 -92 cr W 1 1 I W ,p W • Z O v c Y . T Q . Q P J WELLESLEY AVE. (3nwIE Rq) i a 139 F KO w 124 125 126 127 1213 129 130 131 132 ' 133 mi l 1 136 137 133 E L- 26) C I re r< Su --Ma ,. ev .ate• n N E F/OY 7 cuea 110 � ..• :Tn. r • LO LON0 FE Ai r U W 4J 7 ' Pork `�i 1' >; w 1 > • v w 1 0 0 Cr EUCLID Q a cc 0 J Q Z 0 O IN SAN 5014 AVE 0' 3 IORT o ) • to 51 AV E. EL. 2041 ev rz enc. fib M) to N I C v Cr t < w O Y to o.1. Ci. C o 2 u. rprpnn a F 0.KWEI, � S BEN EVA 15T ADDITION , -' PLAT 13/401 RICH AVE i EVA 2ND ADDITION PLAT 13/56 UST TE a DE 161644 MET T,x EAST 1031 rm v wv Or 3 LAT 12/55 h` FIRE HYDRANT � _ 4L60 p' V (V V ,r LEGAL DESCRIPTION THAT PORTION OF THE EAST 1038 FEET OF THE SOUTH ONE 710R0 Of GOVERNMENT LOT 3, SECDON 3, i 25 N. R 44 E WM. LYING EASTERLY OF TIE HEST 644 FEET A117 NORTH OF THE SOUTH 30 FEET; D(C PT THAT PORTION DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WEST UNE-OF MCDO ALD ROAD INU01 IS .7.00 FEET SOUTH THE NORTH UNE OF SAID SOUTH ONE -THIRD OF GOVERNMOD LOT 3. THENCE NORTHERLY, ALONG SAID WEST UNE, 7.00 FEET; THENCE NESTERIY ALONG SAID NORTH UNE, TO A POINT 1 IS 394.00 FEET WESTERLY. MEASURED AT RIGID ANGLES, FROM THE EAST UNE OF SAID GOVERMENT LOT k THENCE SOUTHERLY TO TIE POINT OF BEGINNING; 0 J z SKATE IN SPOKANE COUNTY, STATE OF WASHINGTON. 589 394 q 14 — i o 588'07'36 "E 369.26'I c) 120.7] Yl Flo R - - g - r Q !I5 VI �. N a • 25' • AND EXCEPT MCDONALD ROAD; LOT 4 J ° ARE/HE/4965F _ • J — p A / n'o5'er ,rr4s3o• LOT • r It 9,0 alia' s —LOT-2 4 rn 4 <° , O p ' � IAREA•A70005F 1 • 0 z I I § Y� ---21 4 �w Q _ _ F c r F' cc , LOT I: 5 _ I AREA•I00005FI LOT 5 \ • ) REA•102L75F � cam. ' DELTA. \44'7513' 'Nett )*� PR 7 ° EDGE OU \ \ ASPHALT / • 4 AND NEW A av :' CURBING 519 '1 4 o p . I I 1 rs • e I0l72' 1— O J N OL LIOT 6 A•100005P r n • I p I t'g - 25 f_1 2sj I '' , LOT 7 `f V L Au e 47.921L6-c iN89'O600 "W 34 8 00 • O -tor Mrt sr Sr >c v row ro a I A A5 %Im I _ �-- 5' FUNRE L ACI%119TO LOT II I ', •. • POWER POLE , I AREA•U9245F i TELEPHONE BOX i a S FIRE HYDRANT I d I l _ —_ -_.. - - _.. _- I l o SANITARY SEWER F4VJ p' L � . . a ;o LATCH BASIN UMFiOLE ^ _ — '1666.- Q III S d WATER VALVE - I -- 4 _ __ WILDING 5ETDACK LINE b LOT Im1.1 �- , —.. _ — AREA•b716 - -ral 3.7 N _ _ UTILITY RIGHT -OF -WAY LINE S . N . _ m _ - - CONTOUR LINE 1 ‘t hill .6i "� ° `•CPT A • / � x •\ \ ARL�T]� � 4��1 \ U \ 7 1.\ \* II � 5 4' L'" 1 1 1 _ P &2 p a 3 PROPOSED EDGE OF \ ASPHALT AND CURB UNE 0 A FIRE HYDRANT 0 5 DEDICATION ... . —R-- FOR ROAD PURPOSES 4 � PROPOSED EDGE Cf ASPHALT AND CURB UNE etc v ADWU 25' PRELIMINARY LONG PLAT OF THE HARR15 SUBDIVIS LOCATED IN A PORTION OF GOVERNMENT LOT 3, SECTION 3, TOWNSHIP 25 NORTH, RANGE 44 EAST, WILLAMETTE MERIDIAN, SPOKANE COUNTY, WASHINGTON FOR MICHAEL HARRIS WA WAD L5 DICER Tel L EGE1N D LIRE HYDRANT .._ _ _ ___ V AREA 3.3 ACRES NUMBER OF LOTS - 11 ZONING - URBAN RESIDENTIAL - 3.5 SPONSOR - MICHAEL HARRIS EAST 12918 22N0 STREET SPOKANE, WA 99216 (509) 926 -2508 SURVEYOR'S CERTIFICATE 11115 w• IOALRr WFOI•) A x[•Y Woe Dr IC Or MOO. 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S''‘ 1: ? \ '':‘ • t • ' e,E3 . 0. 2-S ?, C.,; • I . r1 ' I • INVIRCHMIENT SPOKANE ENVIRONMENTAL ORDINANCE SECTION 11.10.230 [1] 4' n 9 .:% ti• ;r %'•1 +41 t ,4 (VAC 197 -11 -960) Section 11.10.230(1) Purpose of Checklist: The State Environmental Polley Act (SEPA) chapter 43.210 RCV, requires all governmental agencies to consider the environmental impacts of proposal before making decisions. An Environmental Impact Statement (EIS) must be prepared for all proposals with probable significant adverse imp cts on the quality of the environment. The purpose of this checklist is to provide information to help You and the agency identify impacts from 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 is 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. van mast 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 now may avoid unnecessary delays later. So= 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 will 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 Information 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, complete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS(Part D1. For nonproject actions, the references In the checklist to the words 'project,' 'applicant,' and 'property or site' should be read as 'proposal,' 'proposer,' and 'affected geographic area,' respectively. A. BACKGROUND 1. 'lame of proposed project, If applicable: SPOKANE ENVIRONMENTAL ORDINANCE Environmental Checklist ft 15S t7iV 5( oti File No. 2. Name of Applicant: I \ LR I)s k CZ- CR— \S /, ) .• j 3. Address and phone number of applicant or contact person: E l Z 11 1' 7 L�� J o'er s ^'1— LA: I� 4. Date checklist prepared: N 0 e... e>'A Ltl z t - i 1 6. 1 Z — 5. Agency requestim checklist: 1 L n N N 11V qq / V p � 17— ;� 6. Proposed timing or schedule (including phasing, If applicable): l la I Iv D L V (7:7 I ,■ ? iv\ b 11i 1 ' rt ? 12_4;‘) 6:— v.l E ry i S L 1'3 IN t_ t( 19 `i - i ( A 3 ot, T M I? tC_ li ' 7. a. Do you Ave any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain._ � , b. Do you own or have options on land nearby or adjacent to this proposal? If yes, explain. AU U 8. List any environmental Information you know about that has been prepared, or will be prepared, directly related to this proposal. Ax o rt) Rev.2 /1 /88 1 mA (VAC 197 -11 Section 11.10.230(1) SPOKANE ENVISONKENTAL ORDINANCE BACKGROUND (continued) Da you know whether applicatloma are pending for governmental approvals of ocher proposals directly affecting proposal' If yes, explain. • VES Slat]1 vl , DnI PL- - 7 - ? P Rev 9t� 10. LIrt any government •pprovala or permits that will be needed for your proposal, If know. tl. Give a brief, complete description of your proposal, including the proposed was and the size of the project and site. There are several questions 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• - PKJ\ ;CT `( (_� a Dfv N0cc Irt L.}eST C',z rZ (DE R.( (..A lkiv� M�.4�cNA / i ll AN bYi 5 - n)(., N c pi . 1+ T 'S - 16 d E t i t )V I Lo - A - 5 , TN 0 IA U ) w Cy - jKE cv1'5 J 5 INGLE ri9MIL-■ t!°41t5 1 ' L tar 371.ti L7 DIN) - ilk .vtpj 6 ID LOTS ! 1: location of the proposal. Give •fflcienc Information for • person to understand the precise location of your proposed project, including a street address, if any, and section, camehlp and range, if known. If • proposal vould occur over a •nge of a provide the range or boundaries of the site(s). Provide • legal description, site plan, vicinity map, and topographic map, if reasonably available. 'While you should submit any plane required by the agency, you are not required to duplicate map: or detailed plena aubattxed with any permit application related to this checklist. 1 �1 '\ �k N 0� ( -I ( S T cm R Ai s- /� L I- ■ y t (.- A V t� M L y O IL L U VR P T JI/6L 5 N 'i LI u MC 703J 1 , 1 4 I). Does the proposed action Ile 'within the Aquifer Sensitive Area (ASA)' The General Sever Service Area' The Priority Sever Service Area' The City of Spokane' (See: Spokane County's ASA Overlay Zone Atlas for boundaries). If 6 ?cc PG2T'{ 5 ta r.) "Ilk c7.-- A5 SS A- 15S P TO he coCwz'-co ny APPLICANT v/v<IA ' B. ENVIROPPEN'.AL EISPIDEfS I. EAP'O a. General description of the site (circle one): flat, rolling, hilly, steep slopes, mountainous, ocher: 1ROLL'NG 'Mat is the steepest slope on the site (approxlmate percent elope)' D /c chat general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the clasalfleatlon of agr "l icultur•l soils, specify them and note any prim farmland. IQUt Ksvpl.:(\ Are there surface iodic: clone or history of mutable sails In the tmediste iclnl' :y! If so, describe. l,\ji Kr1)0L- N the property covered by your I IU o T 14.1\3 o t IN3 ' Evaluation For Agency Use Only (WAC 197 -11 -960) Section 11.10.230(1) R. ENVIRONMENTAL ELEMENTS(contlnuedl e. Describe the purpose,.type, and approximate quantities of any filling or grading proposed. Indicate source of fill. IN 0 o IN r T'N 1 1 Pm r. , U I L L + LE 1 4 g• SPOKANE ENVIRONMENTAL ORDINANCE f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. n� U About what percent of the site will be covered with Impervious surfaces after project construc- tion (for example, asphalt or buildings)? L E S S 'T 1-I 1 N 10 go h. Proposed measures to reduce or control erosion, or other Impacts to the earth, if any: �J ei q iN S I'M E. 2. AIR a. What type of emissions to the air would result from the proposal (i.e., dust, automobile, odors industrial, wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantites if known. AtAlL`1"lo 5 Si o 1c205"L f♦ oW,v6Qs b. Are there any off -site sources of emissions or odor that may affect your proposal? ,If so, generally describe. c. Proposed measures to reduce or control emissions or other Impacts to air, if any: No s 3 4ATER a. Surface: (1) is there any surface water body on or in the immediate vicinity of the site Including year - round and seasonal streams, saltwater, lakes. ponds, wetlands)' If yes, describe type and provide names. If appropriate, state what stream or river It flows into. N C INi 6 (2) Will the project require any wort over, In, or adjacent to (within 2C0 feet) the described waters' If yes, please describe and attach available plans. n J Evaluation For Agency Use Only (MAC 199- 11-960) Section 11.10.330(1) ENVIRONMENTAL ELEMENTS (continued) (3) Estimate the amount of fill and dredge materiel that would be placed in or ved from the surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material: N '- (4) Will the proposal require surface water withdrawals or diversions! Give a general descrip- tion, purpose, and approximate quantities, if known. (5) Does the proposal lie within a 100 -year flood plain' If so, note location on the site plan. (5) Does the proposal involve any discharges of waste materials to surface waters! If so, describe the type of waste and anticipated volume of discharge. N , Ground. (1) Will groundwater be withdrawn, or will water be discharged to groundwater' Give general description, purpose, and approximate quantities, if known. N ` 7 SPOKANE ENVIROt IrTAl. ORDINANCE (2) Describe waste material that will be discharged into the ground from septic tanks or other sanitary ware treatment facility. Describe the general sire of the system, the comber of houses to be served (if applicable) or the comber of persona the system(s) are expected to (t 1J N ,p.- sS O N S - E. - C_ (1) Describe any systems, other than those designed for the disposal of saniury waste. Installed for the purpose of discharging fluids below the ground surface (includes systems such as those for the disposal of stow water or drainage from floor drains). Describe the type of the • unt of material to be disposed of through the system and the types of materials lately to be disposed of (including materials which may enter the system inadvertently through spills or as a result or firefighting activf ties). Jv cm ow (<) Will any chemicals (especially organic solvents or petroleum fuels) be stored in above- ground o r underground storage tanks' If so, what types and quantities of materials will ba stored' N1 Evaluation For Agency use only (WAC 19)-11 - 960) Section 11.10.210(1) ENVIRONMENTAL ELNIUN.5 (continued) (5) What protective measures will be taken to insure that leaks or epllle of any chemicals stored or used on site vill not be allowed to percolate to groundwater (thin includes measures to keep chemicals out of disposal systems described In 36(2) and 1b(1)? iv. a . 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 this ,enter flow' Will chi. water flow into other waters? If so, describe. A f)2g }Ltv SY 5 7 "C"1 IrfLL $i ? -R_ T 1 SYR (2) Will any chemicals be stored, handled or used on the site In a location where a spill or leak will drain to surface or groundwater or to a storm water disposal systems discharging to surface or groundwater? Tv Grz (1) Could waste materials enter ground or surface waters? If so, generally describe. N o d. Proposed measures to reduce a ontrol surface, ground, and runoff water Impact., If any (if t the proposed action lies within the Aquifer Sensitive Aru be mpeclally clear on explanations r relating to facilities concerning Sections 1b(4), 16(5), and 3c(2) of this checklist): 0f pr_A Jptr , f3 Sv PLAIIIS a Check or circle type of vegetation found on the site: deciduous tree: alder, maple, aspen, ocher. 4_ evergreen tree: fir, cedar, pine, other. shrubs. ±t grass. Pasture. crop or grain. vet sell plants, cattail, buttercup, bullaueh, skunk cabbage, other water plants: wcer Silly, eelgraea, mllfoil, other. other types of vegetation. ./ What kind and amount of vegetation will be removed or altered? 112 S / Lt (Z L c. List threatened or endangered species known to be on or near the site. A)(1, (vim SPOKANE DTVIROIDSTAL ORDINANCE d. Proposed landscaping, USe or native plants, or ocher measures to preserve or enhance vegetation on the site, if any' IVo 5 Evaluation For Agency Use Only (MAC 197 -11 -960) Section 11.10.230(1) B. ENVIRONMENTAL ELEMENTS (continued) 5. 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, eagle, songbirds, other: Ani- Al G 11 e mammals: deer, bear, elk, beaver, other: 44,9 + 4 " In xi 1,- r' fish: bass, salmon, trout, herring, shellfish, other: +"r n u •ter other: fx.?m b. List any threatened or endangered species known to be on or near the site. N c. Is the site part of a migration route? If so, explain. !U a d. Proposed neasures to preserve or enhance wildlife, If any: NL NL 5. ENERGY AND 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 ft will be used for heating, manufac- turing, etc. ELCc rz I c K tt h. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. AIL c. What Minds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: /1)p 1v t 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. SPOKANE ENVIRONMENTAL ORDINANCE (1) Describe special emergency services that might be required. N o 6 Evaluation For Agency Use Only (VAC 19] -11 -960) Section 11.10.230(1) ENVIRONMENTAL ELEMENTS (continued) (3) Proposed measure co reduce or control noise impacts, if any. NcNc= b. Has the site been used for agriculture' If • , describe. NPp 3EtrJ LL) EtI_ iD kZFi, St e. that is the current zoning cleaslficatlon of the sltel what is the current comprehensive plan designation of the site? I� p T .K N pl..w N SPOKANE ENVIRONMENTAL ORDINANCE EIIVIRONMEITTAL HEALTH (continued) (2) Proposed measures to reduce or control s: ronmental Aealt.. hazards, if any: MOVE b. Noise: (1) What types of noise exist In the area which may affect your project (for example: traffic, equipment, operation, other' N ✓ IN/ L' (2) Whit types and levels of noise would be created by or ssociated with the project on short -term or • long -term basis (for example: traffic, cmutrucrion, operation, other)' Indicate what hours noise would come from the site. SH LW RT - TG2 (vST12L- ei — DA t ( 7111 A. LAND ANTI SHORELINE USE REST a. What is the current use of' she site and adjacent properties' D $ N 1 i rA L- i. Approximately how ny people would reside or work In the completed project? 1 Lie YE S TIC E i- /4 ri c A L L° , e. Describe any structures on the sire. A n 0 01 t G b s N !� n 3 in cc gV • d. Will any structures be demolished if • , which: T r' G C /4 rL H V [ /t N t) ?) A N . L4' K 3 e 5 If applicable, whet is the current shoreline master program designation of the sire' /U !1 . Evaluation For Agency Use Only h. Has any part of the site been elasslli ed as am environmentally aansltive area. If so, specify. N D T p< V w 1 7 (WAG 197 -11 -960) Section 11.10.230(1) R. ENVIRONMENTAL ELEMENTS (continued) Proposed measures to reduce or control housing impacts, if any: N O N SPOKANE ENVIRONMENTAL ORDINANCE Approximately how many people would the completed project displace? t. Proposed measures to avoid or reduce displacement impacts, if any: - . Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: S(A (IU(51 ev l5 C2 tr+ 1z � re D - T '( 'E 4 5 E x. S o E S • HOUSING e. Approximately how many units would he provided, if any? Indlute whether high -, middle-, or lea -income housing. I d N t. w r! v '''l E S '" M (o O d_ L' —' rAl C.-a Al E Approximately how many unite, if any, would be eliminated? Indicate whether high -, middle-, or low - income housing. /0 A.) L 10. AESTHETICS - a. Whet is the tallest height of any proposed structure(s), not including entermas? Whet Is the principal exterior building marertal(s) proposed? 2 sTO R b. What views In the immediate vicinity would be altered or- obstructed7 tk, G c. Proposed measures to reduce or control aesthetic impacts, if any: A o N G- 11. LIGHT AND GLARE s. What type of light or glare will the proposal produce? 'Out time of day would it mainly occur. 1JO(\f b. Could light or glare from the finished project be • safety hazard or Interfere with views' _ th.) V c. What existing off -site source. of light or glare may affect your proposal' 'V c (J c . d. Proposed measures to reduce ocontrol light and glare impacts, if any' NJ 0 Ni valuation For Agency Use Only (WAG 199 -11 -960) Section 11.10.270(1) g. ENVIROSDRNIAL EI.PI0E TS (continued) (Yo all 0 c. Proposed oeoures to reduce or control impacts, if any: Ai, A. SPOKANE ENVIROh'ISENTAL ORDINANCE 12. RECREATIOU a. What designated and informal recreational opportunities are In the immediate vicinity? PLAN - r s c — Ae i pe,_ b. Would the proposed project displace any existing recreational uses If so, describe. to c. Proposed s measures to reduce or control impacts on recreation, including recreational opportuni ties to be provided by the project or applicant, if any' Nn 11. HISTORIC AND CULTURAL PRESERVATION s. Are there any places or objects listed o n or proposed for national, state r local preserva- tion registers known co be on or next to the site? If • , generally describe. b. Generally describe any landmarks or evidence of historic archaeological, scientific or cultural importance known to be on or next to the site. NCn/lu 16. TRANSPORTATION a. Identify public streets and highways nerving the site and describe proposed access to the existing street system. Show -on site plena, if any. tl• J 0 _01v \V E 9 \ \ L. rk A`yv OT L:i (N i S L 2 0 (it' fl C_ SD o lv e L 7 ft . 2 ._. b. la site currently served by public transit? If not, what is the approximate distance to the nearest transit stop' n)o c. Nov many parking spaces would the completed project have? How many would the project eliminate' iV J NE d. Will p oprrr= require any new roads or streets, or improvements to enlacing roads or streets not including driveways? If • , generally describe (lodtcete whether public or private). (C) � ,- W C,k L - - S A C, (ZC ri 0 e. Will the project use (or occur In the immediate vlcinlry of) water, rail, or air transportation? If • , generally describe. 9 Evaluation For Agency use Ot1y • (vtC 197 -11 -960) Section 11.10.210(1) B: ENVIRONHENTAL amaiTS (continued) Bow many vehicular tripe per day would be generated by the completed project? If known, Indicate when peek would occur. ta) T J C f'4 I- V No LA.e N ti 0 W M ✓l /V SPOKANE ENVIROMOEN AL ORDINANCE 1 O (= (j2 >S g. Proposed measures to reduce or control treneportatlon impacts, If any: NcN if +I - pie , SEN ly 2 •'!TlS" D • 15. PUBLIC SERVICES a. Would the project result In an increased need for public services (for example, fire protection, police protection, health care, schools, other)! If • , generally describe. N I.f! I;LT , (wUpt nA3 -e-(1 7c F( ttac. CpAAF b. Proposed measures to reduce or control direct impacts on public services, if any: N c tv ( 16. ICILI`IES _ a. Circle utilities cUrrently available et the sire: elatrliity, natural gee, water, refuse service, telephone,, sanitary sewer, septic system, other. G � E C 7 R C h r y 1 ) V 14-7 (A. ft t. G7 1 S t,, .a T C: P FI D rkz H Pr-W:\.V r . �D ,fnx'"�r CA i/J�.v-�� � Describe the utilities that are proposed for the broject, the utility providing the . rvice and the general construction activities on the site or in the immediate vicinity which might be needed. C. SIGNATURE I, the undersigned, swear under the penalty of perjury that the above responses are made truthfully and c rim Bert of my knowledge. I also r understand chat, should there be any willful misrepresentation o willful lack of full disclosure on my part, the agency ay m withdraw Any determination of noruignificance that it might issue in rell.nceupon this checklist. MI l hI GI, L., /1.i'r /y im (Please Print or Type) Proponent: //WCI-Al < l Address: I z'4 / (Signature) ` Phone: C l '7_ - Z5c)E. Person completing form: SCt ••��- Phone: Date FOR STAFF USE ONLY I1 /Z.I /c2 5 C -• Staff member(s) reviewing checklist: Proponent S E P St' N G + -I Based on this staff review of the environme checklist and ocher pertinent information, tlm staff: I Z Z Date: fl _(zs.5 LJet Concludes chat there are no probable significant adverse impacts and recommends a determination of nomtgnificance Evaluation For Agency Use Only 1 cini,2 -1 Conclude. char probable significant adverse environmental impacts do exist for the current proposal and recommends a mitigated deter- mination of aonsigolfleaoce with conditions. Concludes chat there are probable significant adverse environmental impacts and recommends a determination of eigniflcsnce. FILING PEE - 575.00 10 , 4411 tlid4r II 1, II v y' SPOJArIE COUNTY COURT HOUSE TO: FROM: Paul F. Jensen, Senior Planner DATE: October 28, 1992 RE: PLANNING DEPARTMENT BROADWAY CENTRE BUILDING N. 721.JEEFFERSON STREET PHONE 4 56 - 2205 SPOKANE, WASHINGTON 99260 MEMORANDUM Pat Harper, Spokane County Division of Engineering Bill Wedlake, Spokane County Utilities Department Steve Holderby, Spokane County Health District Tom Davis, Spokane County Division of Buildings Wyn Birkenthal, Spokane County Parks & Recreation Department Ted Trepanier, Department of Transportation Boundary Review Board East Valley School District No. 361 Trentwood Irrigation District Fire District No. 1 Preliminary Plat of Harris Subdivision with existing Urban Residential -3.5 (UR -3.5) zone; Applicant: Michael Harris APPLICATION ACCEPTANCE AND DESIGN REVIEW MEETING NOVEMBER 18. 1992 AT 3:00 COUNTY PLANNING HEARING ROOM 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 Bill Moser 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 Bill Moser of the Planning Department at 456 -2205. c: Michael E. Harris, E. 12918 22nd, Spokane, WA. 99216 Sam Marks, W. 1801 Broadway #110, Spokane, WA. 99201 Attachments: Application Acceptance and Design Review Form, Application Form, Site Plan PLANNING DEPARTMENT B . LEGAL INFORMATION: PRELIMINARY SUBDIVISION APPLICATION PART I A. GENERAL INFORMATION: NAME OF APPLICANT/REPRESENTATIVE: M. GN Ia E L E N R 2 Rt S MAILING ADDRESS: r 1 2_1 I e L 2 t, o CITY: 'c K H v E STATE: U S A ZIP: Ct `t Z t PHONE: C iZ(, - 2 -Co € (work) ` "t'ZG LS fi (home) IF APPLICANT IS NOT OWNER, INCLUDE WRITTEN OWNER AUTHORIZATION FOR APPLICANT TO SERVE AS REPRESENTATIVE. LEGAL OWNER'S NAME: PHONE: MAILING ADDRESS: CITY: STATE: ZIP: • PROJECT/PROPOSAL SITE AREA (acres or sq. ft) 3. :3 q 5 ADJACENT AREA OWNED OR CONTROLLED (acres or sq. ft.) 1J e to 6 ASSESSOR PARCEL #S OF PROJECT/PROPOSAL 5 b 3 Z 1 o 5 I ASSESSOR PARCEL #'S OF ADJACENT AREA OWNED OR CONTROLLED nr STREET ADDRESS OF PROPOSAL Iv 4 0'7 M c E o N1 n L ? r) EXISTING ZONE CLASSIFICATION(S) (DATE ESTABLISHED) C. 3. rj EXISTING USE OF PROPERTY Rc-5I o 6 WI t n COMPREHENSIVE PLAN CATEGORY SCHOOL DIS IRICT EAST 'J A - LIE FIRE DISTRICT cr=r 1 WATER PURVEYOR I rt'n � w oc, A Z t r_ I PROPOSED USE OF PROPERTY: Single family dwellings (/) Duplexes ( ) Mulufamily dwellings ( ) Manufactured homes ( ) Business ( ) Industrial ( ) Mixed Use ( ) Other ( ) - Describe: LIST PREVIOUS PLANNING DEPARTMENT ACTIONS INVOLVING THIS PROPERTY: fu E j LOCATION OF PROPOSAL: SECTION -3 TOWNSHIP 2 S N o MI-I RANGE II y E w s T NAME OF PUBLIC ROAD(S) PROVIDING ACCESS: M `)p„ At-c -et • c 4 Au � I WIDTH OF PROPERTY FRONTING ON PUBLIC ROAD: 3 �i L i U N M `De rt.) q R p DOES THE PROPOSAL HAVE ACCESS TO AN ARTERIAL OR PLANNED ARTERIAL ( ) YES (� ) NO NAME(S) OF ARTERIAL ROADS H t , o N .a L P ' S •'I C u L L F c.rto tZ j LEGAL DESCRIPTION OF PROPERTY (Attach legal description stamped by Land Surveyor). INCLUDE LEGAL DESCRIPTION FOR ENTIRE AREA TO BE SUBDIVIDED ON PRELIMINARY SUBDIVISION MAP. SUBDIVISION APPLICATION IF YOU DO NOT HOLD TITLE TO PROPERTY, WHAT IS YOUR INTEREST IN IT? WHAT ARE THE CHANGED CONDITIONS OF THE AREA WHICH YOU FEEL MAKE THIS • PROPOSAL WARRANTED? WHAT IMPACT WILL THE PROPOSED SUBDIVISION HAVE ON THE ADJACENT PROPERTIES? L_ \n1 i 11 ■ � 4 rc„ s t - (3 r C r 6 / ALA_ ' WHAT FACTORS SUPPORT THE SUBDIVISION? I { WHAT MEASURES DO YOU PROPOSE TO MITIGATE YOUR PROPOSAL'S IMPACT ON SURROUNDING LAND USE? C. PRELIMINARY SUBDIVISION GENERAI, INFORMATION! NUMBER OF LOTS: I 1 GROSS AREA: TYPICAL LOT SIZE la. 0 0 r) PROPOSED NET DENSITY *: SMALLEST LOT SIZE: 01 c MINIMUM FRONTAGE: PROPOSED SOURCE OF WATER: Individual wells ( ) Public system M Private Community System ( ) Other ( ) - Describe: PROPOSED MEANS OF SEWAGE DISPOSAL: Public sewer ( ) Community system Double Plumbing ( ) Dry Sewer ( ) Describe: UTILITY COMPANIES AND /OR DISTRICTS TO PROVIDE SERVICE TO THIS PROPOSAL: Electricity: Gas: w � 1v ( ) Septic tank and drainfield ( ) Other ( ) Sewer: Waler: 1rc , w o 0o i Z2 Phone: Lti5 W E S T 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? Yes ( ) No (j) IF YES, EXPLAIN: D. PRELIMINARY SUBDIVISION IMPROVEMENT INFORMATION: LEVEL OF STREET IMPROVEMENTS PROPOSED: Private roads ( ) Public roads ()('). Arterial roads ( Tract X roads ( ) DESCRIBE ANY COMBINATION OF ABOVE: -5 I Page 2 of X ESTIMATED TIME PERIOD EXPECTED FOR COMPLETE DEVELOPMENT OF THE SUBDIVISION: 1 7_ rn..., 1 - L. s IS PHASING OF THE FINALIZATION OF THE SUBDIVISION PROPOSED? Yes ( ) No IF YES, SHOW PHASING ON THE PRELIMINARY SUBDIVISION MAP. IS DEDICATION OF LAND FOR PUBLIC USE CONTEMPLA I ED (Parks, schools, etc.)? Yes () No SQ IF YES, DESCRIBE: * NET DENSITY IS UNITS OR LOTS PER ACRE MINUS PRIVATE AND /OR PUBLIC ROAD AREA. SUBDIVISION APPLICATION PART II THIS SECTION OF THE APPLICATION WILL PROVIDE THE PLANNING DEPARTMENT STAFF WITH WRI11EN VERIFICATION THAT THE APPLICANT HAS HAD PRELIMINARY CONSULTATION WITH 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. ft/ B. ADEQUATE ARRANGEMENTS (HAVE) (HAVE NOT) BEEN MADE TO MEET OUR NEEDS IN PROVIDING FOR AN ADEQUATE WA 1 ER SYSTEM AND FACILITIES FOR FIRE PROTECTION PURPOSES. C. RECOMMENDED FIRE FLOW: h .4 --7; OR UNABLE TO CALCULATE NOW BECAUSE USE IS NOT DEFINITIVE; AND WILL BE DETERMINED AT BUILDING PERMIT APPLICATION TIME. D. REQUIREMENTS INCLUDE: Mfi4 - air /fS (5 FIRE DISTRICT A. COMMafl /A,.r, /"Y.A /( SIGNATURE/I'ITLE HEALTH DISTRICT A PRELIMINARY DISCUSSION HAS TAKEN PLACE _ • e SUBMITTAL OF THIS PROPOSAL (HAVE AVE NOT) SEWER PURVEYOR SIGNATURE/TITLE E/FITLE Page 3 of `3 - RAL REQUIREMENTS FOR BEEN SATISFIED. /P TLE DkFE WATER PURVEYOR A SATISFACTORY ARRANGEMENTS FOR DOMESTIC WATER AND FIRE FLOW REQUIREMENTS (HAVE I T) BEEN MADE. B. REQUIREMENTS /COMMENT A74 /446 / -Nil /]/S- A A. )!( 4 109 7 ,.( � /2> �'f //4. y I g , / / rrf7,,n '/ p / I � �ir.�aV /, .;-!" 9 WA I ER DISTRICT / ‘ S NA'j ORE/TITLE DATE COUN'T'Y ENGINEER A PRELIMINARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQUIREMENTS FOR ROADS AND DRAINAGE HAVE BEEN DISCUSSED WITH THE APPLICANT. A. COMMENTS: q // C SIGNATURE' E DATE 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 A. COMMENTS: /7L, A , S Adek" -c ir /0 - (S - %z„ DATE SIGNAT A PRELIMINARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQUIREMENTS FOR THE PROVISION OF PUBLIC SEWER ARE U DERSTOOD BY THE APPLICANT. A. COMMENTS: i / 4 / /7c4 is -/5 DATE SUBDIVISION APPLICATION PART III SURVEYOR VERIFICATION I, THE UNDERSIGNED, A LICENSED LAND SURVEYOR, HAVE COMPLETED THE INFORMATION REQUESTED. THE LEGAL DESCRIPTION AND PRELIMINARY PLAT HAVE BEEN PREPARED BY ME OR UNDER MY SUPERVISION IN ACCORDANCE WITH THE REQUIREMENTS OF THE SPOKANE COUNTY ZONING /SUBDIVISIONLATIONS AND THE LAWS OF THE STATE OF WASHINGTON. SIGNED: ADDRESS: PART IV (SIGNATURE OF PROPERTY OWNERS OR LETTER 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 WRIT1EN PERMISSION FROM TIIE OWNER AUTHORIZING MY ACTIONS ON HIS /HER BEHALF. SIGNED: — ,( &,?A__c ADDRESS: fin' i DATE: /W-2. Z �9� /j22- G , NI elks = r r/ �L PHONE: 9' -f -s ?3 ZIP: 11 2 - /G SIGNATURE OF APPLICANT OR REPRESENTATIVE STATE OF WASHINGTON COUNTY OF SPOKANE NOTARY SEAL b SIGNED AND SWORN TO /AFFIRMED BEFORE ME ON THIS aka DAY OF ez A E/e_ , 1992, BY .//Ef�i1°/9 JS DATE SUBMITTED: DATE ACCEPTED: TOTAL FEES: ) s s: BY: RECEIPT 11: DATE: 0 PHONE: ZIP: Notary Public in and for the State of Washington Residing at: cz ,,09,f'Cent�„ My appointment expires: [ (, .5 9 PART V (TO BE COMPLETED BY THE PLANNING DEPARTMENT) DATE C 5 Page 9 of 4- SUBDIVISION APPLICATION STATE OF WASHINGTON ) ) ss: COUNTY OF SPOKANE DATE SUBMI11hD: DATE ACCEPTED: TOTAL FEES: (T-3 r L z-.) — 5 P. k PART III SURVEYOR VERIFICATION I, THE UNDERSIGNED, A LICENSED LAND SURVEYOR, HAVE COMPLETED THE INFORMATION REQUESTED. THE LEGAL DESCRIPTION AND PRELIMINARY PLAT HAVE BEEN PREPARED BY ME OR UNDER MY SUPERVISION IN ACCORDANCE WITH THE REQUIREMENTS OF THE SPOKANE COUNTY ZONING /SUBDIVISION GGILATIONS AND THE LAWS OF THE STATE OF WASHINGTON. SIGNED: 'o. 9 DATE: /0/2! ADDRESS: iI ,i ! /i _ • # in PHONE: , 3n -•A,/,59 0 We? 9920/ ZIP: ,97401 PART IV (SIGNATURE OF PROPERTY OWNERS OR LETTER 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 1 hN PERMISSION FROM THE OWNER AUTHORIZING MY ACTIONS ON HIS/HER BEHALF. /c 1 DATE: /z / ADDRESS: /�ti �� C ' rc 1 PHONE: 77... G - 2. S SIGNATURE OF APPLICANT OR REPRESENTATIVE DATE SIGNED AND SWORN TO /AFFIRMED BEFORE ME ON THIS 4 / DAY OF / / P7 )h s' , 1992, BY JD EskA e awdev / NOTARY SEAL at& es de4, Notary Public in and for the State of Washington Residing at: 0 ,( Lt41. -�—. My appointment expires: / 99• / Der /0/0 /fro? r nof.96'ztCZ/ YJZe/4't/ E /�G Pees4 / ,,// // PART V (TO BE COMPLETED BY THE PLANNING DEPARTMENT) BY: RECEIPT 11: 5' Page 4 of ZIP: Qi i L i E, PLANNING DEPARTMENT PRELIMINARY SUBDIVISION APPLICATION Single family dwellings Manufactured homes ( ) Other ( ) - Describe: LEGAL INFORMATION: LOCATION OF PROPOSAL: PART I A. GENERAL INFORMATION: NAME OF APPLICANT/REPRESENTATIVE: M r CA-1 F E L E t R ,2 iZt MAILING ADDRESS: K 121 I 7 2 1 . 1 0 CITY: SPoK \1 E STATE: 1.J t- ZIP: art "L I C PHONE: a 2(, — 2S0 E (work) C.26 - zS o B (home) V Y Duplexes ( ) Business ( ) rultatiwler - z S, IF APPLICANT IS NOT OWNER, INCLUDE WRITTEN OWNER AUTHORIZATION FOR APPLICANT TO SERVE AS REPRESENTATIVE. LEGAL OWNER'S NAME: PHONE: MAILING ADDRESS: CITY: STATE: ZIP: PROJECT/PROPOSAL SITE AREA (acres or sq. ft) '3. 3 q q GQ ADJACENT AREA OWNED OR CONTROLLED (acres or sq. ft.) U o ru E ASSESSOR PARCEL #S OF PROJECT/PROPOSAL ASSESSOR PARCEL N'S OF ADJACENT AREA OWNED OR CONTROLLED nl R 5 STREET ADDRESS OF PROPOSAL 1t1 2- 0 1 M c I> o M r. t_ 7 i2 D EXISTING ZONE CLASSIFICATION(S) (DATE ESTABLISHED) U C- 3. 5 EXISTING USE OF PROPERTY R =5I O E uT t n L COMPREHENSIVE PLAN CATEGORY SCHOOL DISTRICT F R ST FIRE DISTRICT 1 PROPOSED USE OF PROPERTY: LIST PREVIOUS PLANNING DEPARTMENT ACTIONS INVOLVING THIS PROPERTY: NO , V E WATER PURVEYOR I go o0A S r- t•I Multifamily dwellings () Industrial ( ) Mixed Use ( ) v3 SECTION TOWNSHIP RANGE NAME OF PUBLIC ROAD(S) PROVIDING ACCESS: to Do.r 4t.d 121 12i crI P v b WIDTH OF PROPERTY FRONTING ON PUBLIC ROAD: DOES THE PROPOSAL HAVE ACCESS TO AN ARTERIAL OR PLANNED ARTERIAL ( ) YES () NO T NAME(S) OF ARTERIAL ROADS H A • 4 Cotc.Ec'tlsc LEGAL DESCRIPTION OF PROPERTY (Attach legal description stamped by Land Surveyor). INCLUDE LEGAL DESCRIPTION FOR ENTIRE AREA TO BE SUBDIVIDED ON PRELIMINARY SUBDIVISION MAP. SUBDIVISION APPLICATION Page 3 of 4 THIS SECTION OF THE APPLICATION WILL PROVIDE THE PLANNING DEPARTMENT STAFF WITH j 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 PROTECTION PURPOSES. 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: FIRE DISTRICT SIGNATURE/TITLE DATE A. SATISFACTORY ARRANGEMENTS FOR DOMESTIC WATER AND FIRE FLOW REQUIREMENTS (HAVE) (HAVE NOT) BEEN MADE. B. REQUIREMENTS /COMMENTS: WATER DISTRICT A PRELIMINARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQUIREMENTS FOR ROADS AND DRAINAGE HAVE BEEN DISCUSSED WITH THE APPLICANT. A. COMMENTS: D /1 COMMENTS: A. COMMENTS: PART II WATER PURVEYOR SIGNATURE/TITLE DATE COUNTY ENGINEER SIGNATURE 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 A. COMMENTS: SIGNATURE/TITLE DATE HEALTH DISTRICT A PRELIMINARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQUIREMENTS FOR SUBMITTAL OF THIS PROPOSAL (HAVE) (HAVE NOT) BEEN SATISFIED. SIGNATURE/ITLE DATE SEWER PURVEYOR 4 A PRELIMINARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQUIREMENTS FOR THE PROVISION OF PUBLIC SEWER ARE UNDERSTOOD BY THE APPLICANT. SIGNATURE/TITLE DATE /SUcT9 z� DATE r(1 1v ,;KF _�:f.!•t't ••.'.h.Y!!nrI .,x:LY.k7:N1INt P. I: d' ACCOUNVSA: ✓i.l TMrii,HO 1 E BGINNING 11 I.}^ }" 11 ,,(h-,�}S � 14 �� fr � BALANCE' lV.tr� rS�SI : il1'.�����1�hI� " ' , /� ���yy J f / l zWe'r,! p bcie,1 "„ 9!:: CMECKt0 -'67t+ 1{'i , DUE NC y) )1,7 II 4)) MO ERYO. 044 111 .(�'�S,( Tr.t DEC -16 -93 THU 9 :32 December 16, 1993 Mr. Seat Hoisington Wyatt -Yakim Engineers W. 1801 BrOadtvay Suite 110 Spokane, WA 99201 Re; Final Plat Mattis Subdivision Phase I Dear NI r. Hoisinglon. Enclosed is a return Copy of the above referenced plat. Please be advised that The Washington Water Power Company requests that in addition to those easements shown a ten (10) foot utility casement he granted along Rich Avenue as shown in red on the enclosed print Please add the following dedication language to this plat and all future plats Utility casemcn shown on the herein described plat are hereby dedicated to the serving utility companies for the construction, reconstruction, maintenance and operation of utilities. To ether with the right w inspect said imbues and to trim andlor remove brush and uecs which may interfere with the construction, marnlenance and operation of sane." If we can be of further assistance, please contact we at 482 -8536. Thank You. Smut-rely, Donald 1. Nlaliruil', .SRJWA Supervisor. Peal Estate Department enclosure WWP ENGINEERING Copy to: Spokane County Planning Department IMP FAX:NO, 509.482 4060 ) Washington Water Power G'E i6I3- r2 Post -It'" brand fax transmittal memo 7871 /9owia ■ I I T° C-Sa\\ t ro I rmm� T J 333 q It u ar I C �, D�(1 Igo. 1 L .� 'Dept. ' - . v�Ph0ne h' L 1 �a �,53&k IFax � �J � - a 3 � -1 i - whose interest in the project is known as: S P .O K A N OFFICE OF THE COUNTY ENGINEER Ronald C. Hormann, P.E., County Engineer AGREEMENT TO PAY FEES ENGINEER'S AGREEMENT NUMBER P / / o U This agreement between Spokane County and 0 V (,.e. owner, agent, etc.) • (PRINT NAME) : ; RETURN YELLOW COPY TO SFOICANE COUNTY ENGINEERS, A DIVISION OF THE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director P1; etc 1 E G (name or person is entered into this 2 b day of L- J- . 19 /_ This agreement is' applicable to the project ' - 14 1> ix; sI o ry N z/yoi r"'l ` OD RI el • (project aauress ur taenamc ae uie numoeq That the individuals and parties named herein as having an interest in the above described property or project agree to the following: 1. Reimburse Spokane County for project review and inspection fees as specified in Chapter 9.14 of the Spokane County Code. The fees will be based on actual salary costs incurred by Spokane County for project reviews and / or inspections plus a ten percent administrative charge, and will he 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. 2. The undersigned agrees that these fees are due and payable upon receipt of the billing as specified above. 3. 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 additioii»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 foi this project:riot paid within 65 days of the invoice date may result in legal action or the initation 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. 4. The monthly billing should be sent to the attention of: NAME: M iclwe_k NG rt S. ADDRESS: 0 N c/ o M : C'O:a CITY, STATE: S ' v (� I w ZIP CODE: tic?' Z r ✓o PHONE #: 9 l - 7 7 I understand that failure to pay these fees may result in delay incompletion or approval of the project or other possible sanctions. - . ❑ If this fee agreement is completed by someone • otherthan the:Sponsor (i.e., the project owner or a principal in the firm sponsoring project), suehas 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. SIGNATURE By: S. � et—a-4 e 5 r RECEIPT SUMMARY TRANSACTION NUMBER: T9301528 DATE: 08/20/93 APPLICANT: MICHAEL HARRIS ADDRESS: 12918 E 22ND AVE SPOKANE WA 99216 TRANSACTION: FINAL PLAT FEE DOCUMENT ID: 1) 2) 4) 5) COMMENTS: FOR HARRIS SUBDIVISION ITEM DESCRIPTION PRELIMINARY PLATS: FINAL PROCESSED BY: KATHY SQUIRES PRINTED BY: KATHY SQUIRES FEE & PAYMENT SUMMARY 3) 6) PHONE= CONTACT NAME: MICHAEL HARRIS PHONE= QUANTITY FEE AMOUNT 1 100.00 TOTAL DUE = 100.00 TOTAL PAID= 100.00 BALANCE OWING= .00 PAYMENT DATE , RECEIPT# -- CHECK# - PAYMENT AMOUNT 08/20/93 00008463 709 100.00 firn * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** THANK YOU ****** * * * * * * * * * * * * * * * * * * * * * * * *,. * * * ** r W -Jaykim engineers1 TO Sf0 . /«i h1 E C—P lMT 6�GG�. tG� �inl r^ G �A,c75 I DATE S' ^ / "3 Z - PROJECT NAME _Z_ 'y _ ,< .4r) /r< PROJECT NUMBEF 5/0 S 2 r_ GENTLEMEN: WE ARE SENDING YOU ATTACHED ❑ UNDER SEPARATE COVER VIA ❑ SHOP DRAWINGS ❑ PRINTS g PLANS ❑ SAMPLES ❑ COPY OF LETTER ❑ CHANGE ORDER ❑ COPIES DATE OR NO. *1- NO EXCEPTIONS NOTED *2- REVISE d RESUBMIT * 3- REJECTED — Z SETS — / S ar THESE ARE TRANSMITTED AS CHECKED: ❑ FOR YOUR USE ❑ AS REQUESTED ',FOR REVIEW d COMMENT ❑ FOR BIDS DUE REMARKS: DESCRIPTION Cat,ne r/2 - ,Co F../ a.4n S� 2• ae--At ms-A7 C4 e CctLcl77n nt '! N � L A I ut i r/ 14!:11 SGf1W:Ri. Ll 01:I 1 eiIMMSIEER 1 Q RETURNED FOR CORRECTIONS ❑ RESUBMIT COPIES FOR APPROVAL ❑ 19_ C' THE. FOLLOWING ITEMS: ❑ SPECIFICATIONS ❑ SUBMIT _ COPIES FOR DISTRIBUTION 'RETURN_CORRECTED PRINTS n IF ENCLOSURES ARE NOT AS NOTED, KINGLY NOTIFY US AT ONCE. COPIES TOoe 1`+A. 0 "1 - C'.Od^Cr SIGNED:. / t•-1 W. 1801 BROADWAY, SUITE 110 SPOKANE, WA 99201 TELEPHONE (509) 328 -5139 ( ENGINEERS • SURVEYORS • PLANNERS • CONSTRUCTION MANAGERS) * 1 * 2 * 3 Printcreh SPOKANE COUNTY ENGINEERS STOPPING SIGHT DISTANCE CALCULATIONS Date: 11 — Oct -93 SAG VERTICAL `CURVE Project #:P 1683 Terrain: ROAD TYPE: Road name: RICH AVENUE Exiting Slope (G2, %): 1G2 —G1 I= A= Check S>L: L1 = 2S — ((400 +3.5S) /A) L1 = 277.778 Check S<L: L2 = A(S * *2) /(400 +3.5S) vcuMl/Au{V3 L2 = 327.273 Review #: 1 Reviewer: HEMMINGS Project name: HARRIS SUBDIVISION X ' Flat (General land slope 0% to 8 %) Rolling (General land slope >8 %to 15 %) Mountains (General land slope >15 %) 1 Urban /Suburban Semi — rural /Rural Public Public X - Local Access Local Access Arterial ADT<100 Collector - 100>ADT>400 Secondary Major County Arterial ADT<400 Private 400 <ADT<750 Extension to 8 or fewer lots ADT>750 Tract 'X' Private PVI station: 26.94 Length of vertical curve provided: 100 . Design Speed: 30 Min. Stopping Sight Distance: Entering slope (G1, %): 2 11 9 200 Required minimum curve length: 327.273 Curve provided is Too short Extension to 8 or fewer lots Tract 'X' S P O K. A N E C O U N T Y OFFICE OF THE COUNTY ENGINEER • A DMS IQN OF THE PUBLIC WORKS DEPARTMENT Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director AGREEMENT TO PAY FEES ENGINEER'S AGREEMENT NUMBER P U i[ This agreement between Spokane County and M c.e E r ( name or person) whose interest in the project is 0 o (l owner, agent, etc.) is entered into this '2- day of - $ 4- . 19 `/ _ . This agreement is applicable to the project known as: 4 5o.✓5 ‘Pii;srayv N 2 / 4 / Oan Ir/ (project aouress of utename a" the num er) That the individuals and parties named herein as having an interest in the above described property or project agree to the following: 1. Reimburse Spokane County for project review and inspection fees as specified in Chapter 9.14 of the Spokane County Code. The fees will be based on actual salary costs incurred by Spokane County for project reviews and / or inspections plus a ten percent administrative charge, and will he 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. " 2. The undersigned agrees that these fees are due and payable upon receipt of the billing as specified above. • 3. 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 initation 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. 4. The monthly billing should be sent to the attention of: NAME: NI;cXc e\ Na re ADDRESS: j0 q cj 01 M c D-8 L, CITY, STATE: S r v << n. R__ 1 } ZIP CODE: ci r Li / PHONE #: . g / - 7 7 7 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 sponsoririg 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. SIGNATURE By: 11W C • M Glnac (PRINT NAME) .. • , RETURN YELLOW COPY TO SPOICANE COUNTY ENGINEERS k(p■lgreemen.ree 8/20/93 (j rr: S PREPARED FOR: Order No.: ME- 178627M MIKE HARRIS N. 4407 McDONALD SPOKANE, WA 99216 cc: Wyatt - Jaykim Engineer cc: Spokane County Engineer TRANSAMERICA TITLE INSURANCE COMPANY 720 NORTH ARGONNE SPOKANE, WASHINGTON 99212 (509) 922- 2222/FAX 926 -1519 THIRD REPORT PLAT CERTIFICATE Effective Date: November 12, 1993 at 8:00 a.m. EXCEPT the West 253.41 feet thereof; I:�,';rED ED NOV 1 9 1993 1JP3;LS:E Ci i ri ENSINEEN Certificate for Filing Proposed: HARRIS SUBDIVISION PHASE I Charge: Tax: Total: ? 1“ g3 $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: The East 394.00 feet of the South one -third of the East 1038 feet of Government Lot 3 in Section 3, Township 25 North, Range 44 East, W.M., lying North of the South 30 feet; AND EXCEPT that portion described as follows: BEGINNING at a point on the West line of McDonald Road which is 7.00 feet South of the North line of said South one -third of Government Lot 3; thence Northerly, along said West line, 7.00 feet; thence Westerly along said North line to a point which is 394.00 feet Westerly, measured at right angles, from the East line of said Government Lot 3; thence Southeasterly to the point of beginning; AND ALSO EXCEPT McDonald Road; Situate in the County of Spokane, State of Washington. VESTED IN: MICHAEL ETHAN HARRIS and LIDA ROSE HARRIS, husband and wife. page 1 of 2 EXCEPTIONS: 1. Taxes and assessments, if any, no search having been made thereof, as to Parcel No. 45032.9051. 2. Liability to future assessments by Trentwood Irrigation District No 3. 3. Liability to future charges by Spokane County for Storm Water service. 4. Restrictions imposed by instrument recorded on January 20, 1947, under Recording No. 734478A, as follows: The district reserves all existing rights of way and easements over and across said premises, and also the right at any and all times to go upon said premises, or any part thereof, for the purpose of constructing, operating and maintaining canals, ditches, flumes or pipe lines, which shall by the Board of Directors of said district be deemed necessary in the operation of its irrigation system. 5. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: sac GRANTOR: TRUSTEE: BENEFICIARY: ORIGINAL AMOUNT: DATED: RECORDED: RECORDING NO.: RE- RECORDED: RE- RECORDING NO.: page 2 of 2 Order No.: ME- 178627 Michael Ethan Harris and Lida Rose Harris, husband and wife Spokane County Title Company, a corporation William Henry Albach and Evelyn Elizabeth Albach, husband and wife $122,000.00 September 14, 1992 September 16, 1992 9209160341 October 29, 1992 9210290641 6. 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 Mick grwin, Tine Officer ■ in Plante Arc Site Pork T G ni ° 0 . 8 Its* . LA U+O55 PE- 1683 -92 0 0 Ct EUCLID O 4 O et 0 J 4 z 0 0 lY Y AV E. SAN 5ou O': WELLESLEY AVE. , (gnw1E aq) 124 125 126 127 1Z6 129 130 131 132 ' 133 m 1 10 o 1 o 5 r Ln A E EL.204/ evn .' G 0 et CC t J.. m'' w 1 C a '. ' o ... 0 N N 2 w '° Z 0. r Y < Q 0 03 3 2 h P 39 1 143 14 135 136 137 133 E L 20) HE F<OY 7 V �L • r.u.e.rCC CC n w' > LONG FE 7 'J\ STEV I • EVA 151 ADQITION PLAT 13/40 EVA AQCITI / RICH AVE EVA 2NC AC�I11ON PLAT 13/56 N 'LAT 12/55 CASF UST i M 0 n <pl 'UT 0 n< 44 nn 0 W4130 r L` FIRE HYDRAIf1 R Z0 Tyr 4 4100 P ` • i R 120.77 p f p i _.._. 441 N V A (d KCAL OESCNPllou OIAT Pg211IX1 OF TIE LASY 1038 EELI CC 111E 5(4104 010 11000 CF C01704ENr 107 3 SECIIQV a r 23 N. R 11 E. 444. 1HNC (ASIB4LY 04 111E 0.757 641 FEET .40 4404TH O 101E 500111 30 4EFr; EXUPr nut PO41104 DESCRIOEO AS 10010 OELYNNIND A7 .411(047 ON PIE 04E57 444E-0F 4000NALD 40.43 01001 IS 707 AFT 500111 107E 0104111 1040 00 SAID 500144 (*C-noRo 00 COWRN44004T 107 3. 1011010E t 00141t ALQVC 5.40 44E57 IINE, 7.00 0017; 111104(0 04751E141Y .400040 500 4004114 144E. TO A 111047 011104 15 39400 4117 WESWRLY, 44EASU0E0 AT RIGHT ANDES, 011044 041E CART IINE OF 5.410 DDVERMENT LOr 3, IHEW% 500410RtY r0 DIE PCTNT 0E 070444040 AND EXCEPT 440004.413 00.07 44'47 tC 6 TS AVM O< -nom 0(0'4373 9NAIE I4 S'OEM4( 001410.. SrAYE OF WA911NCTIX4 LOT 4 i 0 p 1. AREA•p� %SF - I 10.3 � ARE 00905f K / 0177 Q s MEMp0005F Q _ P' n LOT 1 , I� ,o I AREh•00005F N Y Q4 s lq, �q \ 8 • - YrCYar Yr F' am ,a 00 Iwo I0< 0.0747104 43%Im ma \. � A• TS'OS'AI I \� 4330 \ / I.. \4oZ7x CELi0 Y/•-\:le i \746 I •UOT 6_. I oru R \ , / 1_ /ARAF/p0005( ,: : n �. PROPOSED \, , • n 000E OF \ \ ASPHALT / AND NEWI � �WRBWC rp L I 4: 4 i__AH p I i4•_o pl'2' ( I k '• i I r B LOT 7 , . 50 If. 'T t: •5AREA•00CO5F O I F . LQ 1'71 f 1 �. 0 ._. \, s LOT '8 • I V I 0 0 0 J Q z 0 � o 0 r� I 'AREA'U7A4 _ e4 i IOI I. � rO01040.411 - 5 001100E 007 II I I 1- I - .003491104 o AREA•U9715F I 11 d b U7 n! I s14 I ('4 III L.._.._-4IJ 1-' ° ILSDS' 0 I 1 O I I !U: , L I -� nREA pooa : f , n. '•LOT III j I I AxEn•n SF 5 ' �••. \t g 1 n' I I L.. yI�I ' ff ti A' 0177 p ) it p pL72 .i ° IRE HYDRA 47.92 � -' 89'06 00 W 34'6.13' " .P ' i 1 NT \ PROPOSED not OF —\ i%t ASPH AN ALT D QIRB R .-s S IINE 25' PRELIMINARY LONG PLAT OF 11 IC HARRI5 5UBDIV1510N LOCATED IN A PORTION OF GOVERNMENT LOT 3, 5ECTION 3, TOWNSHIP 25 NORTH, RANGE 44 EA5T, WILLAMETTE MERIDIAN, SPOKANE COUNTY, WASHINGTON FOR MICHAEL HARRIS A FIRE HYDRANT PRWOSED 100E O( ASPHALT /100 0049 IINE ms 0 01444 RA4 u POC4 LEGETD POWER FOIE FIRE HY04M1 TELEPHONE SOX • "lY '.o 5ANI7A4Y 5E•15E1 MMHOLE . y am CATCH BASIN Wld{OIE A o tr WATER VALVE _.._ BUILDING SETBACK LINE UTILITY RIGHT -OF -WAY LINE CONTOUR LII€ AREA 3.3 ACRES NUMBER OF LOTS - 11 ZONING - URBAN RESIDENTIAL - 3.5 SPONSOR - MICHAEL HARRIS EA51 12916 22040 STREET SPOKANE, WA 99216 (509) 926 -2508 _ 54RYEYOR'5 CERTIFICATE' 1110 1114 COLtI .00pO A 443401 4a 67 I < It 1104 N' 07.0L704 47 IK 0.007 0' 44414400 - -.1) O O 111 W 104[. 0. L 6<VATYM AT Mfg 04 M AYYJC 04044 00 MW 0 4441. 04 A IOPC I¢1. 04 M 1001140440-00.44.47 P 14140000 SECTION IM,cK - 70 3107444 3 734 4.< «<. vx .a 40 .40I !@Kr /A1 tp2�71Cp5 • 5M vrYQS �1 • 1 1C s1) ttzn 0 44 144 r it 0 P44, [W 0 .301 WI - 1 r.:asole'E gic.r.o.cif-cia&o= Sec. 3 T. 25N., R 4 L. 7 M P012- O.114•C C 4.-OSLJ RE. 1/4/EA:LESLEY . 4, t .„' C.' 0 ii, , . 8 _ , -; 3 A .... W 1 • :a_11K-L o —1 5 z (----,- - z 1 _4 ..< ,..> . ,/ f'....; .• c• : ' , q . - , l ' . .. -:-- 7; 1- Tz t -ti-- - 0 . ? i l 1 4 I • I C I v <;Porr> , - • o' kw., 1 Li 1 3 O 5 / . Jo .1' ' • 2 3 ' N 131 7 1 9 0 - 5,0 • j . f _ - — . 2 ( — :..• : ./c; -° —1---- . 9 ,._ 0 __ 7 6. —w- z _1 c TlJ —3 -CE- Z C- /0 (9 s ( 0 A no 4_ - . 1 7' '3 t4 0 -3 1 4. 1 6) 0 SS I ( .. 1 0 5 • S• e,e) c,.■-• Po V El 44 45 46 AVE. 2:4 e • 6 1 t :4 9 No. _ - TR 10o - 10 EVA I5T I ADDITION I PLAT 13/40 EVA ADD IT1QN RICH AVE EVA 2ND ADDITION PLAT 13/56 LAT 12/55 J r SENATE RE ACKANE STATE 6 VEASHNOTON. 589'12'03 "E 394 I a Id_ 4100' , �., RX �,„�_,. 588 '07'36 "E 369.26'�� 1g 'p to R CBI! - I '— Lu a s m _ 2 , 215: I - ' ; — lF l LOT 4 Y /II •a a' LOT 5\ J �_ AREA, 2J ' L 4tEn a2USF\ 8 LOT II 1\ � ( IC F vt / / ▪ em \ V -. EA .139245F it L 1 ` FIRE HYDRANT Vi R I LOT a' 1 0172 aT2 LOT\ E1g0." ln 1 V 0172 LEGAL [ESCAPE/OH mnr RA/70t4 OF !K EAST 1031 PUT Cr INC 9A/1N QL NIRO or OAfRVMEVI L07 3. SECMM 3. E 25 N R w L WL 1194 EASTERLY OF NE rim 644 FEET NO WADI Or NE scum 30 FEET: EXCEPT 11047 PC07104 COMBED As FCCLORS EECWM4C Al A Pte/47 04 THE Ws/ LINE 6110304.70 ROM '64101 S 700 FUT SW7H 1110 NORM LINE Cr SA0 SCUM ENE -N64ID OF CACyNYUN 307 x NIEIIS I.V1NGRY. ALONG SAC NEST IK 700 ran. 1010131 NCSIEP11. 31010 540 NORM LH. 70 A POINT •101 6 39400 FEET YESTLR7. YEA03RED Al W017 ANGLES. TREY 114E EAST LYE Cr 240 W.(A11ENT LOT k NIFACF S0314ER7 10 ME PORT OF WOWING. MO EXCEPT YmovND ROAD; 1 0 4792 6 0172 ,➢e d \ 8 LP 'aim 11 Orr m� w navatu N89'0600 W� 39'6.1 LO PRELIMINARY LONG PLAT O 6 FIRE HY52ANT OF THE p HARRI5 SUBDIVISION LOCATED IN A PORTION OF GOVERNMENT LOT 3. SECT 3. TOWNSHIP 25 NORTH, RANGE 44 EAST. WILLAMETTE MER IDIAN, SPOKANE COUNTY. WASHINGTON FOR MICHAEL HARRIS FIRE HYCKATT 6 2 "s — '5 �4 � Ng LEGEND o POWER POLE O FIRE HYDRANT TELEPHOE 50X • , ▪ SANITARY 5E'A£R MA&ME Am . o CATCH BASIN MAI10LE .oF WATER VALVE _ WILDING SETBACK LIME VTE1TY RIGHT -Of -WAY LDE CONTOUR Litt MD; 3.3 ACRES NUMBER OF LOTS - 11 ZONING - URBAN RESIDENTIAL - 3 SPONSOR - MICHAEI. HARRIS EAST 12918 22ND STREET SPOKANE. WA 99216 (509) 926 -2506 SURVEYOR'S CERTIFICATE 5ECTION INDEX DO IN 43.7..4.1 trITGOTI .o.a m 9.0 be fat Sat VI TOL • Mtra Ml0e. :Hy 11 IOC. 17 . . 01 l[v . LiOf .00 rot MI V4 YLPOI JD 10 /OM CO It 11.2 IIMEMOW ENG IAEER5 a 5111B VEYC. ?5 We NOT C.0o 4r 10 LY RNw 7071 YITA /A 112.,0 019731"IX O M' MI 12.570 LCW 704. X.31 VE C WELLESLEY ZONE A8 3 A 1 )1 1 'gNerie/No: ' R, L �„., 'U. r P • f?rapared By: a ;Ekes, By: (Land Dev) • 1 !7 A-4. • i SPOKANE COUNTY ENGINEERING DEPARTMENT '',Spokane County, Washington ,DRAINAGE EASEMENT : The Grantor(s) 'Michael Ath'an'Harris and Lida Rose Harris, • of ; the U ,County;.•;of': ,Spokane,',State:; of..Washington;, for and-:in Benefibicp - bile reh of:which'ie hereby,, acknowledged;' County \yf /lpGkane, State of Washington, a Drainage Easement the followineidesc4ibed real a -- situated . e. Waeti , ' ``t c. ' - - • .. . • . • �' U� AND EXCEPT : Platted portion,known as•Phase One 'of Harris-'Subdivision; situate in the County of, Spokane,i State ,of .Washington , -.• . - - - -- -- p 41682 husband and wife, consideration of Mutual to ,The' Public of the over, under, and across of Spokane, State of That..por.tion of. the. South'one- third,.of.the East'•1038 feet of Goverment Lot 3 in Sectioriv3, Township 254orth, Range 44 East; ?1 .'M.,ing Easterly of the West-644 feet:and of ;the'South " :00'feet;"EXCEPT - that portion described Beginning a't a.po'int_on, the :Wes.l'ine..of.'.McDonald:. Road,'.whi:ch.is'7.00 feet South - of the ° North, line of said South'one=third•of Goverment Lot thence Northerly, along said'West, line a distance ;of,7:00vfeet;.thence'Westerly, along said North line to'a point -which is- 394.00''feet Westerly; measured at right' angles, from the East "line of "said Goverment Lot 3; thence Southeasterly to the Point of Beginning,,,; - - AND ^EXCEPT: McDonald Road;,'r Drainage' Easements, : ,as;..described hereinabove are. for the purpose of installing, operating and maintaining draiiiage'3 :to-,' ' are hereby granted' to;' the public ` -.The -`." 't Countyof; Spokane' :�;ie -",hereby`'granted the right of ngreae• < alDrai nags: Easem ;; a entsdj 'acent:a'o,'theublic'.right of way. The property' owner shall ''+inaintei'n.tkie''drainege; area with a,.pei cover of lawn turf,, with: optional shrubbery.'.and /or'' trees :w hich '= do.not obstruct the flow and percolation of storm drai'nage iri approved' plane: The Grantor will construct'" the'`'drainage'facilitiee "in conformance with the approved plans on file in the'CountytEngineers- Office: . ' The individual;: plot - ownere"'or,,..thegr ^ successors'- in interest. shall maintain the drainage .facilities'in ' confomance with the ns., ed plaon file in the Engineers Office. ` rF `' ;' "( - The property ; wner: or.hisrepiesentativeehall inform each'succeeding'purchaser of all Drainage Easements ". on. :`.the p ropertyt ; and " his responsibility for maintaining drainage facilitieswith'in paid ;Drainage " Eathementei • - .:r4 T A inabove, The Drainage, Easement ,describ ed`hefe . is „to ,and shall run.with the land.;'No4 modification of the $ , boundaries of.'said ha`'e Eaie ment prior approval of S Drainage'Eaee' .:can ?e be }' made. , wi ” , . pokane''County: i� ` ter::, a: ;:;y,._ . ,,.: .` ; r.,_: thout t he;r Whenever the 'individual`lot owners or their auccessorsiin+interesi fail•to maintain" ; the drainage facilitieegin conformance• withw.thea v° : : o g r °A' will • be ,given - to !the individu "l ot;`oners 0, theireeuccessors by notic the',:,:, Count � • Y` y. If no > co rrected'after'.ten? (1O = da s` r ' h the maintenance failure•" - or have it:correctedhatCihetexpense the , owners or their successors in interest. ', - Spokane County does not' accept ` the ^ 'rea oneibii1i course on private lots within sD'eine' e''Eaeementeto the drainage. responsibility for any drainage; whatsoeve includ ngi'b'u£'' notoalimitedreto inverseil`' condemnation to any - , .. propertiee'Olitl defic " c ons t ruction ; o ' drainage courses 'in 'Dra`inage Easenents "t one"' "' "' , • ;�', and %or, maintenance • .•.;, .. private<proper`ty � N ,� - ' .„. :, ' ;., . • This Drainage Easement' will terminate•at'such ' time•'the{ described areas are plated. IN WITNESS WHEREOF, We have hereunto set our = - of • December 19 9 hand(a) and seal(s) this /7 ' da - LidatRose STATE OF.WASHINGTON COUNTY,OF SPOKANE = On this day personally appeared before 'me, • atm Harris Michael Ethan and Lida Rose Harris, personally. known to - me to . be .; the`?..individual (s y F who ,executed • the : foregoing'- .. , instrument ,and acknowledged, the' said , inetrumentitobe:. : 'the ':•'` free ' and'; voluntary act anddeedof,said individual(6y,,. forthei .nses:'and'purpoees,therein' mentioned.• • Given under my' hand I. and' seal : • thi 7 ;.w, , ' .. s , day o f ` D ecem b e r " . stormdel/forms,7 'Notary Public: :In`:.and :for "the State of Washington, re`eiding at Spokane. /9 /10 7 Wyatt - JCryleim engineees 1 TO1-V� Zu -fD c5po Geunty En�ineeriEngineering tit ('oan� � J DATF 033- 93 W" /O24 8, cv PROJECT NAMF LIvokette 09g Qq PROJECT NUMBER AJ4' P ha�P, - *1- NO EXCEPTIONS NOTED * 2- REVISE & RESUBMIT * 3- REJECTED GENTLEMEN: WE ARE SENDING YOU ❑ ATTACHED ❑ UNDER SEPARATE COVER VIA THE FOLLOWING ITEMS: ❑ SHOP DRAWINGS ❑ PRINTS ❑ COPY OF LETTER ❑ CHANGE ORDER ❑ ❑ PLANS COPIES DATE OR NO. DESCRIPTION / Or;9,ra/ _ tn;- /,iiie 2.0z4?, � (i; / n 9 LssS ✓ia. _or,-; _PSa/ fia A ii{_ne. actizno THESE ARE TRANSMITTED AS CHECKED: ❑ FOR YOUR USE ❑ RETURNED FOR CORRECTIONS ❑SUBMIT_COPIES FOR DISTRIBUTION ❑ AS REQUESTED ❑ RESUBMIT COPIES FOR APPROVAL ❑ RETURN — CORRECTED PRINTS ❑ FOR REVIEW s COMMENT ❑ CT ❑ FOR BIDS DUC / REMARKS: g al f 7 1 a,E241). OP 7 q0/./. /4 )Q. G( tier p//n(O. ci �r7 ..0_4(74 a( _40/v2/, iYJ� � n ❑ SAMPLES ❑ SPECIFICATIONS IF ENCLOSURES ARE NOT AS NOTED, KINDLY NOTIFY US AT ONCE. nn COPIES TO SIGNE �/ /� � / / /r!/ //> RECEIVE() DEC o 6 1993 W. 1801 BROADWAY, SUITE 110 SPOKANE, WA 99201 TELEPHONE (509) 328 -5139 ( ENGINEERS • SURVEYORS • PLANNERS • CONSTRUCTION MANAGERS) * 1 * 2 * 3 Pri ntu at t S P O F< A N E PLANNING DEPARTMENT WALLIS D HUBBARD, DIRECTOR MEMORANDUM TO: Division of Engineering and Roads Division of Utilities Department of Buildings Spokane County Health District Fire Protection District No. 1 Trentwood Irrigation District FROM: John Todd, Planner I DATE: November 22, 1993 Thank you. rp Enclosure SUBJECT: Review of Final Plat PE- 1683 -93 HARRIS SUBDIVISION Enclosed find copies of the above referenced final plat. Please review and forward any comments by December 9, 1993. If you have any questions you may contact JOHN TODD at 456 -2205. - c: Michael Harris, 12918 E. 22nd, Spokane WA 99216 Sara Marks, 1801 W Broadway #110, Spokane WA 99201 C O U N "f' N" WEST 1026 BROADWAY AVENUE • SPOKANE, WASHINGTON 99260 -0240 • (509) 456-2205 • W -Jaykjm engineers) T Gf.2 S/LC_ �9'e> /n/L... Coa'.4 -Y aaVer-d GENTLEMEN: WE ARE SENDING YOU ❑ ATTACHED ❑ UNDER SEPARATE COVER VIA ❑ SHOP DRAWINGS ❑ PRINTS .PLANS ❑ SAMPLES ❑ COPY OF LETTER ❑ CHANGE ORDER ❑ COPIES DATE OR NO. *1- NO EXCEPTIONS NOTED * 2- REVISE 8 RESUBMIT * 3- REJECTED THESE ARE TRANSMITTED AS CHECKED: ❑ FOR YOUR USE ❑ AS REQUESTED ❑ FOR REVIEW 9 COMMENT ❑ FOR BIDS DUC REMARKS: COPIES TO DATF / L - / S - °! 3 PROJECT NAMF/ / s PROJECT NUMBER ''O .S DESCRIPTION ST" Z . 6e , 1115 Eo1 eon t /z,cd4 14erE asp' 9- `' _ �t17ti i S/� /" , I D '2 (C-- °, r civFl� DEC 1 5 1t1 sPoicAtit ts 3 h 7Y EnsiNE THE FOLLOWING ITEMS: ❑ SPECIFICATIONS W. 1801 BROADWAY, SUITE 110 • SPOKANE, WA 99201 TELEPHONE (509) 328 -5139 ( ENGINEERS • SURVEYORS • PLANNERS • CONSTRUCTION MANAGERS ) ) \ RETURNED FOR CORRECTIONS ❑SUBMIT_COPIES FOR DISTRIBUTION ❑ RESUBMIT COPIES FOR APPROVAL ❑ RETURN_CORRECTED PRINTS ❑ n 19_ ❑ ,••Cr/L Yotl t2 Aic7T /.5■••t / r IF ENCLOSURES ARE NOT AS NOTED, KINDLY NOTIFY US AT ONCE. SIGNED: Ce"'ari /S //1/4./ C_/0 * 2 * 3 Printcraft RICH AVENUE GRADING SHEET STATION C/L ELEV EP ELEV DISTANCE EXISTING SAW CUT C/L TO EP X -SLOPE 15' EP ELEV 164.11 203.55 256.85 315.78 357.49 101.84 103.21 106.6 112.58 117.21 101 97 103.4 106.6 112.8 117.5 IN ALL CASES, THE CENTERLINE ELEVATION IS HIGHER THAN THE EXISTING EDGE OF PAVEMENT ELEVATION. THE PROPOSED DESIGN CALLS FOR A CLEAN CUT AT 15' FROM CENTERLINE. THE PROPOSED DESIGN FLOWS WATER FROM THIS CUT LINE TO THE FACE OF CUPS. SLOPE TO PROPOSED FLOW LINE X -SLOPE CENTERLINE? TOP OF CURB ELEV CUT TO FL 15.32 0.8% 101.97 YES 102.38 101.88 2.9 %- 15.39 1.2% 103.40 YES 103.81 103.31 2.8% 16.62 0.0% 106.60 LEVEL 106.97✓ 106 47/ 4.3% 15.87 1,4% 112.79 YES 113.24 112.74 1.6% 16.34 1.8% 117.48 YES 117.89 117 39 2.9% RECEIVED DEC 151993 SPOKANE COUNTY ENGINEER OFFICIAL PUBLIC DOCUMENT SPOKANE COUNTY ENGINEER S OFFICE PROJECT R I GI N A L SUBMITTAL # RETURN TO COUNTY ENGINEER • Gentlemen: S P o K A N B OFFICE OF THE COUNTY ENGINEER A DIVISION OF THE PUBLIC WORKS DEPARTMENT Ronald C. Hormann, P.E., County Engineer \ — •IYKl CCometteS SUBJECT: alit LIS ' Le D — Prnte A review of the road, drainage, and parking plans for the above - referenced plat, short plat, binding site plans and /or building permit has been accomplished. Areas of concern to us are indicated in red on the attached prints. Please make the corrections and resubmit them to this office in order that the review process may proceed. When the plans are resubmitted. mark all changes on the revised orint in color. If you have any questions about this review, please contact us at 456 -3600. Thank you. k \w\f\review.Itr W. 1026 Broadway Ave. Date: 14 I l q42 Very truly yours, Ronald C Hormann, P. E. Spokane County Engineer e/ n Dennis M. Scott, P.E., Director William H. Hemmings, P. E. Development Services Engineer/Manager Spokane, WA 99260 -0170 (509) 456 -3600 FAX (509) 456 -4715 Wyaft Jc 4cim HARRIS SUBDIVISION STORM DRAINAGE CALCULATIONS AUGUST 10, 1993 I EXPIRES 06/22/ 44( WYATT- JAYKIM ENGINEERS W. 1801 BROADWAY #110 SPOKANE, WA 99201 (509) 328 -5139 O F;CI:.! PUELIC DOCUMENT SPOKANE C:'7 ENGINEERS OFF10E PROJECT = SUBMITTAL I i s SAL RETURN TO COUNTY ENGINEER EC,I,k_D AUG 1 2 1993 SPOKANE COUNIYENGINEE5 • PROJECT DESCRIPTION: The Harris Subdivision is a 3.3 acre tract of land located generally south of Weilesly and west of Sullivan Road between Woodlawn Road on the west and McDonald Road on the east, just north of Rich Avenue within the Northwest quarter of Section 3, Township 24 N., Range 44 E, WM, Spokane County, Washington. The property is located within the Urban category and is within the Aquifer Sensitive Area (ARA) Overlay zone. Presently, Harris Subdivision is not platted in its entirety. This analysis addresses the planned future development of the subdivision with the idea that total construction will be completed in phases. The soil in the area is classified as GgA (Garrison) based on Sheet 66 of the Soil Survey of Spokane County. Washington. A copy of this sheet is attached in the appendix. The GgA soil is excessively drained and has moderately rapid permeability. Based on the Spokane County Guidelines for Stormwater Management. this soil type allows the use of the County standard concrete drywells, either type "A" or "B". OA The project is divided into two drainage basins defined by proposed topography and roadway design. A map which defines these basins is included in the appendix. PROJECT PURPOSE: STORM DRAINAGE ANALYSIS HARRIS SUBDIVISION In accordance with the Planning Department report dated 1/21/93, (PE- 1683 -92) this project lies within the ASA Overlay zone and is subject to '208' requirements. To assure that these requirements are met, a drainage plan is required. This drainage plan will determine the storm water facilities required to adequately handle the runoff from a ten year design storm in post development condition. In accordance with the Guidelines for Stormwater Management. the "rational method" will be used to determine the peak discharges and runoff volumes for the various basins. This method is considered adequate for basins less than 10 acres in size. Numerous graphs and charts which appear in this publication will also be used and referenced accordingly. CALCULATIONS: The total basin area and the impervious basin areas used in the following calculations are summarized below. Using the # of lots divided by the total basin area, Table 1 in the guidelines was used to determine the runoff coefficient. TOTAL AREA RACTN FT7 4('R PC 1 112,300 2.554 2 53,400 1.23 cer 9,5-71 11,400 IMP OUS AREA FT') ACRFC CIL .26 .20 e T ()TS nr i/r A i 2.71 4 3.25 .30 .25 Drvwells were designed using the guidelines identified in addendum #2 - Modified Rational Method Hvdroeraohs. The peak flows for the two basins will be disposed of in one type "B" dry ell (to be constructed in "Phase 1 ") and one type "A" drywell (to be constructed in the future). These drywells are utilized in combination with the '208 basins to adequately dispose of the stormwater runoff. The woe "B" drywell and '208' basin will be located at the northeast corner of the Rich Avenue & future Harris Court intersection. The type "A" drywell will be located on the west side of the same intersection of All Qfthe proposed curb drops are in a sump condition. A standard 4' curb drop with a 6" curb will handle approximately 4 cfs of flow at full capacity based on the figure 17 nomograph. The proposed basin flows are well below this 4 cfs capacity so only one curb drop is provided at each basin. APPENDIX • DRAINAGE BASIN LAYOUT MAP • ASCS SOIL IDENTIFICATION MAP BASIN #1 • STORM FLOW CALCULATIONS • HAESTAD GUTTER FLOW MODEL • '208' POND CALCULATIONS BASIN #2 • STORM FLOW CALCULATIONS • HAESTAD GUTTER FLOW MODEL • '208' POND CALCULATIONS • RUNOFF COEFFICIENTS (C) • RAINFALL INTENSITY CURVES • CHANNEL FLOW NOMOGRAPH • MANNINGS "n" VALUES • FLOW VELOCITY GRAPH OV+0M O1VN000 C ci y „ i C ptHSc i- Limas tat sie grd a p 0 0 0 0 0 0 L Mb , ,00 ' 000000000 0 o O JT ^ ::00161:00: . aG --] q_ •'- ^•• =- -- c ' 000000 0 00 - 0000 Yd _ o - 0000 0 D\C: ''0000- 000 00a 0 0 0000 0 : 000000 coaoo < a oocacaooao oacoaa a0 00 0 0000 0 F ! 00000_0000000 io _00000 _000000 ao co 000000c_oocco o0p 0 000000000000 0 0 0000000003000 00 - ,00 00 a 0 c 000 O 0 ]0 00000000000000000 O 00 _0 - a 000 0 0 s 000000000000 ,0 0 ..... 0 '............ 0 °' 0 ° 0000000 . 00 ..° 0000 . 0000 00000000000000000000000000000000000000 0 0 00 - 0 0 0 0 0 _0 '^ 0 0 0 0 0 C c 0 a 0 -0 00 c 0 0 a _a 0 0 0 ■frs,s.1 , tsl- PAP. .ek Si ►a k L,l4fo - ft 1 26o - 111 Ut ` c €AS,rt *1 ( ta. 4coa Oi 4 � 3 18J 4'4 4 4V • NO I N N c r o � (Joins sheet 57) (John sheet 75) PROJECT Fr _1.. 53 / 9ko zit 77 Z-- F7 GJC .__._7_•_ erF y / WYATT- JAYKIM ENGINEERS LEWISTON, IDAHO 83501 SPOKANE, WASHINGTON 99201 T 6 -' 71._. , "roc . �i MO= 7 0,4 Lnanall BSI raesd kr.. ian 01171 roots not MI MEE 140225-63/0 /—'- .M��cr /e24.5 . .. .. D. / (roc ( e.oys tv- SHEET Nn / OF CALCULATED BY c EC!J 7 DATE g � / � -' 9 CHECKED BY DATA Cr AI $. v 7 04 / et �� ptQ(' oy�e wiu._ 0 M.- 'W£ Fo4oW. >N.C _errtc5. At:K» to. - _ CA- A ' *$.D. _ .. G t A _ .. Oar/ R4M ao ...PCet'..crr.:.O.WC _o#Fice , an: o ,11.,4%,) rtavAJ 36GmStcr o>4 8a'4 _MAP) = 0 0 c) = 2 . ..5° ") 42 22 ":: 7,2.■ .0 0 1-4.-/ I WYATT ENGINEERS LEWISTON, IDAHO 83501 SPOKANE, WASHINGTON 99201 'MET 2 9•0512/5 hOi .s C141.70101011111ffff 1431:215421 '“ • , /C./ /-2 — 7 — 7 .&/ _j '514/ - , jr.2 44: 5 C / t--/ . lor SHEET Nr a OF CALCULATED BY DAM -9 CHECKED BY OATr ; Z 0 7- 4 : • • ■• • ■ ■ • • • • • • • • • • • /"--- 2 .C2 —.7.. -2-- , 7 A 5 ( S / --- .7' , C - r 7- Q Cl . 2 .? A - .= 7C I Z 6 7 2 g • Tc ., /% tr'ic. WYATT- JAYKIM ENGINEERS LEWISTON, IDAHO 83501 SPOKANE, WASHINGTON 99201 0 ' >' _ — 1 3 •//. 5 • R O M AN 11.0 91101201-1 Ole/ 7.tr. 11101. ToOa.naFIOLLBFE SHEET N(o CALCULATED BY CHECKED BY Frm 21) . /�a Q= O.(a = I.•= /Z CAS 0 7 . / t Q 7 / G - a. • Z G• #Z - . STi2SS7 �c1i.1o'��, o%�4% -. _c .S ?Jn -..:3 • /8 in// /i r OF !_tr DATG Q � – 5:2 DATG : c_e9sE / core TaO J� • Triangular Channel Analysis & Design Open Channel - Uniform flow Worksheet Name: HARRIS SUBDIVISION Comment: GUTTER FLOW DETERMINATION - BASIN #1 Solve For Depth Given Input Data: Left Side Slope Right Side Slope Manning's n Channel Slope Discharge Computed Results: Depth Velocity Flow Area Flow Top Width Wetted Perimeter Critical Depth Critical Slope Froude Number 0.00:1 (H:V) 50.00:1 (H:V) 0.016 0.0100 ft /ft 1.42 cfs 0.18 ft 1.82 fps 0.78 sf 8.84 ft 9.02 ft 0.18 ft 0.0085 ft /ft 1.08 (flow is Supercritical) Open Channel Flow Module, Version 3.3 (c) 1991 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 • 4 4 t 4. Project: Harris Subdivision Basin: #1 Designer. Holsington Date: 8/10/93 Time Increment (min) Time of Conc. (min) Int. @ Tc (in/hr) Outflow (cfs) Design Year Flow Area (acres) Impervious Area (sq ft) C' Factor C "Area TIMID (min) To 10.37 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 1 'me (sec) 622.2 '208' Storage Provided 5 '208' Pond Width (ft) 17 10.37 "208' Pond Length (ft) 60 2.2 '208' Pond Area (sq. ft.) 1020 1 '208' Pond Perimeter (ft) 154 10 '208' Pond Volume (cu. ft.) 567.75 2.58 0.25 0.645 Intens (in /hr) '208' Drainage Pond Calculations Required '208' Storage Volume = Impervious Area x .5' /12in /ft bes o O Dev. (cfs) 2.20 1 1.42 Vol. In ( cu.ft) 1183 I 300 3.18 2.05 825 600 2.24 1.44 1162 900 1.77 1.14 1269 1200 1.45 0.94 1320 1500 1.21 0.78 1336 1800 1.04 0.67 1349 2100 0.91 - 0.59 1357 2400 0.82 0.53 1381 2700 1 0.74 0.48 1390 3000 1 0.68 0.44 1409 3300 0.64 0.41 1450 3600 0.61 1 0.39 1500 3900 0.60 1 0.39 1591 4200 0.58 0.37 1650 4500 0.56 0.36 1702 4800 1 0.53 0.34 1713 5100 I 0.52 0.34 1781 5400 I 0.50 0.32 1810 5700 0.49 0.32 186E 6000 0.48 1 0.31 1 1923 Number and Type of Drywells Required Type 'A' Type_'B' Vol. Out Storage (cu.ft) (cu.ft) 622 1 561 300 600 900 1200 1500 1800 2100 2400 2700 3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000 525 562 369 120 -164 -451 -743 -1019 -1310 -1591 -1850 -2100 -2309 -2550 -2798 -3087 -3319 -3590 -3832 -4077 ( 475 cu. ft. ` 567.75 cu. ft. 'v IC Drywall Requirements - 10 yr storm Maximum Storage Required by Bowstring 562 cu.ft 0 I/ • WYATT- JAYKIM ENGINEERS LEWISTON, IDAHO 83501 SPOKANE, WASHINGTON 99201 • C = 0 9 . 1 -f szc_ .. A--; a r -.! IC/ PAZO-O .; clasp (PAM r 7.k Gain nm.loUmnaLIaLKH immm Rev S /no ,a^'1Cl.J P / < // c / — SHEET Nn " OF CALCULATED BY -CC-hr DATE a - 5 CHECKED BY SCA �Z. GET._. u NOV) TO e-etik X47 Des 4QeD /0- sag .-rims_ OF CoriC 1CA"r! (. Pia) PA'TI4 I DATE • G!� WYATT•JAYKIM ENGINEERS LEWISTON, IDAHO 83501 SPOKANE, WASHINGTON 99201 ..C r ,a- ,Co L-.+ , L = 3o o .:.. .0 • .... 0'0 5 O - 5 CsZ,_. n UCTZWIPO 20 ralinkw•.*a 01171 To Warm ULxe lam.as-ao '4 '/- 3 /}/ _ /5.o :/liti.J • T • - JOB SHEET N^ CALCULATED BY CHECKED BY SCAL P 1 C Z _ / ,a- %.Pd. g \3.ISx sT goo h35Go • • /• , G / C/ . .2 S L /- 7 Lr _ _c - 7 < O. - 2- LC5 Z CST . O • ba.0 F OF DATG O - lo - 2 3 DAT= GET a •79 cF5 G',on/T— 0 5 111.1...0!4. ( _ -- Triangular Channel Analysis & Design Open Channel - Uniform flow Worksheet Name: HARRIS1 Comment: GUTTER FLOW DETERMINATION - BASIN #2 Solve For Depth Given Input Data: Left Side Slope 0.00:1 (H:V) Right Side Slope 50.00:1 (H:V) Manning's n 0.016 Channel Slope 0.0100 ft /ft Discharge 0.62 cfs Computed Results: Depth 0.13 ft Velocity 1.48 fps Flow Area 0.42 sf Flow Top Width 6.48 ft Wetted Perimeter 6.61 ft Critical Depth 0.13 ft Critical Slope 0.0095 ft /ft Froude Number 1.02 (flow is Supercritical) Open Channel Flow Module, Version 3.3 (c) 1991 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 • Pro)ect: Harris Subdivision Basin: #2 Designer. Holsington Date: 8/10/93 Time Increment (min) Time of Conc. (min) Int. @ Tc (in /hr) Outflow (cfs) Design Year Flow Area (acres) Impervious Area (sq ft) C' Factor C "Area Time (min) Tc 15.48 5 10 15 20 25 30 35 43 45 50 55 53 65 70 75 80 85 90 95 100 Time (sec) 92&8 300 600 900 1200 1500 1800 2100 2400 2700 3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000 5 15.48 1.72 0.33 10 1.23 8800 0.3 0.369 Intens (in /hr) 1.72 3.18 2. 1.77 1.45 1.21 1.04 0.91 0 82 0.74 0 es 0 5-4 051 G50 0.58 0.56 0.53 0.52 0.50 0.49 0.48 "208" Drainage Pond Calculations Required '208" Storage Volume = Impervious Area x .5712in/ft '208' Storage Provided Drywell Requirements - 10 yr storm Maximum Storage Required by Bowstring Number and Type of Drywalls Required Type "A" Type "B" ' 208" Pond Width (ft) ' 208" Pond Length (ft) '208" Pond Area (sq. ft.) '208' Pond Perimeter (ft) ' 208" Pond Volume (cu. ft.) O Dev. Vol. In (cfs) (cult.) 0.63 1 790 1.17 0.83 0.65 0.54 0.45 0.38 0.34 0.30 0.27 0.25 0.24 0.23 0.22 0.21 0.21 0.20 0 19 0.18 0.18 0.18 472 665 788 811 811 812 811 822 823 832 854 881 933 966 995 1000 1039 1055 1088 1119 Vol. Out Storage (cu.ft) (cu.ft) 307 99 198 297 396 495 594 693 792 891 990 1089 1188 1287 1386 1485 1584 1683 1782 1881 1980 04. 491 cu.ft. - " csT 503 £ 1 367 521.5 1 0 cu. ft. cu. ft. 17 55 935 144 521.5 483 II 373 4 67 1 491 4 15 316 218 113 30 -68 - -235 3'07 -20 -490 -584 -644 -727 -793 -861 • 4 7 ._ - PavementandrRoofs: Earth .'Shoulders, DrivesSandaWalksc Gravel P avement -T City Business Areas Lawns, Sandy Soil Lawn, Heavy Soil Grass Shoulders Side Slopes, Earth Side Slopes, Turf Median Areas, Turf RUNOFF. Cultivated Land, Clay and Loam Cultivated Land, Sand and Gravel industrial Areas, Light Industrial Areas, Heavy ?arks and Cemetaries Playgrounds Woodland and Forest= Meeco'.s and Pasture _..._ .,. COEFFICIE a' ORSTORH_ SEWERS::: _t _ •�" '" :_ r°F^r� ROLLING= rtiHILLY= _-j2X : -::10z 71"- OVERF-tiOV.': -. :6- * * * * ' FAMILY RESIDENTIAL (Dwelling Unit /Gross Acre) (Sandy and Gravelly Soil) 0 -1.0 DU /GA 0.15 1.0 -1.5 DU /GA 0.20 1.5 - 3.0 DU /GA 0.25 3.0 - 3.5 DU /GA 0.30 3.5 -4.0 DU /GA 0.35 4.0 - 6.0 DU /GA 0.40 6.0 -9.0 DU /GA 0.60 9.0 - 15.0 DU /GA 0.70 0:80 0 50 0.55 0.60 f S 0.85 0.85 0 10 0.15 0.20 0 17 0.22 0.35 0 25 0.25 0.25 0 60 0.60 0.60 0 30 0.30 0.30 0 25 0.30 0.30 0 50 0.55 0.60 0 25 U.30 0.35 0.50 0.70 0.80 0 60 0.80 0.90 0.171 0.15 0.25 0.20 0.25 0.30 0.10 0.15 0.20 0.30 0.35 * Assumes flat lot - plus one -half width, "of:" abutting, street Other. configurations'. ,. -___: ._ 0..0:0..,.0_.:- - ke .. _. o .... should b checked by combining_indiyidual'.runoff factors :for each various surface. • Date-‘/4/84 nianntlIIDE7[141nanon iucimm nnnenr tnor nil►_Q sommynp r r nr a:n sa:nctemoszwozarsuwai■ rIrI mmnrSmm inmmmEnmaamnl■■ mr*:ul amnia mnmmm©mmmmu :minnnrnnnnmmommmmmu 2 • .lrinrmnnmmnri®mmnmrdONMEnu■ ammnnw lnnnenmmeamini ■■ r'Irimm lI:I:II!! uralmmnL'JCiaiL'Bmn ■1 r!rrr rinrmnrannmrmmumanml■ r"IIar.7nn:anminm■eaimmnmm ■ 171: InrinriniMmnCinen[ OMMIeC■ - 11111 nuns; nrIMMIMME■n®mmneu■■ nor ? rnon.` -J &ILImmu mmmm�mme ■■ IN C'rlmmnramo 7mn1eemmEimnem ■■ ■■■ nm[inpamrirna7nine■e ■n■nm■■ C1■ nnnrlmmUnmmnne ■en■uu■■ ■■ m unnmmE EMBEnC■unee■■■■ nmman nmommumnummmemi m® e1■■ ■u nmmommn®mmmmeeeenmmeuu monnmmEmmme1m1m1neu neiinnmVJ \m ®nm�eefemflmne■ mmno mmmamm■1 ■nmme. nnr'.rJ13Q,1ru mmnnm ■emmm■ innrJnanammra■m ■mmam ®11■ 1 rinr]muWmL aumnmm umm0� Alt • • MOM OWL 111111Nue7�i�i _. 7•' /7 _ • i i - ' • - -i-j 1 - I 4 1 -1- zaree nr ■ - I 4- 0 -1- -I- j - 1 - -111d4-1±±=± =L --! - 1 �-'-'- - I 4 _ L._ I ± , �- - - - - - 1111 - ■ u ■ /. ■ .■ ■■1 ■■ ■1mmrm■n ■ ■e ■■■e ■■1■ ■ 1111■■■■■ 1111■■: 1 . , ■ 1■■■�■Ti■Cri■■■111 ■u'�`1'■■1 ■ ■■ I1 i a '-nr C� ■■a ■■m■■ ri ■■■■■ ■ mammal ■ mmommm ■mm1 ■u ■ ■ ■1mm ■u C:■■C■ _flflu ■ ■■. ■■■e■■ ■■ ■■■■■■■■u s■ CCCCC'M■ 111111111111111111111111111111 NE C ■■ ECCO =MIN u n■C■i.YCC■ III #r..iw CCC■■ ■■CC ■■■uu ■■■■ mums u . mmCNmammom mCmmmmmmmomm ° • C■■ C ■ mm5Cm■ ■ C■lU moms C CG i i ■ C UINEI ••..••C■i ....0 ■C■■■ � :_ ; � E ■ C ■ ■ ' �i ■ o sCCCCCCCCCCCCCC ■ �� CCLIn! amisimm MIIMENEU It 1 Es ■ ■ ■ ■ CBE �ECmO ®YOmmOm� CmOpE MOEN ■■NNCCCCCCC EMIN■i ■ e■°CCC■ ■N■N ■CC ■C CC� CCCCCC :CCCCCCCC ■ CC C II mmommm mmummommmummom om CC ■.■ ■C■.=i■■■■�■m��.■■1■■■1�■1■ ■ CC■1■1■ ■ B • ■m■■mmn■u ■.■■■m ■CCm■ -1- -■ ■1111 u11 1■■1■■■1 u■ CC1 f u em ■C C u■■u■■■ u �� Mo ■.1 11■ !N. ■u■.■■■. __ 1 1111111111111111111111 11■11 11 . ■ ■uu■■ ■um m■■ mom ■ 1® ■1 s ■ 1111 mmm mm 4 Ili 17 1 1 11 I 1 1i r ; L /00 1 � ltal ? trr nnnna�'I�mnOeengp — -- i nn: ■e■ ■ — I - r k mmtim mmnumaiilnemmnmmisu■ ,,.<:•,:,.. nrirlm...%neumummnmnnn ■ ■1 riRI mn frlmmnprom®euu6■nu■■■■u nmorinrmemir�m. 1ue ■e■■■. nmonmamnpmEummeNENNENNUN . r ,7 noammm�em ■ ■m ■1u■■ IN om _ mnmmnonnEne ■��nneme ■ ■■ � momn CDCJrJllnmm■Cn■�nmme ■e■ C anamm4�apnrngnue &mmmem■ .. mmmmmEmmpm nusnn■mmv__ WA/ - . nrammoMEE IAn nrn■ ■n►I.■■■■ 11.11 mmnnm S nOam■p■■■M na - : vlm n�acEmon ra temmmm5.n naea ■ nrnmnnA'aimt\mmnla'0oQ1mB �71p■ -- pl CItnt:nib.'LBvBldn■■C■waml►`` ■ , f '':•.l li f,' rY_.�.ennmEmmu1.7m ■nemEMM .1 1n■ - - - - - ? \tC . finn�iri�►©am►ann®►e - (� mr.rvin nnnvmetmmenmmsmm�au►� !! , 0711'c �InLILSEnummumumnin EE gin. 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Mil MI I minim ■ - -- iilii ■ ■1111111111 99 111119 �■ ■111111111 11 1■ 111111 •1111111111 Ul O • Wyv - Jayki 13 December 1993 Spokane County Engineers ATTN: Mr. Bill Hemmings W. 1026 Broadway Ave. Spokane, WA 99260 -0170 Mr. Hemmings Please accept for approval a resubmit of Harris Subdivision Phase I. I have included your redlines to aid in the finalization of the plan set. Along with these, I have enclosed a revised grading sheet for Rich Avenue which shows the problem we discussed with the existing reverse slope of Rich. Our design calls for a clean cut of the existing pavement at a distance of 15' from the existing centerline, and sloping the remaining 3' of pavement towards the curb flow line at 3 %. The legal description for the '208' basin shown on the Phase I plans is being handled through Mr. Berto at County Engineers:, If you have any questions please contact our office at 328 -5139 Sincerely Wyatt- Jaykim Engineers Sean Hoisin 'gton, 101 Thaln Road Lewiston, Idaho 83501 (208) 746-2661 Fax: (208) 746.6825 ENGINEERS RECEIVED DEC 141993 SPOKANE CUuiv ry ENGINEER i ~aT c" .1; v Srt.tit L Cuu..I i L�t.11 i��::�a ❑ ' A. 1801 Broadway Suite 110 Spokane, WA 99201 (509) 328-5139 SURVEYORS PLANNERS • CONSTRUCTION MANAGERS RICH AVENUE GRADING SHEET I STATION C/L ELEV EP ELEV DISTANCE EXISTING SAW CUT SLOPE TO C/L TO EP X -SLOPE 15' EP ELEV CENTERLINE? 1 164.11 101.84 101.97 15.32 0.8% 101.97 YES 1 203.55 103.21 103.4 15.39 1.2% 103.40 YES 1 256.85 106.6 106.6 16.62 0.0% 106.60 LEVEL 1 315.78 112.58 112.8 15.87 1.4% 112.79 YES 1 357.49 117.21 117.5 16.34 1.8% 117.48 YES IN ALL CASES, THE CENTERLINE ELEVATION IS HIGHER THAN THE EXISTING EDGE OF PAVEMENT ELEVATION. THE PROPOSED DESIGN CALLS FOR A CLEAN CUT AT 15' FROM CENTERLINE. THE PROPOSED DESIGN FLOWS WATER FROM THIS CUT LINE TO THE FACE OF CURB. PROPOSED FLOW LINE X -SLOPE TOP OF CURB ELEV CUT TO FL 102.38 101.88 2.9% /I 103.81 - 103.31 2.8% ✓r 107.01 , 106.51 3.0% 1 . -- r 113.2 / 112.7 2.9% 1 117.89 117.39 2.9% 1 RECEIVED DEC 1 4 1993 SPOKANE COUNTY ENGINEER VFHCIAL PUBLIC DOCUMENT SPOKANE COUNTY ENGINEERS OFFICE ORIGINAL PROJECT r --1 , b 4 SUBMITTAL RETURN TO OOUNTY ENGINEERR 11C 116 114 112 110 100 106 104 102 100 164.11 203.55 256.85 315.78 353.46 357.49 RECEIVED DEC 1 4 1993 SPOKANE COUNTY ENGINEER • 11 PROJECT SURVEYOR (Plat) YES NO N/A L it 1 SUBMITTAL CHECKLIST PROJECT: 11 Age-%S S KBDw)5 /O {�J PROJECT SPONSOR: M,KE /42.4.6 PROJECT ENGINEER (Road & Drainage Plans) GENERAL ITEMS PROJECT # REVIEW # REVIEWER: DATE: P t (o83 -Pi-MEAL Nemm into S 13 September 93 TEL # 91210 -2V708 WyAn- ?Alum &,nqE TEL # 3243 51 VJYA7r- Sr/Kim Exbinscs TEL # 3z8• 5 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? 7. 2 copies of the plans were submitted 8. t copies of the calculations were submitted 9. The plans are on 24" x 36" sheets • GENERAL ITEMS (cont'd) ✓ 11. The plans and calculations are stamped and signed by a Professional Engineer 1 ckliotv3.0 /Aug93 10. The calculations are bound together 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 V 18a. The file contains a Spokane County Section Map 18b. The file contains a Spokane County Assessors's 18c. The file contains an aerial photo of the proposed project area 17. The engineer /developer has provided evidence of coordination with the electric utility servicing the project Map 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 (t'd) 24. List any design deviation requests and their status: ✓ 25. Locate the Findings and Order for the project and list any unusual conditions: 23. Backcheck of previous comments completed ,/24. All previous comments adequately addressed cklistv3.0 /Aug93 3 • FIELD REVIEW _ 1. Field investigation trip made on / '/ Z ,/ _ _ 2. Report completed and put into file on /0 0 /7M3 td// 3. Are there any existing utilities on the project site? (Overhead power, fire hydrants, etc.) If yes, describe. ©vftrkeit P&Jez_ t-n-tE yo Cvs p,4 ' SSE Pea R L c.tA f\*nuE_ r✓ cklistv3.0 /AUg93 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? 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? /11 s'FD O v3 G nn S 10. Describe any existing channel conditions: (..6+T-C Sw P L. ES CaveeeD e Metro t W G2ASS /11. Describe channel cross section: 12. Existing Curb Type: TYPE; I4 " 1-r+ T weir 4 ■ Rice$ Qass IS ckli z 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. 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: 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 Construction Section with soils information and a layout of the project. "R" value test request to Designer (date) . 5 ist ROAD PLANS (cont'd) f ■ 1/ k/ 9. Are existing utilities shown on the plans (or an 2 cklistv3.0/Aug93 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)? information copy of the utility plans submitted)? 10. Are proposed utilities shown on the plans (or an information copy of the utility plans submitted)? 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%)? 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 I / 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 d 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 1 ROAD PLANS (cont'd) N/ 12i. A 4" -wide, white painted fogline at 12" from the edge of paving is indicated (tapers or tangents) 12j. Are the curb grades above the county minimum of 0.8%? cklistv3.0 /AUg93 12k. 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? 13. NEW STREETS 13a. 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 13b. The plans show the typical cross section for streets 13c. Does the proposed street width match the Findings and Order? 13d. The cross - section shows: _ existing R/W v proposed R/W vi future setaside 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 ■/4 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 7 ROAD PLANS (cont'd) V cklistv3.0 /Aug93 v 13h. If curb grades are below 0.8s, 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? V 14. Has an "R" value test been performed for each soil group? 14a. 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 ✓ 1 6a. 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) / 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. Are the curb return elevations correct? ,/18c. Is there positive drainage from the road intersection to the MCR? I 1 8d. Curb return radius meets County Standard minimum of 20' (to back of curb for rolled /wedge curbs, 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) cklietv3.0 /Aug93 / 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) 60 (mountainous terrain) y 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 A fS O. 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? ,AOd. The intersection horizontal sight distance analysis shows that sight triangle encroachment / on private property is 2' or less V 21. Is there a need for slope easements? V Is there a need for erosion protection? 9 1 .• • ROAD PLANS (cont'd) ckliatv3.0 /Aug93 / 23. DRIVEWAYS 2 3a. Can a driveway slope of 8% or less be maintained between the edge of pavement and the right -of- way? f/ 23b. Can a driveway slope of 120 or less be maintained between the right -of -way and the building setback line? 1 0 4 • T ckliatv3.0 /Aug93 DRAINAGE PLANS 1. Has a plat map been submitted which shows lot dimensions, street widths, etc.? 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) Offsite (50 -yr storm if undeveloped, 10 -yr storm if developed) Onsite (10 -yr storm) Q for entire area Q for roads only 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 Y( emergency overflow for 100 -yr developed 208 SWALES 208 swale floor area, volume requirements 208 swale floor area provided 208 swale volume provided 11 • J DRAINAGE PLANS (cont'd) UNDERGROUND GRAVEL GALLERIES 7 t/ 2. Perc rate from field test is used to develop outflow rate Ai 3. 10 -yr event volume is contained entirely underground 1� 4. 100 -yr event volume is contained by a combination of underground storage and above ground storage up to 8" depth 1. .3 void ratio for gravel free space volume is used 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" I 6. Entire gallery is wrapped in filter fabric CONVEYANCE Conveyance - pipes _Z. ditches 1/ gutter flow depth is less than gutter height /� Backwater - pipes, ditches V/ Headwater - culverts Curb drop /curb inlets on grade (fig 16), sump (fig 17) Grates - sump (fig 15), continuous grade (fig 16) Riprap - stone gradation, pad dimensions 7. Soils type is "pre- approved" (Garrison, etc.,) 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 cklistv3.0/Aug93 10. The drainage design maintains existing sheet flow patterns without concentrating flows 12 4a DRAIN GE PLANS (cont'd) _ 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? i � 1 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? 7 1 cklietv3.0 /Aug93 15. The drainage concept is compatible with planning commission requirements. 16. The difference between present and future flows is retained on the site. INLETS The inlets shown are within the stream flow. Inlets are shown on the low side of a road or at the low point of a vertical curve 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 is shown on the plans and includes the 2" 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) Y 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. The plans shows acceptable curb cut details and grate details for installations which lie within private road easements. ✓ 10. If inlets are in a gravel road or a dirt ditch a 6' x 6' A.C. apron is shown around the inlet. 11. Catch basin or special manhole details are shown / or a standard drawing is specified. ✓ 12. Critical low points in the drainage system have been provided with overflow easements. 208 SWALE SYSTEMS 1. 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: ,//// 1/ / located d within 8 feet of the curb line, or a maintenance access route and easement are / provided �/ Drywell stationing is staggered from the inlet by at least 4' ckliotv3.0/AUg93 7. Multiple drywells are located more than 30' (center- center) apart 14 DRAINAGE'PLANS (cont'd) 1/ _ 8. Soil type is appropriate for drywells (perc rate s' 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 9. Drywell location does not conflict with underground utilities. 10. Drywell type is specified. 11. Drywell grate type is specified (Type 3 -std. detail D -7) y cklistv3.o /Aug93 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 elevation at least 6" below the normal gutter flowline at the curb inlet for swale without a drywell at least0,8t 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. 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. 15 DRAINAGE PLANS (cont'd) cklistv3.0 /Aug93 7 1. /2. 18. The invert at the curb inlet is at or above the max. water surface elevation for the design storm 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. V 20. Irrigation plan for County- maintained 208 swales Lot plans submitted on 208 LOT PLANS Lot plans are required; submitted on 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 V 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 j/ 1. The road culverts are at the low points of stream flow. 7 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 yc ont'd) cklLatv3.0 /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) V 6. The backwater calculations show a minimum freeboard of 0.75 feet for each catch basin or manhole. V 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. 1/ 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) 7 10. Is there any downsizing of pipes in a systems of pipes that are 18" in diameter and smaller. 1/ 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. V! 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 ") The plans and profiles show all culvert pipe types, stations, offsets, lengths, and inverts 17 • DRAINAGE PLANS ,( cant '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) ckliatv3.0 /Aug93 17. The culverts shown are properly stationed from / centerline stationing. J 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? 0 ! 20. Is there a need for rip rap around the culvert outlet at any of the culverts as proposed on the drainage plans. J 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 0 / acceptable rip rap design calculations. 2 2. Pipe anchors are shown for pipe grades greater than 15%. V 23. There are no instances where water is trapped against a fill with no culvert shown. 24. Profiles and cross sections are shown on the plans for all proposed channels and ditches. el 25. Ditches with eroding velocities have a proper 401426. lining for erosion protection. 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. 18 EASEMENTS 1. Adequate drainage easements are shown for maintenance of drainage ditches or pipe systems. ckliotv3. o /Aug93 i f 2. There are easements proposed or existing for natural channels which cross the property. 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. Appropriate drainage language has been provided by the reviewing engineer to the surveyor and /or engineer who is involved with the platting work. 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 MISCELLANEOUS 1. QC check of review completed (date) (init.) 2. Bond quantities for drainage item calculated (date) (init.) 3. Vertical curve sight distance worksheets done (date) (init.) 4. Vertical curve geometry worksheets done (date) (init.) 5. Drainage volume worksheets done (date) (init.) 6. Stamped road mylars to Permit Tech. (Sylvia /Suzanne) 7. Stamped lot plans to Admin. Asst. (Sandy) 19 BOWSfRNG METHOD (TEN YEAR STORM DESIGN) PROJECT: HARRIS SOB TIME OF CONCENTRATION (minutes) DETENTION BASIN DESGN BASIN: BASIN 1 REVIEWER: WI-I-1 Tc (o1edand) Tc (gotta) Areas 'C' NLMBER OF DRYWR I S PROPOSED DATE: 9 -13 -93 Sngle (type A) 1 Double (type B) Ct = 0.15 L2 = 345 2.58 025 Total Area (talc.) (see H1) 2.58 Z1 = 0.172 0.00 0.90 Time d Cmc. ( Ic.) (see H1) 13.91 L1(A) = 250 Z2 = 50 0.00 0.00 Composite 'C' (calc) (see H7) 0.25 N(4 = 0.4 B = 0 0.00 0.00 Time d Cmc. (min) _ 13.91 S(A) = 0 036 _ n = 0.035 0.00 0.00 Area (Acres) 2.58 s = 0.0054 0.00 0.00 C Factor 0.25 Tc (A) = 6.44 d = 0.25 0.00 0.00 Impervious Area (sq. ft) 11400 Total A Comp 'C' Volume Provided 208• 567.75 slmn: 567.75 L1(B) = 0 Tc (GI- = 7.46 2.58 0.25 Qltflow (cfs) 1 N(B) = 0 Tc(A +B) = 6.44 . Area * C' Factor 0.65 S(B) = 0 Q= C*I *A= 121 Tc(tot.) = 13.91 Q(est) = 1.21 #1 #2 #3 #4 #5 #6 #7 Tc (B) = 0.0 Intensity = 1.87 Time Time Intensity O dev. V in V out Swage A = 1.567875 Inc. Inc. WP = 12.7562 (min.) (sec.) pn.Rr.) (cfs) (cu. ft.) (cu. ft.) (cu. ft) R = 0.1229 ( #1 *60) (A *C*43) (Outf *#2) (#5 - #6) V = 0.77 Tc (total) = Tc (overland) + Tc (gutter) Tc(gu) = 7.46 13.91 834.30 1.87 1.21 1351 834.30 516 Tc (overland) = Ct*(L1 *NVS ^0.5) ^0.6) D(est) = 1.21 Ct = 0.15 5 300 3.18 2.05 825 300 525 L1 = Length of Overland Flaw Holding = 12.29 10 600 2.24 1.44 1162 600 562 N = friction facts' of ovaand flow (.4 fa average Bass cover) 15 900 1.77 1.14 1351 900 451 S = average Slope of overland flow 20 1200 1.45 0.94 1388 1200 188 Tc (gJ1ta) = Length (ft.)/Velocity (ftJsec.)ro7 25 1500 1.21 0.78 1392 1500 -108 8 = Bottom width of gutty cr ditch 30 1800 1.04 0.67 1398 1800 -402 Z1 = Inverse of cross slope one of ditch 35 2100 0.91 0.59 1399 2100 -701 Z2 = Inverse of cross slope two of ditch 40 2400 0.82 0.53 1419 2400 -981 d = depth of flow In gutter (estimate, check estimate with Row) 45 2700 0/4 0.48 1424 2700 -1276 Area = d*B+ d^ 2/2*(Z1 +Z2) 50 3000 0.68 0.44 1440 3000 -1560 Wetted perimeter = B* d+( 1/ sln(atn(121)) +1 /sin(atn(1/Z2))) 55 3300 0.64 0.41 1479 3300 -1821 Hydraulic Rados = R = Area/Wetted Perimeter 60 3600 0.61 0.39 1528 3600 -2072 Velocity = 1.486/n *R ^ .667*s ^ 5 65 3900 _ 0.60 __ _ 0.39 1619 3900 -2281 RON= VBIOCity*Area 70 4200 0.58 0.37 1677 4200 -2523 n = 0.016 fa asphalt 75 4500 0.56 0.36 1728 4500 -2772 5 = Imgltudrel slope d gutter 80 4800 0.53 0.34 1738 4800 -3062 85 5100 0.52 0.34 1808 5100 -3294 90 5400 0 50 0.32 1833 5400 -3567 95 5700 0.49 0.32 1891 5700 -3809 • 100 6000 0.48 0.31 1945 6000 -4055 DRAINAGE POND CALCLAAT1ONS Required grassy swale pmd storage volume = Impavlous Area x .5 In./ 12 in./ft. = 475 cu. ft. provided: 567.75 ou. ft 0<! ORYWR I REQUIREMENTS - 10 YEAR DESIGN STORM Maldmum swage required by Bowstring = 562 cu. ft. provlded: 567.75 CL. ft IX! Number and type of Drywells Required = 0 Sngle 1 Double BOWSTRING METHOD (TEN YEAR STORM DESIGN) PROJECT: HARRIS SUB TIME OF CONCENTRATION (minutes) DETENTION BASIN CESGN BASIN: BASIN2 NUMBER OF DRYWBIS PROPOSED REVIEWER: WI Tc (ovarian d) Tc (guts-) Areas 'C' DATE: 10 -11 -93 1 Single (type A) Double (type B) Total Area (cal c.) (58e H1) 1.23 C[ = 0.15 L2 = 320 1.23 0.30 Time of Conc. (Cale) (see H1) 11 04 Z1 = 0 172 0.00 0.90 Composite'C" (calc.) (see H1) 0.30 L1(A) (= 0.4 Z2 = 50 0.00 0.00 Timed Conc. c. (min) 11 04 N(A) ( A = 0.4 n = 0 0.00 0.00 S(A) = 0011 n = 0.035 0.00 0.00 Area (Acres) C Factor 1.33 5 = 0.010 Impervious Ar s ft 189 0.00 0.00 0.30 Tc (A) = 4.98 d = 0 p ( q' ) 9571 0.00 0.00 Total Comp '0 Volume Provided 208• 521.5 su, rn. 5215 L1(B) 0 Tc outflow (cfs) 0.3 N . (¢ = 6.05 1.23 0 30 Area C Facto- 0.37 S(B) = 0 TC (A +B) = 4 98 0= C *I *A= 0.79 #1 #2 #3 #4 #5 #6 #7 Tc(tot.) = 11.04 O(est) = 0.79 Time Time Intensity Tc ( = 0 . 0 Intensity - 2.14 1.Y Ode✓. Vin V out Storage A = 0.896097 Inc. Inc. (min.) (sec.) On./Ir.) (cfs) (cu. ft.) (cu. ft.) (cu. ft.) WP = 9.6437 ( #1 *60) (A *C*#3) (Ou1f`#2) (#5 - #6) R = 0.0929 V = 0.88 Tc (total) = Tc (overland) + Tc (gutter) Tc(gu) = 6.05 11.04 662.12 2.14 0.79 701 198.64 503 Tc (overland) = CC(L1 *NTS ^oe) ^0.6) pas ( 0= 0.79 Ct = 0.15 5 300 3.18 1.17 472 90 382 L1 = Length d Overland Ray Hddn g = 11.40 10 600 2.24 0.83 665 180 485 N = average facto' of overland wetland flow (.4 fcr average Bass Corer) 15 900 1.77 0.65 735 270 465 S = average slope of wedand flvy 20 1200 1.45 0.54 763 360 403 Tc (gutter) = Length (ft.)/Velocity M. /sec.)/63 25 1500 1.21 0.45 770 450 320 8 - Bottom width of gutter er ditch 3o 1800 1.04 0.38 777 540 237 Z1 = Inverse of cross slope one of ditch 35 2100 0.91 0.34 781 630 151 Z2 = Inverse of cross slope two of ditch 40 240o 0.82 0.3o 794 720 74 d = depth of flow in gutty (estimate, check estimate with Flow) 45 270o 0.74 0.27 799 810 -11 Area= d*B +d ^ 22 *(Z1 +Z2) 50 3000 0.68 0.25 809 900 -91 Wetted perimeter = B d+( 1 /sin(atn(1/Z1)) +1 /sln(am(1/Z2))) 55 3300 0.64 0.24 832 990 -158 Hydaullc Radus = R = Area/Wetted Perimeter 60 3600 0.61 0 23 861 1080 -219 Velocity = 1.486/n *R ^ .667*5 ^ S 65 _ 3900 0.60 _ 0.22 913 1170 -257 FIowi VelocIty*Area 70 4200 0.58 , 0.21 947 1260 -313 n = 0.016 for asphalt - - - -- - -- --' 75 4500 0.56 0.21 976 1350 -374 s = Imgitudnal.slope of gutter 80 4800 0.53 0.20 983 1440 -457 85 5100 0.52 0.19 1022 1530 -508 90 5400 0.50 0.18 1038 1620 -582 95 5700 0.49 0.18 1071 1710 -639 100 6000 0.48 0.18 1103 1800 -697 DRAINAGE POND CALCULATIONS Regjired gassy swale paid storage volume = Impervious Area x .5 In./ 12 in./R. = DRYWE L FEO.JIREMENTS - 10 YEAR CESGN STORM Maximum sto age required by Bowstring = Number and type cf Drywalls Required = 399 Cu. ft. provided: 521.5 cu. ft O<I 503 Cu. ft provided: 521.5 cu, ft O<I o Sngle Double SPOKANE COUNTY ENGINEERS STOPPING SIGHT DISTANCE CALCULATIONS Date: 12— Oct -93 SAG VERTICAL CURVE Review #: 1 Reviewer: HEMMINGS Project #:P 1683 Project name: HARRIS SUBDIVISION Terrain: X Flat (General land slope 0% to 8 %) Rolling (General land slope >8 %to 15 %) Mountains (General land slope >15%) Road name: HARRIS AVE PVI station: 80 Length of vertical curve provided: Design Speed: 30 Min. Stopping Sight Distance: Entering slope (01, %): —1 Exiting Slope (G2, %): 1.64 1G2 —G1 A= 3.35 Check S>L: LI = 2S — ((400 +3.5S) /A) L1 = 71.6418 Check S<L: Curve provided is v<W'1 /Aug93 X Private L2 = A(S* *2)/(400 +3.55) L2 = 121.818 1 ROAD TYPE: • Urban /Suburban Semi— rural/Rural Public Public Local Access Local Access Arterial Collector ADT<100 Secondary 100>ADT>400 Major County Arterial ADT<400 400<ADT<750 Extension to 8 or fewer lots ADT >750 Tract 'X 50 200 Required minimum curve length: 71.6418 Too short Private Extension to 8 or fewer lots Tract 'X' W c tt Jc 6o S =.8570 d sot /01 �' �I Z qo 050 - -41. /6 Sget c ■ 8.`i ? ' C . /ot c Q, ,,,I mI Ae Dohunb st , HARRIS SUBDIVISION DESIGN CALCULATION REPORT March 8, 1994 EXPIRES 06/22/Q5 WYATT- JAYKIM ENGINEERS W. 1801 BROADWAY #110 SPOKANE, WA 99201 (509) 328 -5139 . RECEIVED JUN 0 9 1994 WOKANE pwar.ENGINEEB • _ The Harris Subdivision is a 3.3 acre tract of land located • generally south; of. Wellesly and west of Sullivan Road between Woodlawn Road on the west and McDonald Road on the east, just north of Rich Avenue within the Northwest quarter of Section 3, Township 24 N., Range 44 E, WM, Spokane County, Washington. The property is located within the Urban category and is within the Aquifer Sensitive Area (ASA) Overlay zone. PROJECT DESCRIPTION: STORM DRAINAGE ANALYSIS HARRIS SUBDIVISION This is the second phase of a two phase project. This report was submitted as part of Phase I. The type "B" drywell specified in this report for drainage basin #1 was handled in the Phase I construction plan. The '208' basin associated with Phase I, Basin #1 will be enlarged as part of the Phase Il project. The soil in this area is classified as GgA (Garrison) based on Sheet 66 of the Soil Survey of Spokane County, Washington. A copy of this sheet is attached in the appendix. The GgA soil is excessively drained and has moderately rapid permeability. Based on the Spokane County Guidelines for Stormwater Management, this soil type allows the use of the County standard concrete drywells, either type "A" or "B ". The project is divided into two drainage basins defined by proposed topography and roadway design. A map which defines these basins is included in the appendix. • ., PROJECT PURPOSE: In accordance with the Planning Department report dated. 1/21/93. (PE- 1683-92) this project lies within the ASA Overlay zone and is subject to "208': requirements. •,To)assure that these requirements are met, a stormwater drainage plan- is..required. Thisdrainage plan will determine the storm water facilities required to adequately,: handle the runoff.,from, a .ten year. design storm in post development condition. . ,?)ST c' • In accordance with the Guidelines for Stormwater Management, the "rational method" will be used to determine the peak discharges and runoff volumes for the; various basins. This method is considered adequate for basins less than 10 acres in size. Numerous graphs and charts which appear in this publication will also be used and referenced accordingly. 1 • Ca CALCULATIONS: The total basin area and the impervious basin areas used in the following calculations are summarized below. Using the # of lots divided by the total basin area, Table I in the Guidelines was used to determine the runoff coefficient. TOTAL AREA IMPERVIOUS AREA BASIN 1.12 ACRES FT2 ACRES #LOTS DU /GA C 4- 112,300 2.58 11,400 .26 7 2.71 .25 2 53,400 1.23 8,800 .20 4 3.25 .30 Drywells were designed using the guidelines identified in addendum #2 - Modified Rational Method Hydrographs. The peak flows for the two basins will be disposed of in one type "B" drywell (to be constructed in "Phase 1 ") and one type "A" drywell (to be constructed in this phase). These drywells are utilized in combination with the '208' basins to adequately dispose of the stormwater runoff. The type "B" drywell and '208' basin will be located, based on the Phase I construction plans, at the northeast corner of the Rich Avenue & Harris Court intersection. The type "A" drywell will be located on the northwest corner of the same intersection, as noted on this plan set. 2 • • DRAINAGE BASIN LAYOUT MAP . • SCS PROJECT LOCATION BASIN #1 • STORM FLOW CALCULATIONS • HAESTAD GUTTER FLOW DEPTH MODEL • '208' POND CALCULATIONS BASIN #2 • CURB INLET CAPACITY CALCULATIONS • CURB CAPACITY NOMOGRAPH • RUNOFF COEFFICIENTS (C) • RAINFALL INTENSITY CURVES • •CHANNEL FLOW NOMOGRAPH • MANNINGS, "in "'VALUES : t; AVE GRADING SHEET • ASPHALT SECTION,DESIGN & "R "VALUE RESULTS. �. VERTICAL.CURVE CALCULATIONS APPENDIX • STORM FLOW CALCULATIONS • HAESTAD GUTTER FLOW DEPTH MODEL • '208' POND CALCULATIONS • 100 0 GRAPHIC SCALE 50 100 200 ( IN FEET) 1 inch = 100 ft. 400 PHASE 11 DRAINAGE HARRIS SUBDIVISION 1 ENGINEERS e 5UR VEYORS 1. ISM smwn uo 102 fl1 m • CASE 1: OVERLAND FLOW: Ct= 0.15 n= 0.400 s= 0.032 L= 21;) Tc=11:6;k: GUTTER FLOW— CASE 2: BASIN #1 Total Basin Area= 2.58 Acres Number Units= 7 DU/GA= :1.17:113:Mht C= 0.25 Table 1, Guidelines L= 300 Gutter Length Gutter Flow Depth Assumption= 0.14 Rd. Slope= 0.0164 n= 0.016 Concrete Z= :. Inverse of Cross Slope Z/n= A= 05976 Q= AS Figure 18, Guidelines V= Tg= 99 Min T=1:7: . - Duration, Figure 2, Guidelines 1 (10 yr)= 2.42 Figure 2, Guidelines Q(10 yr) t6Ht CFS CONTROLS OVER CASE 2! Thus, Tc= 8.7 Okay!! IMPERVIOUS ONLY: C= 0.9 1= 3.18 A= 0.2617 Overland Flow Figure 3, Guidelines Min. Time of Concentration Tc<5 min (10 yr Storm) Q!=:0 75 CFS - 6 • a z Computed Results: F: Depth 0.18 ft Velocity 2.35 fps Flow Area 0.81 sf Flow Top Width 8.98 ft Wetted Perimeter 9.17 ft Critical Depth 0.20 ft Critical Slope 0.0082 ft /ft Froude Number 1.38 (flow is Supercritical) Given Input Data: Left Side Slope 0.00:1 (H:V) Right Side Slope 50.00:1 (H:V) Manning's n 0.016 Channel Slope 0.0164 ft /ft Discharge 1.90 cfs Triangular Channel Analysis & Design Open Channel - Uniform flow Worksheet Name: HARRIS SUBDIVISION Comment: GUTTER FLOW DETERMINATION - BASIN #1 Solve For Depth Open Channel Flow Module, Version 3.3 (c) 1991 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 7 • Project: Harris Subdivision Basin: #1 Designer: Hoisington Date: 3/8/94 Time Increment (min) 5 "208" Pond Width (ft) 12 Time of Conc. (min) 8.7 "208" Pond Length (ft) 85 Int. @ Tc (in /hr) 2.42 "208" Pond Area (sq. ft.) 1020 Outflow (cfs) 1 "208" Pond Perimeter (ft 194 Design Year Flow 10 "208" Pond Volume (cu. 582.75 Area (acres) 2.58 Impervious Area (sq ft) 11400 C' Factor 0.25 C 'Area 0.645 Time Time Intens Q Dev. Vol. In Vol. Out Storage (min) (sec) (in /hr) (cfs) ( cu.ft.) (cu.ft) (cu.ft) Tc 8.7 522 2.42 1.561 1092 522 570 5 300 3.18 2 05 825 300 525 10 600 2.24 1.44 1123 600 523 15 900 1.77 1.14 1230 900 330 20 1200 1.45 0.94 1288 1200 88 25 1500 1.21 0 78 1309 1500 -191 30 1800 1.04 0 67 1326 1800 -474 35 2100 0.91 0 59 1337 2100 -763 40 2400 0.82 0.53 1363 2400 -1037 45 2700 0.74 0 48 1373 2700 -1327 50 3000 0.68 0.44 1394 3000 -1606 55 3300 0.64 0.41 1436 3300 -1864 60 3600 0.61 0.39 1486 3600 -2114 65 3900 0.60 0.39 1578 3900 -2322 70 4200 0.58 0.37 1638 4200 -2562 75 4500 0.56 0 36 1690 4500 ' -2810 80 4800 0.53 0.34 1702 4800 . -3098 85 5100 . 0.52 0.34 1770 5100 : - 3330 90 5400 0.50 0 32 1799 5400 -3601 95 5700 0.49 0.32 1858 5700 -3842 100 6000 0.48 0 31 1913 6000 . -4087 "208" Drainage Pond Calculations Required "208" Storage Volume = Impervious Area x .5 " /12in /ft "208" Storage Provided 582.75 cu. ft. Drvwell Requirements - 10 yr storm Maximum Storage Required by Bowstring 570 cu.ft. Number and Type of Drywelis Required Type "A" Type "B" • CASE 1: Total Basin Area= Number Units= DU/GA= OVERLAND FLOW: Ct= 0.15 n= 0.400 s= 0.015 L= 100 Tc= 4:$ t! CASE 2: Thus, Tc= 7.0 Okay!! IMPERVIOUS ONLY: C= 0.9 1= 3.18 A= 0.20 BASIN #2 1.23 Q= CFS C= 0.3 Table 1, Guidelines Overland Flow Figure 3, Guidelines • Min. Time of Concentration GUTTER FLOW: L= 300 Gutter Length Gutter Flow Depth Assumption= 0.12 Rd. Slope= 0.0164 n= 0.016 Concrete Z= 60:9768p Inverse of Cross Slope Z/n= A= 9:449m4::: Q= 1.0 Figure 18, Guidelines V= :2 26' Tg2.2�H Min T= 7;g:,H;;., Duration, Figure 2, Guidelines I (10 yr)= 2 68 Figure 2, Guidelines Q(10 yr)= 1 CONTROLS OVER CASE 2! Tc<5 min (10 yr Storm) E Given Input Data: Left Side Slope Right Side Slope Manning's n Channel Slope...: Discharge Triangular Channel Analysis & Design open Channel - Uniform flow Worksheet Name: HARRIS1 Comment: GUTTER FLOW DETERMINATION - BASIN #2 Solve For Depth 0.00:1 (H:V) 50.00:1 (H:V) 0.016 0.0100 ft /ft 0.62 cfs Computed Results: Depth 0.13 ft Velocity 1.48 fps Flow Area 0.42 sf Flow Top Width 6.48 ft Wetted Perimeter 6.61 ft Critical Depth 0.13 ft Critical Slope 0.0095 ft /ft Froude Number 1.02 (flow is Supercritical) Open Channel Flow Module, Version 3.3 (c) 1991 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 10 Project: Harris Subdivision Basin: #2 Designer Hoisington Date: 3/8/94 Time Increment (min) 5 "208" Pond Width (ft) 8.5 Time of Conc. (min) 7 "203" Pond Length (ft) 86 Int. © Tc (in /hr) 2.68 "208" Pond Area (sq. ft.) 731 Outflow (cfs) 0.3 "208" Pond Perimeter (ft) 189 Design Year Flow 10 "208" Pond Volume (cu, f 436.375 Area (acres) 1.23 Impervious Area (sq ft) 8800 C' Factor 0.3 C "Area 0.369 1 Time Time intens Q Dev. Vol. In (min) (sec) (in /hr) (cfs) (cu.ft.) I Tc 7 420 2.68 0 99 5 300 3.18 1.17 472 10 600 2.24 0.83 614 15 900 1.77 0.65 681 20 1200 1.45 0.54 718 25 1500 1.21 0.45 733 30 1800 1.04 0.38 746 35 2100 0.91 0.34 753 40 2400 0.82 0.30 769 45 2700 0.74 0.27 776 50 3000 0.68 0.25 789 55 3300 0.64 0.24 813 60 3600 0.61 0.23 842 65 3900 0.60 0.22 895 70 4200 0.58 0.21 929 75 4500 0.56 0.21 959 80 4800 0.53 0.20 967 85 5100 0.52 0.19 1006 - 90 5400 0.50 0.18 1023 95 5700 0.49 0.18 1056 100 6000 0.48 0.18 1088 "208" Drainage Pond Calculations Required "208" Storage Volume = Impervious Area x .5 " /12in /ft "208" Storage Provided Drvwell Requirements - 10 vr storm Maximum Storage Required by Bowstring Number and Type of Drywells Required Type "A" Type "B' Vol. Out Storage (cu.ft) (cu.ft) 5571 126 431 90 382 180 434 270 411 360 358 450 283 540 206 630 123 720 49 810 -34 900 -111 990 -177 1080 -238 1170 -275 1260 -331 1350 -391 1440 -473 1530 -524 1620 -597 1710 -654 1800 -712 367 cu. ft 436.375 cu. ft. 434 cu.ft. 1 0 CURB OPENING CALCULATIONS The runoff from these drainage basins flows to low points in the curb and gutter flowline. A curb opening or inlet will be used to allow the runoff to flow into the '208' ponds and drywells. Drainage Basin #1 has the greatest amount of flow at 1.60 cfs. Assume that at Sta 2 +47, approximately 50% of design flow has been accumulated. This makes the design flow for a curb opening at Sta 2 +47, 0.80 cfs. With Figure 17 of the Guidelines (next page), entering the nomograph with an inlet height of 8" and a flow depth of 1.68 ", the length of curb opening required is 0.80/0.16 =5.0 feet for Sta 2 +47 (conservative estimate for Basin #2 as well). This means that a 5.0' curb inlet will handle 0.80 cfs on basin #1. The remaining 0.80 cfs can be handled similarly in another 5.0' curb inlet at Sta 0 +80.89. All four curb inlets shall be sized to 5.0' in length. mi r ti It 11 4 J 1.0- --. I 2 -1 - 8- -9 - 8 -7.5 6 7 - 5 ‘.2 - / - n 7 • N. 5.5 - 7 7 7 7 - 7 0 Z / / Z — . _,- I ,— 4 .... `,... 6 = c „......... , -.. 7 / 0 5 - / 0 / 0 ▪ - - 7 / Z 7-, .25 -e-3 -J _ .04 .1 5 2 -1.5 1.2 BUREAU OF PUBLIC ROADS DIVISION 'TWO, WASHINGTON. D.C. 6-41 10 >- 1- 8 6 — 2— 0 - .0 I - L - 1 HT. CURB LOCAL DEPRESSION ( ) 0 z 0- 0 li- 0 _ I- < 0 _ —3 -2 FIGURE 17 8 .7 —.6 -.5 r -.3 L.25 NOMOGRAPH FOR CAPACITY OF CURE3, OPENING INLETS AT LOW POINTS 1.6 -0.1 13 2 ; Date 4/4/84 Pavement and Roofs Earth Shoulders Drives and:.Walks' Gravel Pavement RUNOFF COEFFICIENTS.FOR STORM SEWERS ROLLING HILLY FLAT 2Z - 10Z. - OVER 10Z O 90 0.90 0.90 City Business Areas 0 SO 0.85 0.85 Laves, Sandy Soil 0 10 0.15 0.20 Lawn, Heavy Soil 0 17 0.22 0.35 Grass Shoulders 0 25 0.25 0.25 Side Slopes, Earth 0 60 0.60 0.60 Side Slopes, Turf 0 30 0.30 0.30 Median Areas, Turf 0 25 0.30 U.30 Cultivated Land, Clay and Lca_ 0 50 0.55 0.6U Cultivated Land, Sand and Gravel . . . . . . . 0.25 0.3U 0.35 industrial Areas, Light 0.50 0.70 0.80 Industrial Areas, Heavy . . . . . . . , . . 0.60 0.80 0.90 'arks and Cemetaries 1 _.10 0.15 0.25 ?la ;rounds 0.20 0.25 0.30 1 .00dland and Forests 0.10 0.15 0.20 Y..eado:S and Pasture Land U.25 0.30 0.35 * * * *SINGLE FAMILY RESIDENTIAL (Dwelling Unit /Gross Acre) (Sandy and Gravelly Soil) 0 -1.0 DU /GA 0.15 1.0 -1.5 DU /GA 0.20 1.5 -3.0 00/G4 0.25 '3.0 -3.5 DU /GA 0.30 3.5 -4.0 DU /GA 0.35 4.0 -6.0 DU /GA 0.40 ' 6.0 -9.0 DU /GA 0.60 9.0 -15.0 DU /GA 0.70 * Assumes flat lot plus one -half width of abutting street. Other configurations should be checked by combining individual runoff factors for each various surface. 6 -2 O 50 0.50 0.50 O 75 0.80 0.85 O 50 0.55 0.60 TABLE 1 { 14 1 b ri b 1111:81 LLL� =■=LL■E■LI1L ■ ■nn ■■Ei■■ ! 4 ■■ ■■.■ n ■ ■ ■ ■ ■ ■•.m■■ ■■ 1.1 ■ Ilit ■ ■ •■/ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■• ■u ■■ ■ ■ 1 111 ■. ■.. L■ L■•n■■■■ ■. ■ ■..L°. mom •• Mum Mum .... .......................... LLL' ; pm.... ::EEEnEE 'L' .� •• LL . i .. ; • 1 . ■ ��E n' ■ ■■■■■ ■ .■ ■O..■.. _ I i I E u'LLL.LE •■.mm■■ ■■■■ 1 t �'ri 1 -1 r_ • 1� • II 1111 II I � - IIiII i 111 I i " 11 I am 1 'i1 I r ii ' 1 — r 1, I t i 1 I I I I _ I: I t 1 i 1 t i -1 _. 1 •, 1, - ; I' ,! 1 I I t 1 1 1 1 I I I 1 1 1 1 1 - 1 I 1 _i i 1: I, �_I 1, I I 1 11 11 \4 I i 1 1--x�...,1 1 1 1,: i 1 1 1 I 1 1 1 1 - _ 111 1 11: 1 1 - t : i I, 1 1 1 l j - - I ; "T �:1:1.1 ! 1•!I ii'1: :11111, - '1 _ I1 �I 111 1 _ 'III 1i Ii I ! I!I � lf1 ! 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I 1 I 111 - 17 - 11 .I ,\ 1 , .1 1 ► 11 1- I -_t = ' — _L TI , I II1 I I I l :\ , I I II - j 11 I 1 •a :... •m • n ••.m mom whams ••n■..... ■ L■/L••. ..■■ mrbinummommamomm iMIrnI ■.. ....■■■ •■■ / /■/■/ /■ e.. •. • ■ ■11 L ■ E.•L■■ ■1111: ■.•:1. ..L..LLLL ■/ ■■.•.LLGL ■ /■1E ■■:E:.L . / ■L■■ ■E■ •■■■•■ ■ �E •■u ■■■■ LE■ ■•L • ■■■ 1■■ ■m2m■ ■t■■ /■■■ 1■■■■■■ ■■■■ 21 OMEN ■ -- ■■ ■ ■ ■■ ■■.U■■n• ■■ ■..■■ON// wsLIF MEW .1 gm l timA. _ , W .. �•� ■r®®.rm/■■ n .raua■ ■■■W.■. l•■.nn luan■■.R ■ngarulml■■W■N m irm1■ammumsz t � :/ 1 'I! 1 1 1 1 11 I I 1 nm� 1 1 _l i I 1 : I I KMEXAMMEMMEMEEMMO : ■L. . ■r.■n ■■■nnn mmmmowitrammommmummmm _ • !211 ' i./■■ n•nnn ■■■■m■• .!1•■► ■/■■■W.■ d lNlP n f l n:C •ui ■1un f T Ammummmemmummommunmsm Fr MINIMMFEEMMES NUN Q • • - •E•••••••••• ►..■.•■■■.•n■■ r " a'Li■ ° aP w11n l/ !■..g...n...•■ 11 I I —r r 1 r — i i 1 N__ _ 111 : • • ! • - `: • I. i; i I l l „.....:_t_ 1 11 - I I1 1 1 ' i_l ' � I I I I I I 1 I hl : I I I 1. 1 141 - 1 _ I'- -._. ' I 4 ' ! I I I : i i .,,, I - i 1 1 ,,t , 1 -I 1 �y I i: 1 :. Ii1.: - ; . j . __ l l 1 f - 1 -1 Lit 111 I11111 I11 11;,11 Il I_�l 1 I I, I 1 1 1\ 1 11 T I I f i I I i � I i ` I ^I I I_ 1 �I it 1 I 1 1 I I I ! 1 L _ 1 i l i 1 I I : 1! 1 1 1 I : 1 - 1 1 I I Cr! I I I 1 I I : , 1 1 1 1 .i I I T i T-( -I• i T- -� i- ?_ I I :J I i , I I I l I, �-T ZL I i {) I LI X 1 1 1 r. rl I r , I I 1 f ! I l , ! , 1 -� - -i ! I l j j , - - I , 1 - : - 1 - 1 I : e . :�I 1 I , : I., I 1 1 1 1 : I -r_ ;-1-I-4-1.--- : 1 1 1 1 1 I_ 1 1 1 1 1_i i� •V I I :.I ; 1 I 1 — 1 1 i 1, , -1 I- I.. _�p�_I 1 . I , 1 1 1 - _... . . ii I � - ii i: f I , I 1 i l�l i' - h - , I I l I I "I' I - 1 i I � i -I i �- II I I ll: I I I I 1 \ I I n' 1 1 1 1 , IT; I 1 I I _' I -T 1! 1 1 , 1_ __ 1 1 $$ IIti�ll � 1111 1 jII Fri l r l i. 1 i 1 ! I ! 1 1 � 1 I 1 r 11,14j I j� 6 -3 Fi aii -e_; 2 I. 1 . I : 1 : 1 • • I 1 I . :f7 o M ' I O 1 - 10000 - 9000 -8000 -6000 - 5000 - 4000 - 3000 - 2000 -1000 - 900 - 800 - 700 - 600 - 500 - 400 - 300 - 200 - 100 - 90 - 80 - 70 - 60 ..0. 00•1..0• v- ,....[: ••••11. .nSt 1400/i0...$ ..... ON: 0•0.20(A) w., ..M ..C.. COC,.:a:f., :. ••••••• IM0...» .. •,f . v. t 1. • 1 ., .t W O.CK M CAOSS %tO.0 •C.1 •1 ...It • t •OCC t }.C. I1.1 ..•0 1,.. 102•.•0..1•1 - .07 - .06 EXAMPLE 1 101 .10.900 r 1 .05 loo .0•.200 ::- -30 W •}0 1..0. • E. C.1 is Z : : :••(C: 1/0 u.10 •..• 100.0 2) ••, 00••10. :.11.•• (01 ..em •....91 ..s7 .. e 1.••••0 ...1 10• .....uE % 6 -42 Z -.30 -.02 n - Jo - 50 i :a 0170 —K • 1 / • - 30 .. ...c ..< u.. 10. TELL •pC...R 1. C.:I.0 M. .. ..t• 112C .0.0..... 70 0101 :., : 9..1 • .o. DE. • 90 0L 1••.9 s.1,01 0 r � OECD. _1 1 I - ,,erne F 3 001 110910.. .. .19u.10 • 1.02 1•0rt ••9 I al. 0o e. , .E. 0 1 W '- Z ,_ Z .'JV8 Q H 307 S _ i ._06 =. O r - _:4 W ILL O - .303 J w :002 -.50 -.40 Z Z_ 0 CL. (j) - .10 W d . W 08 Ili .07 0 0 - 2.0 - .20 .03 02 NOMOGRAPH FOR FLOW IN TRIANGULAR CHANNELS 16 IGURE I k 1 Tabie —F.:_zhness coefficients (Manning's n. fct sheet flow e:. FalioNv (:- - •.:. s- Cultiyatec: cE Residue ')ye: t:20% Residu‘ cce description 0 0 • • - n n 0. Dence 0.24 Bermudazratic 0.11 Range (natural) 0.13 Woods: Light underbrush 0.40 Dense underbrush 0.80 The n values are a composite of information compiled by Engman (1986'). • - ?Includes species such as weeping lovegrass, bluegrass, buffalo grass, blue grams grass, and native grass mixtures. 'When selecting n. consider cover to a height about 0.1 ft This is the only part of the plant cover that will obstruct sheet flow. (210-VI-TR-55, Second Ed., June 1986) 3-3 17 • RICH AVENUE GRADING SHEET STATION C/L ELEV EP ELEV DISTAN TO CE XXSLOP 15' EP ELEV I CENTERLINE? I TOP O PROPOSED l FLOW `INE I 0 99.30 1 MATCH I MATCH I MATCH MATCH 1 NA 1 99.65 I MATCH I 50 100.10 1 99.40 I 16.00 1 -4.4% 99.44 NO 1 99.84 _ I 99.34 100 100.40 100.40 16.00 I 0 0% 100, 40 _ 150 10140 I 101.5 I 1600 0.6% 101.49 I LYESL 101 .9 1 100.3 3 200 103.00 1 10330 1 16.00 1.9% 103.28 YES 103.68 10138 250 1 106.00 I 106.20 I 16.00 I 1.3% 1 106.19 I YES - 10 I 10 1 06 .4 .4 I 1055.9 .9 MATCH PHASE 1 CURBING AT STATION 2 +53.14 X -SLOPE I STREET CUT TO FL GRADE MATCH 1 0.38% 21% 1.92% 20% _1 2.18% 2.1% I 158% 2.0% ' 5.44% 57% 18 WYATT - JAYKIM ENGINEERS LEWISTON, IDAHO 83501 SPOKANE, WASHINGTON 99201 .4$ A 6 at a •. /Lr�.✓ • /z . 644ctFES ., ..- /4�6r4r7 S' s E ._ .. 22 = 7 8' . (CI-4s e ■i C .€ .' -..' 4 ‘-_ ,ee5/D tr 7eL 5 - ia 17 s LcOG E 7 . 5 I t/s E . NAVT4 WO 2c6 l (Pave /Aensk Cwt. U 01171 To GOn FIO! MOLL FREE 1-300.725 6350 JOn f- f/r. S SHEET N^ CALCULATED C -/ CHECKED BY SCA c zz - e r_i S C0�.2T /O (7, 0 00 - /S, O0C) iRee c p. / /9 0 , vo 3Z(s,Or /00 - 751) - 5 o ;;c % 4 , .cG G r 2 2, 2, _ /, 25 a 3 s A. z� / - 6. 35 - L.Sv 7' / /0 6- A 1- 6 L -e.9s �r dogs / 0, 6-12-A V64.1...te OF DATE DATE o 6 .911E L- /c o EAX TRANSMITTAL FORM • TO: WYtgrr - LJf9I/Sr/yL &rr,v : 6 M/k/ gazsrveprot FA_- i( 3? t -04-&3 EL) 3z -S Sl 3y FROM: C1-2-57:7;1 A6vgre> MINCER & ASSOCIATES FLI 4 (509) 535 -95 TEL 1 (509) 535 -9841 '..''_'YZER OF ?AGES INCLTING THIS COMMENTS : ?'_ease calf if any pages are illegible cr if-you have questions. Thank-you! (509) 535 -8841 FAX (509) 535.9589 COVER RAGE • 3120 E. Broadw■y Spokane, WashIngten iV7a2 budinger & associates geotechnicci & m:cterial engineer: DATE 3 - ¢ _ r? F.0 3udInger PE Slecren D. Burchett EIT John E. Finnegan EIT NARR15 C EAR • 4.4 K ANE, 2k I K 22 1 W 20 O 15 16 F fa a '? th. 7 • 5 V F- Y f W 2 i 4 0 Ri^SIST,AHC� vAL c c7AMPI Z 4 v a 12 '4 lea •.a 2a R vA L. cu A"' q:OG3 7 � X UL7ATION p s—ec RE R - VA 1- c ANT E X PAti °i1Ur� PRCteGnFze = Gf= xc4 ATiON PRES'SGRE (941) 8co 700 600 500 400 300 200 100 1 22 24 2+l I I i CO'/5R THIC- 0 3`1' 2X1='ANe :o1-. (“--1) SPECIMEN A EyC CAOA`"IGr1 pRG'c64u.Zs !p eg ) 1 223 _ , 1 456 X4`3 G'SPA1 DIAL (.0001 " ) 10 1 '12 15 18 EXPAN3lON PRESSUFZE(ps- ) 52 65 78 Rwsl5TA1JGE I - 4E ("R") 9 17 I 34 47 1 /. v10leTuFrE ,AT `i'3' T5.S2. 14.51 15,00 12.794 D RY o1"h151TY A' `=e`(pcfi 114.5 119.0 ; 120.4 1 ;21. I 2'2 H /A• budinger & associates geolec'ncol & mclegcI engineers �O 5 #'L 9 I —I I T00 WYATT - JAYKIM ENGINEERS , LEWISTON, IDAHO 83501 SPOKANE, WASHINGTON 99201 vas c i_ .1/47..c.) t4 .s.° 6 -1.-f T /J /S 6--arn /0"\-' K, R 5 c . ,, 1 .. :;z \r mA 1 S srcn1:u5-7 (Padded) /nc»a /e• .sal 01171 o OilerFNTCLL RE »: - 3v M , 9-' 3, lzco > 'i47 <- 3.5 (Zo /.-�C: �< -G .he; Ad t rA,r' J S ✓ r L. -45 :/� Tom 6 G 5 N^ OF CALCULATED BY S DK DATc D-ECKED BY DATA cr r, c / // = -Y 2 r 05,,fro 4 /v 3• (2 co /6 rf+Sc o /z 2 o 0 7 5 /. 9,D 5 - 7%i-de' L= - .ti _ .: C-- - 5. 57, ° CJ Design controls— passing sight distance. Design values of crest vertical curves for passing sight distance differ from those 101 stopping sight distance because of the different height criterion. The general formulas 1 and 2 apply, but the 4.25 -ft height of object results in the following specific formulas with the same terms as above: 2 When S is Icss than L, 1. _ AS 3,093 When S is greater than I_, L = 2s — 3,093 For minimum passing sight distances, - fable 111 -5, the iequircd lengths of crest vertical curves are substantially longer that those for stopping sight dis- tances. The extent of difference is evident by the values of K, or length of ver- tical curve per percent change in A, for passing sight distances shown in Table 111 -41. These lengths arc 7 to 21 times the lengths necessary for slopping sight distances. Generally, it is impracticable to design crest vertical curves to provide for passing sight distance because of high cost where crest cuts are involved and Design Speed (mph) 20 25 30 35 40 45 50 55 60 65 70 1lfininuun Passing Sight Distance, Rounded for Design (ft) 800 950 1,100 1,300 1,500 1,650 1,800 1,950 2.100 2,300 2,5(X) ) Rate of Vertical Curvature, K," Rounded for Design (length (I1) per percent of A) 210 300 400 550 730 890 1,050 1,230 1..110 I .721) 2,030 'Computed from rounded values of minimum passing sight distance. Table III -41. Design controls for crest vertical curves based on passing sight distance. (5) (6) the difficulty of fining the required long vcitical curves to the terrain. partic- ularly for high -speed roads. Passing sight distance on crest vertical curves may be feasible on roads with an unusual combination of low design speed and gentle grades or higher design speeds with very small algebraic differ- ences in grades. Ordinarily, passing sight distance is provided only at places where combinations of alinement and profile do not require the use of crest vci tica l curves. Sag Vertical Curvesy? At least lour different criteria for establishing lengths of sag vertical curves are recognized to some extent. These are (1) headlight sight distance, (2) rider comfort, (3) drainage control, and (4) a rule -of -thumb for general appearance. Headlight sight distance has been used directly by some authorities and for the most part is the basis for determining the length of sight distance used herein. When a vehicle traverses a sag vertical curve at night, the portion of highway lighted ahead is dependent on the position of the headlights and the direction of the light beaus. General use is being given to a headlight height of 2.0 ft and a I" upward divergence of the light hc:un from the longitudinal axis oI the vehicle. ' The upward spread of the light beam provides some additional visible length but this is generally ignored. 'the following formulas show the S, 1., and A relation, using S as the distance between the vehicle and point where the I" angle of light ray intersects the surface of the roadway: AS' When S.is less than•L, :fj 400 -I- 3.5S 400 + 3.5S (8) When S'is greater than 15,=L = 2S — A ( 7) where: L = length of sag vertical curve, ft; S = light beam distance, ft; and A = algebraic difference in grades, percent. For overall safety on highways, ❑ sag ve' tical curve should he long enough so that the light beam distance is nearly the same as the stopping sight dis- tance. Accordingly, it is pertinent to use stopping distances for different design speeds as the S value in the above formulas. The resulting lengths of vertical curves for the upper value of the range of stopping sight distances for each design speed are shown in Figure 111 -43 with solid lines using rounded K values as was done l crest vertical curves and the dotted line for K = 84.2 being an unruttnded value for 45 mph for comparison. Figure 111 -44 provides 292 AILS7/71 1 - - Gee rurui, llr.wi:n u/ l/i,xlnru rv un,l Snrrn h]rmrnl.■ ty 11r.1i,tn 293 (lua»ad) v • sape49 u) aauaJall to DIP-HOOD/ for sag conditions. The values determined for crest conditions appear to be > generally suitable tin sags. Lengths of sag vertical curves, shown as vertical , V ' = lines in Figure III -43, are equal to 3 times the design speed. Sag vertical curves shorter than the lengths computed from Table 111 -42 i c may be justified for economic reasons in cases where an existing clement, 8 values for small values ul A, but the differences are not significant. Table III -42 shows the range of computed values and the rounded values of K selected as design commis. The lengths of sag vertical curves on the basis of ai the design speed values of K sue shown by the solid lines in Figure III -43. It is to be emphasized that these lengths are minimum values based on design Speed, longer eu1 ves arc desk ed wherever feasible, but special attention to 3 drainage must he exercised whsle a K value in excess of 167 is used. Minimum lengths of verlicdl curves tin Hal gradients also are recognised `• a t s , m such as a structure not ready for replacement, controls the vertical profile. In ,�, > Cci lain cases 1 :Imps S also be designed with shorter sag vertical curves. El w m Fixed soul CC lighting is desirable in These cases. For street design, some engi- o ( 'leers accept design of a sag or crest where A is about I percent or less without `p a Icn It u1 ca]culaled vcl lira] call lit' I lowevet, field modifications during con- N sli tt ton usually aesull 111 tonsil 11t11111 the equivalent to a vertical curve, even g B 11 shot I. E C O 0 L - C 0) co N 0 \ \ ,I A ssnmcd Stopping Sight Rate of Vertical Curvature, K • I Design Speed for Coef iciuO Distance (length (ft) per percent of A) Speed Condition of Friction Rounded for Rounded for co •� N oc 2" In Onph) r Design (ft) Computed' Design 7 m ! 20 - 20 -20 040 125 -125 14.7 -14.7 20-20 25 24 -25 0.38 150.150 21.7 -23.5 30-30 30 28 -30 0.15 200 -200 30.8-35.3 40-40 35 32 -35 11.14 225 -250 40.8 -48.6 50.50 40 36 -40 0 32 275 -325 53.4- 65.6 60 -70 45 40 -45 (1.31 325 -400 67.0 -84.2 70 -90 50 44 -50 0.30 400-475 82.5- 105.6 90 -110 55 48 -55 0 311 450.550 97.6 -126.7 100 -130 611 82 611 11, 335 650 116,7(53.1 121-160 6'1 ',1 61 11,:11 5111.711 1 29.0.178.6 131 -180 70 58 -711 11,28 625 -850 147.7 -211.3 150-220 11vnr utugnncd ,ante, ul slopping %iglu divines Table III -42. Design controls for sag vertical curves based on stopping sight distance. • ' (Joins sheet 57) (Joins sheet 75) SPOKANE COUNTY, WASHINGTON — SHEET NUMBER 66 R. 4 .: Scale 1.20 000 ° IO0 Feet 'Flyi:iVn:rti'. INTERNA'fOKF_ J PROJECT 5 ,'I* g i5 (tie G JOrc.,� PEA ki w; +! CAR-A(Ce- of e«t4 -4- 114c D -Lp gp • itro Ka2T A'1. 6 c Jev 5)0€ /PiCA ti P. N6 Coe 0 S,1E w - c 444 004AL , Q0 rd - 43 /-vo K,•►a Mgrs 41 Ate Darr r,.A �d 60-0 6(zeoee- To 74-6- iVe(trii (AVe.vT Vi-14 F A VE 01 12_ F0Nich4) 2 . / 0 - z 2 ") Avg MK 'me S io -43 A s S sM C-t i S /4104 ! O- r z -mot -s NO. EVA 15T ADDITION 600K 13 OF PLATS PAGE 40 DATE 0 BY 25 APPR. 50 I Q 0 r, e I 0 0 SCALE: 1" 50' 1 100 7 EVA A DITION 600K 12 qF Pf PAGE 55 EVA 2ND ADDITION GOOK 13 OF PLATS PAGE 56 REVISIONS 0 T O A AA i� i 4 I 0 1 i -f N 1 FD. PIPE / I / R IGH AVE 5TEVICK ADDITION ROOK 1 OF PLATS PAGE 80 BA5I5 OF BEARING: WEST LINE OF THE EAST 394.00 FEET OF GOVT LOT 3 co co FD. PIPE FD. PIPE 589'12'46 "E 588 ° 07'35 "E \\ \` FD. PIPE \ g ,, \ \. o) FD BOLT 48.16' �� N89°06'00" W R1. 47.92' SURVEY PROCEDURES BEARINGS ARE BASED ON THE CENTERLINE OF RICH AVENUE A5 SHOWN PER PLAT FILED IN BOOK 12, PAGE 55 BEARINGS AND DISTANCES 51-1OWN HEREON ARE BASED ON A SERIE5 OF CHECKED MEASUREMENTS MADE WITH A LIETZ SET 4 TOTAL STATION BY WYATT- JAYKIM ENG INEERS, INC., IN JAE 1993 CLIENT PROJECT MANAGER PROJECT ENGINEER u k 253.54' NORTH LINE OF THE SOUTH ONE -THIRD OF GOVT LOT 3 394.06' 369.22' EAST LINE OF THE WEST 253.41 FEET OF THE EAST 394.00 FEET OF GOVT LOT 3 253.44' at 31 N89 ° 06'00 "W APPROVED DY 345.91' 11 11 36 X NORTH 1/4 SECTION 3 FOUND 6RA55 PIN IN 11/2" PIPE IN MONUMENT CASING AND 3 RP'S PER 1300K 48 OF SURVEYS PAGE 95 369.06' DATE DESIGNED BY DATE DRAWN BY DATE CHECKED BY 0 110.67' 20' `' ett 0 qtr O O 8 10' WIDE ,) UTILITY J 10' 20 j EASEMENT 25 1 �- - - k 726- --I I . L.G.= 31.74' 90.29' - M 0.90'55 24" EXISTING WIRE FENCE R1= EVA ADDITION PER BOOK 12 OF PLATS PAGE 55 R2= EVA FIRST ADDITION PER BOOK 13 OF PLATS PAGE 40 R3' EVA 2ND ADDITION PER 1300K 13 OF PLATS PAGE 56 DATE DATE DATE --1 25' , O O a0 `0 25' 3 O ae I 25 . \ N 0 N cd N 00 0 O O ( 1 5' 5' DEDICATION FOR ROAD PURPO5E5 1 5' FOR FUTURE ACQUISITION AREA 25' R1° N89'06'00"W 346.13' ____- -�FD. REAR p AT SE CORNER GOVT LOT 3 LEGEND • FOUND I" PIPE, UNLESS NOTED OTHERWISE O SET 5/8" REBAR WITH PLASTIC GAP MARKED "L5 22961" en Aar u at oil 291 2 Lair W. 1801 BROADWAY, #110 SPOKANE, WA 99201 aZ: a ir.. ruse tar . - -- , ENGINEERS o SURVEYORS DEDICAT AND DECLARATION KNOW ALL THE5E MEN BY 71-E5E PRESENTS, THAT MICHAEL ETHAN HARR15 AND LIDA ROSE HARRIS, 1-W/515AND AND WIFE, AND THAT WILLIAM HENRY ALBAGH AND EVELYN ELIZABETH ALBAC -I, HUSBAND AND WIFE, HAVE PLATTED INTO LOTS, BLOCKS AND STREETS TI-E LAND SHOWN HER TO BE KNOWN A5 HARRIS 5UBDIVI5 PHASE I, 5A ID LAND BEING DESCR A5 FOLLOWS ThE EAST 394.00 Fttf OF THE 50UTH ONE -THIRD OF THE EAST 1038 FEET OF GOVERMENT LOT 3 IN SECTION 3, TOWNSHIP 25 NORTH, RANGE 44 EAST, WILLAMETTE MERIDIAN, LYING NORTH OF TFE 5OUTH .30 Ftt 1: EXCEPT THE WEST 23.4 Ftt THEREOF; AND EXCEPT THAT PORTION OESCRIBED A5 FOLLOWS= BEGINNING AT A POINT ON TI-E WEST LINE OF MCDONALD ROAD WHICH 15 7.00 Ftf1 SOUTH OF TIE NOR TH LINE OF 5A ID SOUTH ONE -THIRD OF GOVERMENT LOT 3= TIETNCE NORTHERLY, ALONG SAID WEST LINE, 7.00 FEET THENCE WESTERLY ALONG SAID NORTH LIME TO A POINT WHICH 15 394.00 F tEI WESTERLY, 1E-A5URED AT RIGHT ANGLES, FROM THE EAST LIIE OF 5A ID GOVERMENT LOT 3= THENCE 5OUTIEA5TERLY TO TFE POINT OF BEGINNING: AND AL50 EXCEPT MCDONALD ROAD= 5ITUATE IN THE COMITY OF SPOKANE, STATE OF WASHINGTON. 5013,lECT TO RESER VATIONS OF RECORD A5 CONTAINED IN SPOKANE COUNTY AUDITOR'S FILE NUI3ER 5 567397 AND 73447M. THE PLATTORIS/ DO HEREBY DEDICATE TO 5POK»E COUNTY, FOR PI.IBLIC USE FOREVER, THE FIVE FOOT WIDE 5TR ALONG MCDONALD STREET, TOGETHER WITH THE AREA LYING 5OUTHEA5TERLY OF TIE 20' RADI(15 LOCATED AT THE 5OUTFE'A5T CORNER OF LOT I, BLOCK 1, A5 RIGHT OF WAY FOR ROAD PURPO5E5 A5 SHOWN HEREON. UTILITY EASEMENT5 ARE HEREBY GRANTED TO TIE 5ERVING UTILITY COMPANIES OVER A TEN FOOT WIDE 5TRIP LYING 5 I- Lt.1 WEST OF AND PARALLEL TO TIE WEST RIGHT OF WAY OF MCDONALD ROAD. I. ROAD IMMROVEMENT DI5TRIGT TIE OWNERI51 OR 5UGGE550(05) IN INTERE5T AGREE TO AUTHORIZE THE COMITY TO PLACE THEIR NA/E15) ON A PETITION FOR TFE FORMATION OF A ROAD IMPROVEMENT 0I5TRICT (RID) BY TIE PETITION IETHOD PURSUANT TO CHAPTER 36.88 RGW, WHICH PETITION INCLUDES TIE OWNER(5I' PROPERTY, AND FURT1-ER NOT TO OBJECT, BY TIE SIGNING OF A BALLOT, TO THE FORMATION OF AN RID BY THE RESOLUTION METHOD PURSUANT TO CHAPTER 36.88 RGW, WHICH RESOLUTION INGLIIDE5 TIE OWNER (5) PROPERTY. IF AN RID 15 FORMED DY EITHER TIE PETITION OR RESOLUTION IETHOD A5 PROVIDED FOR IN CHAPTER 36.88 RC W, TIE OWNER(5) OR 5VC.GE550R(51 FURTHER AGREE (11 THAT THE IffROVE.ENT(51 OR CONSTRUCTION CONTE/MATED WITHIN THE PROPOSED RID 15 FEA5IDLE (2) THAT TIE BENEFITS TO BE DER IVED FROM THE FORMATION OF 11-E RID BY THE PROPERTY INCLUDED THEREIN, TOGETHER WITH TIE AMOUNT OF ANY GOWTY PARTIC EXCEED TIE CO5T AND EXPENSE OF FORMATION OF' THE RID: AND (3) THAT TFE PROPERTY WITH THE PROPOSED RID 15 SUFFICIENTLY DEVELOPED. PROVIDED FURTHER THAT THE OWNE05) OR 5000E55O10) SHALL RETAIN THE R IGHT, A5 AUTHORIZED LANDER RC 36.88.090, TO OBJECT TO ANY A55E55MENT(5) ON TIE PROPERTY A5 A RE5LLT OF TFE IMEROVEJENT5 GALLED FOR IN GONJAGTION WITH TFE FORMATION OF AN RID B EITHER PETITION OR RESOLUTION METHOD UNDER CHAPTER 36.88 RGW, AND TO APPEAL TO TIE SUPERIOR COURT TFE DEC I5ION OF THE BOARD OF COMITY GOMNI55IONER5 AFFIRMING TIE FINAL A55E55/ENT ROLL.. IT 15 FURTHER AGREED THAT AT SUCH TIME A5 AN RID 15 CREATED OR ANY ROAD IMPROVEMENT PRO,JEGT 15 SANCTIONED BY SPOKANE COUNTY, THE DEROVEMENTS REQUIRED (CURB, SIDEWALK, DRAINAGE CONTROL AND PAVING) WILL BE AT TFE SOLE EXPENSE OF THE UNDERSIGNED O WNER(SL THEIR -E IR, GRANTEES AND A55 IGN5 WITHOUT PAR TICIPAT ION BY SPOKANE COMITY. THE RID WAIVER CONTAINED IN THI5 AGREEMENT 5HALL EXPIRE AFTER TEN 1101 YEARS FROM TFE DATE OF EXEG)/TTION BELOW. HOWEVER TFE OWNER(5) OR SUCCESSOR (5) AGREE THAT IF MID RID WAIVER EXPIRES WITHOUT CON5TRIJGTION OF ThE REQUIRED l,fROVEN6EJJT5, TIE OWNER(5) OR SUCCESSOR'S/ AGREE TO CONSTRUCT THE REQUIRED IMPROVEMENTS AT THEIR OWN EXPENSE, PA Y TO SPOKANE COUNTY THE THEN E5TIMATED GO5T OF THE REQUIRED IMPROVEMENTS TO ENABLE THE GOIANTY TO COMPLETE THE 5AME, OR FURNISH A BOND OR OTHER SECURE METHOD SUITABLE TO THE COMITY (WHICH MAY INCLUDE TFE EXECUTION OF ANOTHER RID WAIVER AGREEMENT) PROVIDING FOR OR SECURING TO TIE COMITY THE ACTUAL CONSTRUCTION OF THE IMPROVEMENTS. ALL OF THE REQUIREMENTS OF T1-1I5 AGREEMENT SHALL RUN WITH TIE LAND AND SHALL BE BINDING UPON T1E OWNER(5), THEIR 5tLGE550R(5) OR A55IGAMSL THI5 PROVISION 15 APPL ICABLE TO MCDONALD ROAD. 2 BUILDING SETBACK 5IDE YARD AND REAR YARD SETBACKS SHAL1. BE DETERMINED AT TFE TIME BUILDING PERMITS ME REQUESTED 111-E55 THESE SETBACKS ARE SPEC IFICALLY DRAFTED ON 11-115 FINAL PLAT. TFE 5ETBACK5 INDICATED ON THIS PLAT MAY BE VARIED FROM IF PROPER ZONING APPROVAL5 ME OBTAINED. 3. PUBL WATER SYSTEMS THE PUBLIC WATER SYSTEM, PURSUANT TO TIE WATER PLAN APPROVED BY COMITY AND STATE HEALTH AUTHOR 171E5, THE LOCAL FIRE PROTECTION DIS TRICT; COONTY BUILDING AND SAFETY DEPARTMENT AND WATER PURVEYOR, SHALL BE INSTALLED WITHIN THI5 51.1501V1510N AND THE APPLICANT SHALL PROVIDE FOR INDIVIDUAL DOMESTIC WATER SERVICE A5 WELL A5 FIRE PROTECTION TO EACH LOT, PRIOR TO TFE 5ALE OF EACH LOT AND PRIOR TO ISSUANCE OF A BUILDING PERMIT FOR EACH LOT. 101 TRAIN RD. LEWISTON, ID 83501 5EG T ION INDEX X T. 25 N., R. 44 E. GOVT LOT 3, SECTION 3 4. PRIVATE WATER SYSTEMS USE OF PRIVATE WELLS AND WATER SYSTEMS 15 PROHIBITED. 5. PUBLIC SEWER CONNECTI EACH NEW DWELL MIT SHALL BE DOUDLE - PLAM3ED FOR CONNECT ION TO FUTURE AREA WIDE COLLECTION SYSTEMS. 6. ON - SITE SEWAGE SYSTEM SIIB.. GT TO SPECIFIC APPLICATION APPROVAL AND ISSUANCE OF FERMI T5 BY THE HEALTH OFFICER, THE USE OF AN ON -51TE SEWAGE SYSTEM MAY BE AUTHOR IZED. 7. UTILITY LOCAL IMPROVEMENT DI5TRIGT TI-E OWNERI5) OR 5UCLE550R(5) IN INTEREST AGREE TO AUTHOR THE COUNTY TO PLACE THEIR NA1E(5) ON A PETITION FOR THE FORMATION OF IA.10 BY PETITION METHOD PURSUANT TO RGW 36.94, WHICH PETITION INCLUDES THE OWNER15T PROPERTY: AND FIRTFER NOT ID OBJECT BY THE 5I6NING OF A PROTEST PETITION AGAINST THE FORMA T ION OF A LL ID BY RESOLUTION METHOD PURSUANT TO RGW CHOPPER 36.94 WHICH INCLUDES TIE OwNERISY PROPERTY. PROVIDED, THI5 CONDITION SHALL NOT PROHIBIT THE OWIER(5) OR 5UCCE550R(5) FROM OB,ECTING TO ANY A55E551ENT(5) ON TFE PROPER A5 A RESLT OF I /FR O VEMENf5 GALLED FOR IN GON ANICTION WITH THE FORMATION OF A UL ID BY EITHER PETITI OR RESOLUTION METHOD LWER RGW CHAPTER 36.94. 8. STORM DRAINAGE TIE OWNER5 OF LOT 1 OF BLOCK 15HALL BE FELD RESPONSIBLE FOR KEEPING OPEN AND MAINTAINING THE PATH OF TIE NATURAL OR MAN - MADE DRA INAGE FLOW OVER AND ACROSS TIE PROPERTY. TFE LOWEST BUILDING OPENING, INCLUDING BASEMENT OPENING, FOR ANY NEW BUILDIt 5 ON LOT I BLOCK I SHALL BE HIGH ENOUGH TO ALLOW A MINIM! SLOPE OF 31 AWAY FROM TIE BUILDING IN 10 FEET. ALL DRAINAGE SHALL BE ROUTED AWAY FROM TIE BUILDING TO NATURAL DRAINAGES OR OTHER LAWFUL ORAINAGE FEATURES. IN WITNESS , TI-E MD RSI DAY OF 9 A MICHAEL ETHAN HARRIS , ACKNOWLEDGEMENT STATE OF WASHINGTON) COUNTY OF SPOKANE 1 IXED THIS ON THI5 DAY PERSONALLY APPEARED BEFORE ME, MICHAEL ETHAN HARR15 MO LIDA ROSE HARR15, 11J55AND AND WIFE, TO ME KNOWN TO BE THE INDIVIDUALS DESCRIBED IN AND WHO EXECUTED THE WITHIN AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED THAT THEY 51G1ED THE SAE A5 TI-EIR FREE AND VOLUNTARY ACT AND DEED, FOR THE U5E5 PIRPOSES ! ?" IN IOfED. GIVEN UNDER MY HAND AND SEAL THE 1 r DAY OF '.. NOTARY SEAL + `�: NOTARY PUBLIC IN AND FOR 71-E STATE OF WASHINGTON RESIDING AT: MY APPOINTIENT EIRE5r IN WITNE55 AFF OF.TFE LIVERS DAY OF A WILLIAM HENRY ALBAGH ACKNO WLEDGEMENT S5 STATE OF WASHINGTON. =55 COUNTY OF SPOKANE NOTARY 5EAL' RESIDING ATE MY APPOINTMENT ae HAVE CAUSED THEIR HAVE CAUSED THEIR . 41 ,a r . c r EVELYN EI 1ZA ETH ON THI5 DAY PERSONALLY APPEARED BEFORE IE, WILLIAM HENRY ALBAGH AND EVELYN EL IZABETH ALBAGfi, HMJ58AND AND WIFE, TO IE KNOWN TO BE TIE INDIVIDUALS DESCRIBED IN AND WHO EXECUTED THE WITHIN MD FOREGOING INSTRUMENT, AND ACKNOWLEDGED THAT THEY 5 ICED THE 5ANE A5 THEIR FREE AND VOLUNTARY ACT AND DEED, FOR TFE U5E5 ,.* PLRPO5E5 1, a' IN OtED. GIVEN UNDER MY HANO AND SEAL TFE DAY OF FINAL PLAT PHASE Q HARRIS SUBDIVISIO 5 TO BE LOA R 05 HIARR15 1' S ® g. NOTAR PUBLIC IN AND FOR THE STATE WASHINGT • N i , Lclr A. SEEGEI4 pUBLIG _ r Pi C )c �,. � d y s v 5'� FILED FOR RECORD THIS DAY OF , 199_ AT M. IN B00K OF PLATS AT PAGE AT THE REQUEST OF WYATT - JAYKIM ENGINEERS. AUDITOR'S GERT IF I GATE SPOKANE COUNTY AUDITOR SURVEYOR'S CERTIFICATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SPOKA (VA 11 I OD I V I ION ORDINANCE. t . EXPI 7 SARA MARKS, L5. 22961 DATE= SPOKANE COUNTY D I V 15 I ON OF UTILITIES EXAMINED AND APPROVED THI5 17 DAY OF DEC... 1990 DIRECTOR, SPOKANE COUNTY kgTILITI SPOKANE COUNTY ENO INEER EX ' . INED AND APPROVED THI5 /4 'DAY OF 199 �✓ SPOKANE COUNTY ENGINEER SPOKANE COUNTY PLANNING DEPT. EXAMINED AND APPROVED THIS DAY OF 199_, DIRECTOR, 5POKANE COUNTY PLANNING DEPT. SPOKANE COUNTY HEALTH D ISTR IGT EXAMINED AND APPROVED THIS DAY OF 199_ SPOKANE COUNTY HEALTH OFFICER SPOKANE COUNTY ASSESSOR EXAMINED AND APPROVED THIS DAY OF 199._ SPOKANE COUNTY A55E550R BY DEPUTY SPOKANE COUNTY COMMISSIONERS THI5 PLAT WAS APPROVED AND ACCEPTED BY THE COUNTY COMMISSIONERS OF SPOKANE COUNTY WASHINGTON, ON THI5 DAY OF , 19 . CHAIRMAN, SPOKANE COUNTY COMMISSIONERS SPOKANE COUNTY TREASURER I DO 1-EREBY CERTIFY THAT THE REQUIRED TAXES ON THE HEREIN PLATTED LAND HAVE BEEN FULLY PAID THI5 DAY OF 199_, SPOKANE COUNTY TREASURER FINAL PLAT OF THE HARRIS SUBDIVISION PHASE ONE LOCATED IN A PORTION OF GOVERNMENT LOT 3, SECTION 3, T.25 N., R.44 E., W.M. SPOKANE COUNTY, WASHINGTON FOR MICHAEL HARRIS C-'OV'T ? LOT 3, SECTION 3, T25N,R44E 11/30/93 4053PLAT.DWG FILENAME: 4O53PLAT I SHT 1 OF 1 0- 417.4 4 o w . - 3 3 — -3 Ay. tri 1+ ) \ 0 , Cs 0 R N 1.41°33/ 17155.5 2_557 co z Z 0:- 0 (1) LiJ 3 LI. 21'01 C.L. 525, 5. Z Z 01,8 119+5c) N 89 .14. (..... c:>°cD.5" R. 9 io cl o [DATE 6 - /5 - '72 - I - M L2- ZA72-•C GL.0 U 0 *me 4z3 P H . No A-Z.- W ELLESLEY - t.4t2,21 Euclid Ave. NI Q 2179 — (?( • , :sr 'D Z ! • q 0 ".• • A W r C; 0 • - — 5 c.c.:. 3 5., 5 • 5 , 1 : ••i'" 0 o 3 so 4 E 3 4 4 0 2 5 /6 Ct c> A LTO N /0 4 E. 8 9 /0 ■\\ `,0 \ ' \ \ "ti, (); 1/4 c' 2 \* \ 1> •-< • \s• <1/4\ ‘,0 sEG 7 oly 1;?E'P'Roo e 'cep . T — r • 16.5' -34c, a- ta. 44 45 4-- 1 0 coP's It 5 5 '•• 25 _ < a 0 I CC 59 \ \ .5- 29 43 42 1 , i 2. 1 ' 1,.... 1 . -- Z z5.1:,-1.; 2 <T I 4 i, f1 ci 2 ‘-':..;.):::\\ I. L.. 8 x . 1 5 4. 3 •25 MICH • 0 1 r.z A " 5 S• ' e,5 " I NGT 0 N 0 R 4 3 L2 • E E:t DESCR/PT/c.),\J AVE:. N89 E AV NUE. co 0 2 IN A • 4 • 4 E R N QM L_//vElv TO MYLA st; 0 BLK2 1 :4 q ,`" 6 1 r: 8 '' 63 ,.. ■/l H *vmr".:1'% 7 '?"- A jv . co — - R 918 7 PIA HEQ,Oy: : S. 55 2 46 47 48 \ \ 0 - I G . Ray Pr i nc sfcar 9 2 •- 64 NO. 2- .5° 08'E. "f` • 8 0 -s o 0 3 4- 35 3 (--(‘; '2 _ 07 Lf ;(' • O• • • < 3 0 0 37 36 S in . •o",- Vey-- 3 r c•• 04 5 ... LOP-{(PtLLOW 1: TOFF" :4 ALL 50 • 11.1 i I < 4 v. • 2 2 s'7 I • Sid a i0 6 ROCKWELL, 1 a o 4 . , t vc?..IP4.1.1e,,72-14 51 \e' 0.7+ 8 <_CC N_N — 440 4 -0 f 0 5 ° 5 567 CO lo 0 z 0 45 Co 0 0 0 4 PC. 337+74.0 - T.P.?T 33+82 A 118° 32' Rt 57 R 100.t: T D.C) L (0 EVA 151" Aflfl!T/ON FLAT 13/40 0 7 EVA 2ND AflflJTJON FLAT 13/3 EVA A!T/ON 9 LAT 12/55 RICA AVE EAST LINE OF THE WEST 644 FEET OF THE EAST 1038 FEET OF GOV LOT 3 �\ FIRE HYDRANT 0 N 41.60' FQ' EDGE OF ASPHALT vn CN e 0 o 0 0 0 z r, Q • 0 r 20' )6- 5' N 030 Q 0A • 102 47. LEGAL DESCRIPTION THAT PORTION OF THE EAST 1038 FEET OF THE SOUTH ONE THIRD OF GOVERNMENT LOT 3, SECTION 3, T 25 N, R 44 E, WM, LYING EASTERLY OF THE WEST 644 FEET AND NORTH OF THE SOUTH 30 FEET; EXCEPT THAT PORTION DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WEST LINE OF MCDONALD ROAD WHICH IS 7.00 FEET SOUTH THE NORTH LINE OF SAID SOUTH ONE -THIRD OF GOVERNMENT • LOT 3; THENCE NORTHERLY, ALONG SAID WEST LINE, 7.00 FEET; THENCE WESTERLY, ALONG SAID NORTH LINE, TO A POINT WHICH IS 394.00 FEET WESTERLY, MEASURED AT RIGHT ANGLES, FROM THE EAST LINE OF SAID GOVERMENT LOT 3; THENCE SOUTHERLY TO THE POINT OF BEGINNING; . AND EXCEPT MCDONALD ROAD; SITUATE IN SPOKANE COUNTY, STATE OF WASHINGTON. 3( o 1.2e;177' 3f N Q 101.72' NORTH LINE OF THE SOUTH ONE -THIRD OF GOV LOT 3 1 < V o Ky LOT 4 AREA :104965F • LOT I� io' AR °101005 25. 101.72' o • LOT 2 l 1 AREA= 100005F I O 20' r ..._._ — 1 eN LOT 1 AREA= 100005F1 . a 5 R 1 To k O 101.72 J vo o / 25' 10' o ° m -0. i. �B ice- NAIL E�`i l l- 4ELT 1 75'05'44" 1 DELTA= \46'22 , • cj \� PROPOSED EDGE OF \ ASPHALT CV cO / ---100 AND NEW CURBING - , O' 50' DELTA= \ 77'45'36 N cO 10' c c \ •5 10' 10' LOT 5 AREA- • -,� • 10 ELTA° I 8'01'14: / 10' I 25 L oa �� ki o ' 8 10 72' \ 1 " , ` F ,o r . p„ i , 25' L.. 101.72' 20 101. 2' LOT A EA =1000 10' N5°0600"W 34� .1'� NORTH 5IDE OF POWER POLE. ELEVATION .ASSUMED TO BE 100.00' S&°12 394' 5 3692 � •. k 0 0 O 0 CV --f °3 20 ` 4 /i 0 /4 '4/ 5 -o- 5' If ZJ \ 0 ,O° f POOL 9f \ PROPOSED EDGE OF ASPHALT AND CURB LINE 25' • F /16 10' W 3( Q o 10' 0 r, 7' --_ 1.00 I ; ` 0 O Q 25' 63" 1 , 0 12.0 7 ---- �� 21.32 'c9 20 b 5' 5' DEDICATION FOR ROAD PURPOSES -6- FIRE 5' FUTURE ACQUISITION (ivt5 r D PRELIMINARY LONG PLAT OF THE HARRIS 5UD1VI5ION LOCATED IN A PORTION OF GOVERNMENT LOT 3, SECTION 3, TOWNSHIP 25 NORTH, RANGE 44 EAST, W!LLAMETTE MERIDIAN, SPOKANE COUNTY, WASHINGTON HYDRANT -0- 120 ------ CONTOUR LINE EDGE OF ASPHALT FIRE HYDRANT SARA MARKS L5 NUMBER 22961 FOR MICHAEL HARRIS LEGEND POWER POLE FIRE HYDRANT TELEPHONE DOX kQ , SANITARY SEWER MANHOLE 0 CATCH DA5IN MANHOLE \L- '<c) 0,1! WATER VALVE DUILDING SETDACK LINE • UTILITY RIGHT - OF -WAY LINE AREA 3.3 ACRES NUMBER OF LOTS - 11 ZONING - URBAN RESIDENTIAL - 3.5 SPONSOR - MICHAEL HARRIS EAST 12918 22ND STREET SPOKANE, WA 99216 (509) 926 -2508 SURVEYOR'S CERT IF I GATE: THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION AT THE REQUEST OF MICHAEL HARRIS. EN& INEER5 480/ NE 5T OROADWA Y #IAA S►Pc2k AAE; WA 91.20I i O'V 125-51.31 15 SCALE= 1• • 30' CONTOUR INTERVAL 2' 5EGT INDEX E 4 VF NW V4, SECTI 3 T. 24 ■., R. 44 E. , W.M ELEVATIONS ARE BASED ON AN ASSUMED DATUM OF 100.00' ON A NAIL ON A POWER POLE ON THE SOUTH RIGHT - OF -WAY OF R IGH ROAD JOB NO 4053 4053.DWG NOV. 19, 1992 ATT- 5UR VEYOR5 �I THA/N ROAD L.EWISTON ID 83501 181 746 -.6/ RECEIVED EVA 15T ADDITION 3 04— 1 : NO. DATE I BY APPR. EVA A DITION �--( O Z •e J O O R l ( 0 25 50 100 SCALE: 1" ° 50' EVA 2ND ADDITION ti Pairs P RICH AVE REVISIONS 0 N nl 2 T SURVEY PROCEDURES BA5I5 OF BEARING: WEST LINE OF THE EAST 394.00 FEET OF GOV'T LOT 3 41.60' iA � i X N ,'/ N i / ' FD. PIPE / f I :c c .n cNi cr cNi tr FD. PIPE FD. PIPE 8 \ 48.16' V . R1= 4792' Ad l +l n g, Pig BEARINGS ARE BASED ON THE CENTERLINE, RICH AVENUE A5 SHOW ER PLAT FILED IN BOOK ';15 PAD' 55 • -.. PIPE j BEARINGS AND DISTANCES SHOWN HEREON ARE BASED ON A SERIES OF CHECKED MEASUREMENTS MADE WITH A LIETZ SET 4 TOTAL STATION BY WYATT- JAYKIM ENGINEERS, INC., IN JUNE 1193 58`1I2'46 "E 588 ° 07'35 "E - 253.54' 253.44' 3 3 FD BOLT {\ \ 'N89'06'00 "W CLIENT PROJECT MANAGER PROJECT ENGINEER NORTH LINE OF THE SOUTH ONE-THIRD OF GOVT LOT 3 394.06 36'122' APP - OVED 5Y EAST LINE OF THE WEST 253.41 FEET OF THE EAST 394.00 FEET OF GOV'T LOT 3 i f N89 ° 06'00 "W 345.91' i; if 0 0 0 DATE DESIGNED BY DATE DRAWN BY DATE . CHECKED BY 20' 20' 1 369.06' L N RI. N89'0600 'W 346.13' DATE DATE DATE �I 5' DEDICATION — FOR ROAD PURPOSES 5' FOR FUTURE ACQUI5ITION 00 —WV - 25 ' RI. EVA ADDITION PER BOOK 12 OF PLATS PAGE 55 R2• EVA FIRST ADDITION PER BOOK 13 OF PLATS PAGE 40 R3• EVA 2ND ADDITION PER B00K 13 OF PLATS PAGE 56 lo 0. 0 co O O ` 'O 10' WIDE UTILITY EASEMENT --► 25 J • p z O 3 CV I° 25' o 'IN LEGEND FOUND 1" PIPE, UNLESS NOTED OTHERWISE SET 5/8" REBAR WITH PLASTIC GAP MARKED "L5 22961" EXISTING WIRE FENCE FDI EDA AT ' S }` COR GO 'T LOT 3 _ __ _ _ _ — r- Mar INN IMPW OW Elf W. 1801 BROADWAY, #110 SPOKANE, WA 99201 alit EN6 /NEEK5 ® 5Ui VEY 05 DEOICATION AND DECLARATION KNOW ALL THESE MEN BY THESE PRESENTS, THAT MICHAEL ETHAN HARRIS AND LIDA ROSE HARRIS, HUSBAND AND WIFE, HAVE PLATTED INTO LOTS, BLOCKS ANC) STREETS THE LAND SHOWN HEREON TO BE KNOWN AS HARRIS CUE:DIVISION, PHASE I, SAID LAND BEING DESCRIBED AS FOLLOWS: THE EAST 394.00 FEET OF THE SOUTH ONE -THIRD OF THE EAST 1038 FEET OF GOVERNMENT LOT 3 IN SECTION 3, TOWNSHIP 25 NORTH RANGE 44 EAST, WLLAMETTE MERIDIAN, LYING NORTH OF THE SOUTH 30 FEET: EXCEPT "S WEST 253.41 FEET THEREOF: AND EXCEPT THAT PORTION DESCRIBED AS FOLLOWS: �oN 1 iaJ (� 1,-10 7 JO Ik'C�c RI.vy � � 5 . BEGINNING AT A POINT ON TH WEST LINE OF MCDONALD ROAD WHICH 15 7.00 FEET GOVERNMENT LF NORTH OT 3 H NCENORTHERLY; C N&' - SAID NORTH LI TO A POINT WHICH 15 394.00 FEET WESTERLY , MEASURED AT RIGHT ANGLES, FROM THE EAST LINE OF SAID GOVERNMENT LOT 3; THENCE SOUTHEASTERLY TO THE POINT OF BEGINNING: AND ALSO EXCEPT MCDONALD ROAD: SITUATE IN THE COUNTY OF SPOKANE, STATE OF WASHINGTON. 51,15JEGT TO RESERVATIONS OF RECORD AS CONTAINED IN SPOKANE COUNTY ALDITOR'S FILE NUMBERS 567397 AND 734478A. TI .E PLATTOR(5) D0 HEREBY DEDICATE TO SPOKANE COUNTY, FOR PUBLIC USE FoREVER, THE FIVE FOOT WIDE STRIP ALONG MCDONALD STREET AS RIGHT 01' WAY FOR ROAD PURPOSES AS SHOWN HEREON. UTILITY EASEMENTS ARE HEREBY GRANTED TO THE SERVING UTILITY COMPANIES OVER A TEN FOOT WIDE STRIP LYING 5 FEET WEST OF AND PARALLEL TO THE WEST RIGHT OF WAY OF MCDONALD ROAD. L ROAD IMPROVEMENT DISTRICT THE OWNER(51 OR SUGGE55OR(SJ IN INTEREST AGREE TO AUTHORIZE THE COUNTY TO PLAGE THEIR NAME(51 ON A PETITION FOR THE FORMATION OF A ROAD IMPROVEMENT DISTRICT (RID) BY THE PETITION METHOD PURSUANT TO CHAPTER 36.88 RGW, WHICH PETITION INCLUDES THE OWNER(5)' PROPERTY, AND FURTHER NOT TO OBJECT, BY THE SIGNING OF A BALLOT, TO THE FORMATION OF AN RID BY THE RESOLUTION METHOD PUR5UANT TO CHAPTER 36.88 RGW, WHICH RESOLUTION INCLUDES THE OWNER(5)' PROPERTY. IF AN RID 15 FORMED BY EITHER THE PETITION OR RESOLUTION METHOD A5 PROVIDED FOR IN CHAPTER 36.88 RGW, THE OWNER(5) OR SUGGE550RI5) FURTHER AGREE= (1) THAT THE IMPROVEMENT(5) OR CONSTRUCTION CONTEMPLATED WITHIN THE PROPOSED RIO 15 FEASIBLE: 121 THAT THE BENEFITS TO BE DERIVED FROM THE FORMATION OF THE RID BY THE PROPERTY INCLUDED THEREIN, TOGETHER WITH THE AMOUNT OF ANY COUNTY PARTICIPATION, EXCEED THE COST AND EXPENSE OF FORMATION OF THE RID: AND 13) THAT THE PROPERTY WITH THE PROPOSED RID 15 SUFFICIENTLY DEVELOPED. ,PROVIDED FURTHER THAT THE OWNER(5) OR SUCCESSOR(5) SHALL RETAIN THE RIGHT, A5 AUTHORIZED UNDER RCW 36.88.090, TO OBJECT TO ANY ASSESSMENT(5) ON THE PROPERTY AS A RESULT OF THE IMPROVEMENTS CALLED FOR IN CONJUNCTION WITH THE FORMATION OF AN RID BY EITHER PETITION OR RESOLUTION METHOD UNDER CHAPTER 36.88 RGW, AND TO AP'EAL TO THE SUPERIOR COURT THE DECISION OF THE BOARD OF COUNTY :OMMI55IONERS AFFIRMING THE FINAL ASSESSMENT ROLL. IT 15 FURTHER AGREED THAT AT SUCH TIME AS AN RID 15 CREATED OR ANY ROAD IMPROVEMENT PROJECT 15 SANCTIONED BY SPOKANE COUNTY, THE IMPROVEMENTS REQUIRED (CURB, SIDEWALK, DRAINAGE CONTROL AND PAVING) WILL BE AT THE 50LE EXPENSE OF THE UNDERSIGNED OWNER(51, THEIR HEIR, GRANTEES AND ASSIGNS WITHOUT PARTICIPATION BY SPOKANE COUNTY. THE RID WAIVER CONTAINED IN THIS AGREEMENT SHALL EXPIRE AFTER TEN in YEARS FROM THE DATE OF EXECUTION BELOW. HOWEVER, THE OWNER(51 OR SUGGE55OR(51 AGREE THAT IF SAID RID WAIVER EXPIRES WITH CONSTRUCTION OF THE REQUIRED IMPROVEMENTS, THE OWNER(5) OR 'iUGGE550R(5) AGREE TO CONSTRUCT THE REQUIRED IMPROVEMENTS AT THEIR , 3VIN EXPENSE, PAY TO SPOKANE COUNTY THE THEN ESTIMATED COST OF THE '',(.:QUIRED IMPROVEMENTS TO ENABLE THE COUNTY TO COMPLETE THE SAME, OR ' IRNISH A BOND OR OTHER SECURE METHOD SUITABLE TO THE COUNTY (WHICH !MAY INCLUDE THE EXECUTION OF ANOTHER RID WAIVER AGREEMENT) PROVIDING FOR OR SECURING TO THE COUNTY THE ACTUAL CONSTRUCTION OF THE IMPROVEMENTS. ALL OF THE REQUIREMENTS OF THIS AGREEMENT SHALL RUN WITH THE LAND AND SHALL BE BINDING UPON THE OWNER(5►, THEIR SUCCESSOR/5) OR A55I6■(5)." THI5 PROVISION 15 APPLICABLE TO MCDONALD ROAD. t. Mr IL aff -. . / 1 101 THAIN RD. LEWISTON, ID 83501 iwwwwitimanditir N N z a C, �x ‘\\ ) >Q �e \,,,(, K o G ``v `,��6,„ z �d rr THE OWNER(51 OR SUGGE55OR(51 IN INTEREST A sr�t:E TO AUTHORIZE THE COUNTY TO PLACE THEIR NAME(5) ON A PETITIC N FOR THE FORMATION OF ULID BY PETITION METHOD PURSUANT TO RCW 36.94, WHICH PETITION SIGNING OF A PROTEST PETITION AGAINST THE FORMATION OF A ULID BY INCLUDES THE OWNER(5)' PROPERTY; AND FURThFR NOT TO OBJECT BY THE RESOLUTION METHOD PURSUANT TO RCW GHAPT t 36.94 WHICH INCLUDES THE OWNER(5)' PROPERTY. PROVIDED, THIS CONDITION SHALL NOT PROHIBIT THE OWNER(5) OR SUGGE55OR(5) FROM OBJECTING T:) ANY A55E55MENTI5) ON THE PROPERTY A5 A RESULT OF IMPROVEMENTS GALLED FOP. IN CONJUNCTION WITH THE FORMATION OF A ULID BY EITHER PET ITIC'4i; OR RE3OLUTION METHOD UNDER RGW CHAPTER 36.94. f` I 6-Pnicr IN`; WITNESS THEREOF, THE UNDERSIGNED HAVE CAUSED THEIR NAMES TO BE AFFIXED THI5 DAY OF 199_ 2. BUILDING SETBACKS 5IDE YARD AND REAR YARD SETBACKS SHALL BE DETERMINED AT THE TIME BUILDING PERMITS ARE REQUESTED UNLESS THESE SETBACKS ARE SPECIFICALLY DRAFTED ON THI5 FINAL PLAT. THE SETBACKS INDICATED ON THIS PLAT MAY BE VARIED FROM IF PROPER 9NING APPROVALS ARE OBTA INED. 3. PUBLIC WATER SYSTEMS THE PUBLIC WATER SYSTEM, PURSUANT TO THE WATER Pi AN APPROVED BY COUNTY AND STATE HEALTH AUTHORITIES, THE ' ..0C-AL FIRE PROTECTION DISTRICT, COUNTY BUILDING AND SAFETY DEPARTMENT AND WATER PURVEYOR, SHALL BE INSTALLED WITHIN THIS SUBDIVISION AND THE APPLICANT SHALL PROVIDE FOR INDIV DOMESTIG SERVICE-AS WELL _AS FIRE, - PROTECTION TO ;EACH LOT AND PRIOR `TO 155? ANCE. A BUILDING PERMIT FOR EACH, LOT;' jr , 4.7 L 4. PRIVATE, ,WA SYSTEMS USE OF !PRIVATE WELLS AND WATER SYSTEMS PROHIBITED. 5. PUBLIC SEWER CONNECTION EACH NEW DWELLING UNIT SHALL BE DOUBLE •• PLUMBED' FOR CONNECTION TO FUTURE AREAWIDE COLLECTION SYSTEMS. 6. ON -SITE SEWAGE SYSTEM SUBJECT TO SPECIFIC APPLICATION APPROVAL I,ND ISSUANCE OF PERMITS BY THE HEALTH OFFICER, THE USE OF AN ON -51 : :-'7W AG: SYSTEM MAY BE AUTHORIZED. J UT!! !TY L Al !MPR9V=34 (MICHAEL ETHAN HARRIS `) AGKNOWLEDGEMEkr STATE OF WASHINGTON) COUNTY OF SPOKANE J . , `55 ON THI5 DAY PERSONALLY APPEARED BEFORE ME, MICHAEL ETHAN HARRIS AND LIDA ROSE HARRIS, HUSBAND AND/ WIFE, TO ME KNOWN TO BE THE INDIVIDUALS DESCRIBED IN AND' 'WHO EXECUTE'() THE WITHIN AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED THAT THEY `. THE SAME AS THEIR FREE AND VOLUNTARY ACT AN DEED, FOR THE U5E5 AND PURPOSES THEREIN MENTIONED. GIVEN UNDER MY , HAND 'AND SEAL THE DAY OF 19 /' / rr, NOTARY SEAL: l NOTARY PUBLIC IN AND FOP THE STATEOF WASHINGTON RESIDING AT: i MY APPOINTMENT EXPIRES: FINAL PLAT HARRIS SUBDIVISION { LIDA ROSE HARRIS AECEW ED NOV 1 5 1993 SPOKANE COUNTY ENGINEER AUDITOR'S CERTIFICATE FILED FOR RECORD THIS DAY OF , 199_ AT M. IN BOOK OF PLATS AT PAGE AT THE REQUEST OF WYATT - JAYKIM ENGINEER5. SPOKANE COUNTY AUDITOR SURVEYOR'S GERTIFIGATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION I CONFORMANCE WITH THE REQUIRME =T THE SPOKANE COUNTY SUBDIVI51 RES 7/29/ SARA MARKS, L.5. 22961 DATE: SPOKANE COUNTY UTILITIES DEPT. EXAMINED AND APPROVED THIS DAY OF 199_, DIRECTOR, SPOKANE COUNTY UTILITIES SPOKANE COUNTY ENGINEER EXAMINED AND APPROVED THIS DAY OF I99 SPOKANE COUNTY ENGINEER SPOKANE COUNTY PLANNING DEPT. EXAMINED AND APPROVED THIS DAY OF 199_, i� ll'CEL t ViC, .3rOKANE COu V T'i I LAr ✓EPT. SPOKANE COUNTY HEALTH 0I5TR IC EXAMINED AND APPROVED THIS DAY OF 199_, SPOKANE COUNTY HEALTH OFFICER SPOKANE COUNTY A55E550R EXAMINED AND APPROVED THIS DAY OF 199. SPOKANE COUNTY ASSESSOR BY DEPUTY SPOKANE COUNTY GOMMI55IONER5 THIS PLAT WAS APPROVED AND ACCEPTED BY THE COUNTY COMMISSIONERS OF SPOKANE COUNTY WASHINGTON, ON THIS DAY OF , 19 CHAIRMAN, SPOKANE COUNTY COMMISSIONERS SPOKANE COUNTY TREASURER I DO HEREBY CERTIFY THAT THE REQUIRED TAXES ON THE HEREIN PLATTED LAND HAVE BEEN FULLY PAID THIS DAY OF 199_, SPOKANE COUNTY TREASURER FINAL PLAT OF THE 1510N LOG F 60VERNMEN LOT 3,G'ffON 3, T.25 N., R.44 E., W.M SPOKANE COUNTY, WASHINGTON FOR MICIHAEL HARRI5.,, &OV'T LOTS, SECT !ON 3, Il/3/93 I 405.PLAT.DWG ; FILENAME: 4053PL.AT ' t 1 SHT 1 OF 44 F Y AYfWWYYfWWYiY61466611 tYUfY " •10.1.1 "'SWI■1,IIJyWYYWdrltilYlllWl I• il,1l'01Y+bYWUYYYYYiYIYIIYWUYYWI do WYYIIUIIMfYiWIIWIi IYiIINUlYY411011i01tYU6•1.14 YYibYi4+WWudad01,IWW141® NO. DATE 140 20 120 100 APPR. BY 0 10 GRAPHIC SCALE 20 40 111111, - f - ( IN FEET ) 1 inch = 20 ft. NOTE: ANY CONFLICTING UTILITIES SHALL BE RELOCATED PRIOR TO CONSTRUCTION OF ROADS OR DRAINAGE FACILITIES. REVISIONS 80 SEAN i DESIGNED BY SEAN DRAWN BY CHECKED BY EXISTING TYPE "A CUR 12/15/93 DATE 12/15/93 DATE 12/15/93 DATE 1 Idle Y U AIe46ll lea1M11 I II wld101ix111lL 11aW1 I 1 III � � elminlYlu dWL 101 + � i 1 I 1 id1 I Inu +1.1If 1.1 11111 II�YU{YIIi161In III,11 11110 df 11+111111 I II. 1141 I I 1 I , I I I I , A I 1 1 1 1 1 1 u 1 1 1 L I I 1 1 1 1 1 � I I I n I 1 1 1 1 I I I I I I I I I I 1 1 1 J L 1 1 1 1 . 1 1 1 1 1 1 I I , 1 1 0 1 1 1 1 1 1 7 1 1 1 I � i 1 Y 1 1 I 1 1 1 1 1 I I I I 1 1 u I A I I 1 I Y 1 1 1 } I I d 1 1 1 1 1 1 1 1 I I n 1 I I I I l 1 I I w 1 ! 1 1 1 1 I I I 1 1 . 1 1 1 . 1 1 1 , 1 II II III1161iIW 11 1 u+uuWYl ul:d 1111 4111,111i1 IIe 14.1W1f111 ,111n111111 dluluduY111uII�I111e4111f11Y111ItY lY1YYlYt 11uW,In1YY�YYdIW11d Y,�If YY.IRI 104!1010101 I POWER POLE T1, B EXISTING END CURB/ CUT TO MATCH TOC EL 99.65 8 N 00 EXISTING EDGE OF ASPHALT 0 +00 EXPIRES 08!220 10' TAPER TO 18' WIDTH_ BETWEEN 0 +00 AND 0 +30 EXIST CATCH BASIN RIM EL 98.70 CR STA 0 +88.10 PROTECT —� EXIST CATCH BASIN ❑ RIM EL 98.95 0) 0) TELPED LOT 1 101.72' END TAPER STA 0 +30 tf) N O) 0) 0 +40 FUTURE UTILITY & DRAINAGE EASEMENT FUTURE '208' BASIN TBM— NAIL SET IN NORTH SIDE OF POWER POLE. ELEVATION ASSUMED TO BE 100.00' g. �6 CR STA 0 +38.61 Co EXISTING CURB 0) 0) 0) 0 +80 s — RICH STA 1 +26.72 HARRIS STA 0 +00 ENGINEERS W. 1801 BROADWAY, #110 SPOKANE, WA 99201 (509) 328 -5139 ar — 1: x11+1 nlll liIdul111111, 11 klmWIWYUUld uonYllnlu1111Y,1,1,11 me mllmuoual1,1, YYOJY1.Ieu■ull: Ieu11i. 114.11,1.1111111 1111,10 d 111101 d IIn1II111II II1w1 „omm mldLln 10,11H,1111 III ,I■11II,,■ IIIIaI'1I111,n1,11111,1 ,4l!I!! 11111 11 11111,111, 11 ou 1.11111111 11 II .I II 18' 18' cr It Q �1 _ \\ CR STA 1+64.11 FUTURE CURB DROP suFfVEYO S 101 THAIN RD. LEWISTON, ID 83501 (208) 746 -2661 1+20 7 g 'i .T' 11.00' EXISTING EDGE OF ASPHALT r 17 ' L SCMH RIM EL 101.10 CATCH BASIN 0 RIM EL 100.90 J DEVELOPER SIGNATURE APPROVAL DATE 1+60 FUTURE '208' EXTENSION FUTURE UTILITY & DRAINAGE EASEMENT CR STA 0 +37.39 FUTURE CURB DROP '208' BASIN BOTTOM EL 99.42 30' 101.72' INSTALL $ 0KANE COUNTY CLASS B” DRYWELL W/ TYPE 3 FRAME & GRATE RIM EL 99.92 O 1 DRAINAGE L— 25' TAPER — • M STA 1+80 LT. 29' ro EXISTING EDGE OF ASPHALT 2+ 00 FUTURE C 13MPLETION OF VERTICAL CURVE PHASE II I',0NSTRUCTION 0) O POWER POLE 0) If) O 2 +40 N 03 0) RICH AVENUE BEGIN CONSTRUCTION \ ' STA 2 +53.14 TOC EL 106.66 to N + ') N 0 tn W d 50' VC 6 SEE SHEET 3 (DETAILS) FOR TYPICAL X— SECTION NOTE: ADJUST PROPOSED CURB TO PROVIDE A 2% Pm X -SLOPE 00 CALL BEFORE YOU DIG!! 456 -8000 rn CO 0 (3 7. rn +W < 0 0.1 S • 115.62' p60 0 mot• N ° r rri PROPOSED TOP Oh C+ + W r) < 0 LIMITS OF PHASE 1 CURB INSTALLATION I!) O 0) O 2 +80 tr) • 0) N Pei r 5' DEDICATION FOR ROAD PURPOSES CR STA 3-4.53.48 TOC EL 117.44 END CURB THIS PHASE x, :... 3+20 HARRIS SUBDIVISION ROADWAY & DRAINAGE FUTURE 5' WIDE ACQUISITION AREA S -0 . 11 16 to HATCH DENOTES PROPOSED PAVING AREA Jr) I0 1:0 < 0 t ww U POWER POLE E---413 TELPED 25' 25' FILENAME: RICHPP FIRE HYDRANT O F`4 {11AL PUBLIC tOCUME SPOKANE CO I NTY ENGINEER'S OFFICE ORKGI�AL ppn jFCT e _ P 1 _ SUBMITTAL # RETURN TO COUNTY ENGINEER RECEIVED SPOKANE COUNTY ENGNEER RICH AVENUE 2 +53.14 TO 3 +53.48 140 120 100 PROJECT: 4053 1 SHT 2 OF 3 . ; :7" • PROJECT LOCATION COLVILLE NEWPORT SPOKANE. C. CANADA 0 SANDPOINT VICINITY MAP 0 BONARS FERRY 0 COEUR D'ALENE CONSTRUCTION PLANS FOR HARRIS SUBDIVISION RICH AVE: ROADWAY & DRAINAGE II INN 161 NM 66 IVY 1611 116 " INN MI -- - dor* 0916 IOW NMI PHASE I MR Agar AIME allilifillall 111111111016011 1•111 All 660 IMF Al MAW 61 691 lly Ms WNW iirr Mani Dm MI IBM No inteirsmilb II NI awm Ill " Viliki /ww /1M, MI All, in — IINW ENGINEERS e SURVEYORS W. 1801 BROADWAY #110, SPOKANE, WA 99201 101 THAIN RD., LEWISTON, ID 83501 • AIM 6911 AIM= 411191 NMI NM al Ill Ankraszeilb rim_aser Arnir W osier - ■I .611/ MN RNA MEW BIM 6/ .91196 IN ANEW AMIN — Affliaffir 19161111 RP= NNW /11111•1111& MI El II= AV RN Nair lin MN NI guar am MI Ill WNW 111 BIN SIMI Siff MN =V 61 PROJECT LOCATION WELLESLY AVENUE HEROY AVENUE RICH AVENUE LOCATION MAP 0 SHEET INDEX 1) OVERVIEW SHEET 2) PLAN & PROFILE 3) DETAILS 1 A NO. DATE BY APPR. REVISIONS GRAPHIC SCALE 100 ( IN izr ) 1 inch = 50 ft. ..u44.¢a.14.1 u 200 CLIENT PROJECT MANAGER PROJECT ENGINEER OM ',a "u:, m...■■ 4111 ..4 4446.4:4'144 4 uu 3L APP(.OVED DY DATE DESIGNED BY DATE DRAWN BY DATE CHECKED BY ., 1f.. 1. J. Is .a,411411.W4.6WWOL..Ja..waa.,4..., =VA A DATE DATE DATE ,.4344W4Ja.3 W4L 41111. a.. of mIN amailtiManI t ENGINEERS W. 1801 BROADWAY, #110 SPOKANE, WA 99201 at OSP r -.■-- 1 / 1 1 2.5' \ . 25' '1 RICH A�VE SURVEYOR'S 1 101 THAIN RD. LEWISTON, ID 83501 • i - - -��so —J , 1 ' I 1 \ \11 d) lkt I I � \ \•\\\\ ' >\ \ \ ° ‘ ) \ 1 I i 1 \ 1 1 r 1 r - - ___ .... ,,, .--- _....--, �\ t, , \ \ \ , _...._ ce, \\ \ \\ \ \) , \ \ ‘‘\\ \\\ \ , \ A,\k 11 i \ , \ , \\ ,\\\\%\ 1 \ \ \ \\. .. ...\\ \ \,.c \\ \ l! a 1,1H vp o4,.a Li: 4� n1.. M t.4a4u 1M ; !MINI av 411W 4 1144i.:,a14m'JW6I3 0 0 TR DOTS REPRESENT GENERAL AREA OF PHASE 1 CONSTRUCTION HARRIS SUBDIVISION GENERAL OVERVIEW - WOOD ORC 4116. ARDS Ju , 14 4 FILENAME: OVER OVERVIEW m.. 34 1 .6u L.4W daLW11111441.,i 1.1 +ma ,.,1.14.,, 141. 1.11. 1 n.,....a a... 4,21 AY" I at II 4 I .114 SHT 1 QF3 NO. I DATE 140 120 100 BY APPR. ue u,1∎Am., ..L :��.. ,,j..Id JrIt.ua I. GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. NOTE: ANY CONFLICTING UTILITIES SHALL BE RELOCATED PRIOR TO CONSTRUCTION OF ROADS OR DRAINAGE FACILITIES. REVISIONS 80 CLIENT PROJECT MANAGER PROJECT ENGINEER EXISTING TYPE "A' POWER POLE 9 1. CURB EXISTING END CURB/ CUT TO MATCH TOC EL 99.65 APPROVED D Y N co _ 8 EXISTING EDGE OF ASPHALT CJ z w =• 0i F' 0) < cnw c0 - 0) 0+00 10' TAPER TO 18' WIDTH BETWEEN 0 +00 AND 0 +30 EXIST CATCH BASIN 0 RIM EL 98.95 0) O SEAN DATE DESIGNED BY SEAN DATE DRAWN BY DATE CHECKED BY TELPED LOT 1 101.72' EXIST CATCH BASIN RIM EL 98.70 PROTECT a N O 0 0+ 40 8/10/93 DATE 8/10/93 DATE DATE FUTURE UTILITY & DRAINAGE EASEMENT FUTURE '208' BASIN END TAPER STA 0 +30 ( 0 O O Eo CR STA 0 +38.61 EXISTING CURB TBM– NAIL SET IN NORTH SIDE OF POWER POLE. ELEVATION ASSUMED TO BE 100.00' 0) 0) O 0 +80 NM MY AM MI —�- 1 .. 0 ... i PROPOSED TOP OF CURB 111' as 1/ CR STA 0 +88.10 RICH STA 1+26.72 HARRIS STA 0 +00 • v s Z' EN& /NEER5 W. 1801 BROADWAY, #110 SPOKANE, WA 99201 18' NZ moor cn O O 1 1+20 a U ) 5.0' 18' S =0.020 N M oci 0) sine VEYOR5 r 17' I– — CR STA 1+64.11 ) TOC EL 102.13 FUTURE CURB DROP ) 1 1.00' EXISTING EDGE OF ASPHALT SDMH RIM EL 101.10 CATCH BASIN Q RIM EL 100.90 DEVELOPER SIGNATURE APPROVAL DATE 1+60 : ., mow _ m m ' — .0 L SS - - - a. 101 THAIN RD. LEWISTON, ID 83501 FUTURE '208' EXTENSION CR STA 0 +37.39 FUTURE CURB DROP '208' BASIN BOTTOM EL 99.42 30' 7 PO +O �w U 0I- FUTURE UTILITY & DRAINAGE EASEMENT 101.72' INSTALL SPOKANE COUNTY CLASS "B" DRYWELL W/ TYPE 3 FRAME & GRATE RIM EL 99.92 STA 1+80 LT. 29' re EXISTING EDGE OF ASPHALT .. . ., J I" i^ l I. 'J' • ! I1 ! .IJ ' !I "' 6 Lli DRAINAGE L.. _ 25' TAPER N N M O 2 +00 POWER POLE . 00' VC 10' tri O 1 2 +40 N M 0) RICH AVENUE BEGIN CONSTRUCTION ` STA 2 +53.14 / TOC EL 106.67 N co r O + w N U 1- 1- CO � r) U Z N w 1- m cn SEE SHEET 3 (DETAILS) FOR TYPICAL X– SECTION N J w 0 U w O O 2+ 80 8 CALL BEFORE YOU DIG!! 456 -8000 LIMITS OF PHASE I CURB INSTA_LATION 115.62' a0 0 N) 0 0 PROPOSED TOP OF CURB 0) N 5' DEDICATION FOR ROAD PUF:POSES 3+ 20 HARRIS SUBDIVISION ROADWAY & DRAINAGE FUTURE 5' WIDE ACQUISITION AREA _ CR STA 3 +53.46 TOC EL 117.49 END CURB THIS PHASE ct) tf) e` POWER POL E---- ) HATCH DENOTES PROPOSED PAVING AREA m TELPED 25' 25' FIIRE HYDRANT 1EXNRES O627Jj 4 FILENAME: RICHPP RICH AVE. 0 +00 TO 3 +94,07 140 120 100 SHT 2 OF 3 NO. DATE BY APPR. Jr .Y•Y W Jr Jr 4 W REVISIONS 3 .2' IN -t UNE POND WITH SOD OR GRASS TURF DRAINAGE EASEMENT AS SPECIFIED ON PLANS DRAINAGE STRUCTURE TOP OF CURB ELEVATION GRATE ELEVATION f FLAT POND BOTTOM ELEVATION AS SHOWN ON PLANS. TYPICAL '208' POND WITH DRAINAGE STRUCTURE SECTIONAL VIEW NOT TO SCALE APPROVED BY STREET ROW UNE CURB DROP 1 F 5' J R/W SPOKANE COUNTY TYPE "A" CURB. CLIENT DATE DESIGNED BY DATE SEAN 11/4/93 PROJECT MANAGER DATE DRAWN BY DATE PROJECT ENGINEER DATE CHECKED BY DATE NORMAL GUTTER UNE ELEVATION ASPHALT PAVEMENT --- 7 _... FUTURE CURB & CURB DROP 60' ROW EXPOSE 6" CURB FACE (TYP.) CLEAN CDT ASPHALT ITIG ASPHALT PRIOR TO CONSTRUCTION s SUSI .` a a ME 18' 7' +/- EXISTING ASPHALT -- II.- EXISTING RICH AVE SLOPES TO SOUTH 2" CLASS "B" ASPHALT CONCRETE CONTAINING 5 3/4% TO 6 1/4% ASPHALT ON 8" CRUSHED ROCK TOP COURSE IN ACCORDANCE WITH WSDOT SPECIFICATIONS. VARIES TYPICAL SECTION - RICH AVENUE STA. 1+64.11 TO 3 +53.48 lailoJaaWaa NOT TO SCALE ' oar 5c- ° -. e A EMI ENGINEERS SURVEYORS W. 1801 BROADWAY, #110 SPOKANE, WA 99201 LEWISTON, ID 83501 101 THAIN RD. EXISTING ASPHALT —I-- R/W 1 DRYWELL - TYPE "A" NOTES: 1. GRAVEL BACKF1LL FOR DRYWELLS SHALL BE 1" TO 3" WASHED NATURAL GRAVEL QUANTITY: TYPE "A" — 30 C.Y. TYPE "B" — 40 C.Y. 2. DRYWELLS ARE LOCATED IN THE 208 PONDS WITH A STATION AND OFFSET FROM CENTERLINE OF STREET 3. WRAP GRAVEL ENVELOPE AND DRYWELL BARREL WITH AMOCO #4545 FILTER FABRIC IN ACCORDANCE WITH SPOKANE COUNTY STANDARDS. GRATE ELEVATION BOTTOM OF SWALE — FRAME AND GRATE, TYPE "3" CONES, SEE THIS SHE STANDARD PRECAST DRYWELLS NOT TO SCALE HARRIS SUBDIVISION PHASE 1 - RICH AVENUE .„L — Gj(AVEL BACKF1LL, SEE NOTES EEPAGE PORTS 5" x 5' -0" DIA. PRECAST CONCRETE BASE UNDISTURBED MATERIAL FILENAME: DETAIL „v41 Ami�ul� usi.ia: !flvii!,ii�.��.4110u.!J!Jli ... . intlllliuiLLWI,.SINi.iu.i.. n�i'IVYJU9i,um Beim: PiiYml. ni. W� ..uu.�ts..n�vWn.Y�i.lWlillluau J EXPIRES 06/22/ gq DETAILS 1 +64.11 TO 3 +53.48 1 SHT 3 OF 3 , 1.4f ... YI PROJECT LOCATION COLVILLE 0 NEWPORT SPOKANE CANADA VICINITY MAP 0 BONN FERRY 0 SANDPOINT COEUR D'ALENE A WW — ®. WW NNW — WW NNW NI ME NW Mkt ALA, WNW WW. WWI NOW IIIII AEI WW IN. ...� W W,mr 0Y BEI UMW — INWINNINN RN N COnSTRUCTION PLANS FOR IS SUBDIVISIOI PHASE I RICH AVE: ROADWAY & DRAINAGE N WW op.. ... ..... — — WW met If�W1i Wb..W - --- .NN e NUM ® e .. f I — .W.+ w e b /WV IN WW= "Mgr W.e WINIONI NW AMIN s WAlfr w WWWWr W. MI WW Ill NW �. now lb WI* we IN IN WEN IN /I WWW NW Nor INW ® ,..— MOW Mr ENGINEERS 0 SURVEYORS W. 1801 BROADWAY #110, SPOKANE, WA 99201 101 THAIN RD., LEWISTON, ID 83501 a r iltlidil��inu .I I � IiIV� mop , I � � �� �Ihl'�,� I I V. I Il li''i II 1,111,1111 1, I. I hhd' I I Ilk I IVdlil ld VIII I',I'InI,IIINtlJVulrlillllYhll � i I �, � ��u dYVYIItlBtlIdIYY; iIYYINIYIifIVIIWYVVYIdYYVIhItlldud11181V6Y, lYllddl! IIIYIIIYIIIVhIiIld4liVillYlY1illlllllYtlllVliWilluIIIIIIIiIVIIIVVIJIWVIIOIIIIIU VIUdia VIllmJul, J umlu llllihlullll „L;VIIVtlIId lVlll, ullll II dl, Y PROJECT LOCATION WEI i ESLY AVENUE HEROY AVENUE RICH AVENUE LOCATION MAP 0 0 OFFICIAL PUBLIC DOCUMENT SPOKANE COUNTY ENGINEER'S OFFICE PROJE=CT SUBMITTAL # GINAL •Pi683 RETURN TO COUNTY ENGINEER SHEET INDEX 1) OVERVIEW SHEET 2) PLAN & PROFILE 3) DETAILS RECEIVED DEC 1 't 1993 SPOKANE COUNTY ENGINEER LI • NO. I DATE BY APPR. 80 0 25 REVISIONS 50 GRAPHIC SCALE 100 (IN S) I. inch = 50 ft. SEAN DESIGNED BY SEAN DRAWN BY sk� CHECKED BY 200 12/13/93 DATE 12/13/93 DATE 12/13/93 DATE W4illi1111i 1,1 Olidntl1011hlbnll111! 1111 11 1111111111 11uedd111 11 I EXPIRES O6 /22/ .VA A D O O . — IA NM Wad" Was was awl/ WM All .11.11 ma. am all SWOP SIZSaaaial NW asmeteurial C HivenNE E•L'S e W. 1801 BROADWAY, #110 SPOKANE, WA 99201 (509) 328 -5139 y \N\N 1 / SOS ONEVaMis maw maw / N .aa, NW wall as NI III ee, mncn duuounal :u.un:wo:111 mu,aae:,:d,nem:mu, III., !!.lof i1,nuwI!L!! ,1nu. 1 n WI. 111 uwn::1m n��th i::1m,111:ou,u,1,4, 1 III II 1 1 o ..1■11,11,1,1 !Ili :II 1 .u1111o11 1::1111 X11.1.: uw:. I: u: 11 .1 111: a:,w,11.1 II a I, 11 ,11.1.11.11i , i.1,1■1u1:mn■: 70 0 DUI r 0181 ® ,. fat i v r` r r ,' r SUIRVIEYOFTS 101 THAIN RD. LEWISTON ID 83501 (208) 746 -2661 wi is , III ' \ '.N' \/ I .'.I 11 ))) N 1 \ \\ \\\\\ \\\\\\ l k I t I 1 \ V \ - \ \\\ \\\, \\\ . ‘r- ■ 0 ■ ■ DOTS REPRESENT GENERAL AREA OF PHASE 1 CONSTRUCTION HARRIS SUBDIVISION PROJECT OVERVIEW TRENTWOOD ORCHARDS OFFICIAL PUBLIC DOCUMENT SPOKANE COUNTY ENGINEER'S OFFICE OR AL PROJECT T SUBMITTAL # : RETURN TO OOUNTY ENGINE -ER FILENAME: OVER OVERVIEW SHEET PROJECT: 4053 1 SHT 1 RECEIVED DEC 1 it 1993 SPOKANE COUNTY ENGINEFR i�'�jtwK'�.L?Ffir G ++ . `., na^�1L•..h.. .I.:+.mwlaunue+a . n.wn++x.r eaw.. r . .......,�.........+m ...w.. 140 120 1 00 11111iIdin 1 ril.11.IW Ilj61. aYJ4w1+ i1411litlYIn1 ,1111.1o11;YN4+,1YJdn11lpal 1114•11•1 I• GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. NOTE: ANY CONFLICTING UTILITIES SHALL BE RELOCATED PRIOR TO CONSTRUCTION OF ROADS OR DRAINAGE FACILITIES. SEAN DESIGNED BY SEAN DRAWN BY CHECKED BY 1, 1, I „ 1 1 1 1 1 . 1 I l i l Y I Y I ! i I 1 1 I N I 1 1 1 1 Y 1 1 1 1 I + , 1 1 1 1 1 . J 1 1 1 . 1 1 1 . 1 1 1 n 1 1 1 1 1 1 1 II I I I I I I , 1 , 1 1 1 1 Y , d 1 1 , i 1 „ I l tl l l l I I . , 1 . , I I I I,n1I I I N. II 1,111,111', I Y 1 11111 1, I I1 1 1,1111111111.1 111nlil�l,lli YiY. IlAiY11WY4tlYtltl11+ i1Ylluli{ 111YY1. YI+ II. 1tl, Yb1Y11YJ ,IYII.u11,YM11IIYI W,1111NIIUl41 „1J.ttY liY111111uiY .IHW1,11+111.1111111 111 1'A Y 111iY EXISTING TYPE "A” CURB a1m11111n11Y 11111 111111aYlnulp1101.111.u10J I. 1,1 Ie.m, II 1.111 1.1,1 e.. I,e udYU .h ,1x.1 .,,1,,.1 POWER POLE r1.. EXISTING END CURB CUT TO MATCH TOC EL 99.65 12/13/93 DATE 12/13/93 DATE 12/13/93 DATE Q 8 EXISTING EDGE OF ASPHALT TAPER TO 18' WIDTH _ BETWEEN 0 +00 AND 0 +30 0 + 00 EXPIRES 06/22/ q5 10' EXIST CATCH BASIN ❑ RIM EL 98.95 O 0) TELPED LOT 1 101.72' EXIST CATCH BASIN RIM EL 98.70 PROTECT El END TAPER STA 0 +30 tr) N 0) 0) 0+ 40 FUTURE UTILITY & DRAINAGE EASEMENT MIR MI NW la ^Ss Allrew kr s CR STA 0 +38.61 1/ CR STA 0 +88.10 FUTURE '208' BASIN — oar — a ao EXISTING CURB TBM— NAIL SET IN NORTH SIDE OF POWER POLE. ELEVATION ASSUMED TO BE 100.00' .1A I IIII I'„ 11,1.1, II 1.1 111, 1.1 II 1IIIa. 111111 II 1111, 1 I H. II 1 +11 Pill, xll 1I.IIIJU I, I, I. 111P,, 1 II 0 +80 Er NW 10' ENGINEEE 'S W. 1801 BROADWAY, #110 SPOKANE, WA 99201 (509) 328 -5139 M 00 0) M.YMA1..1 I tip .g 18' 03 O O RICH STA 1+26.72 HARRIS STA 0 +00 18' CR STA 1+64.11 \\, I FUTURE CURB DROP 1 +20 a3' DEVELOPER SIGNATURE APPROVAL DATE VOW tel a " MI whai �� ® ”' NW - � - woo -- mow 101 THAIN RD. LEWISTON, ID 83501 (208) 746 -2661 SDMH RIM EL 101.10 CATCH BASIN RIM EL 100.90 O II 1 1 1 1 D' 1 I 101.72' 17 ' L_ — - - _ =�_ INSTALL .SPOKANE COUNTY CLASS "B" DRYWELL W/ TYPE 3 FRAME & GRATE RIM EL 99.92 11.00' EXISTING EDGE OF ASPHALT r, O 1+60 1 FUTURE '208' EXTENSION CR STA 0 +37.39 FUTURE CURB DROP '208' BASIN BOTTOM EL 99.42 30' FUTURE UTILITY & DRAINAGE EASEMENT tf) CV O STA 1+80 LT. 29' ro EXIST NG EDGE OF A. ;PHALT N N M O 2 +00 DRAINAGE 1 -0— 25' TAPER /1 0) r7 O POWER POLE RICH AVENUE - I Ui O 2 +40 115.62' BEGIN CONSTRUCTION CR STA 3 +53.46 / STA 2 +53.14 TOC EL 117.44 / TOC EL 106.79 END CURB THIS PHASE r) SEE SHEET 3 (DETAILS) FOR TYPICAL X— SECTION PROPOSED TOP OF CURB I ;j D O 0) O 2+80 ao to 0 I 1 1 / A') ° / ‘.P ti e e X -PA + Ni vt-- 01' (7 LIMITS OF PHASE I CURB INSTALLATION 0) Pr; 3+20 HARRIS SUBDIVISION ROADWAY & DRAINAGE FUTURE 5' WIDE ACQUISITION AREA 5' DEDICATION FOR ROAD PURPOSES CALL BEFORE YOU DIG!! 456 -8000 If) 1r) to HATCH DENOTES PROPOSED PAVING AREA ,e) m � 0 W U POWER POLE TELPED A l ‘ 0 1 OFFICIAL PUBLIC DOCUMENT SPOKANE COUNTY ENGINEER'S OFFICE PROJECT if P r SUBMITTAL # 3 RETURN TO COUNTY ENGINEER 25' 25' FILENAME: RICHPP FIIRE HYDRANT RICH AVENUE 2 +53.14 TO 3 +53.48 140 120 1 00 PROJECT: 4053 1 SHT 2 RECEIVED DEC 1 41993 §PPIINE CAUNYY ENGINEER Ai NO. DATE BY '1 �i�- r,- �•- a's.�^„; u-�crnsay "3�s.a .�,�,m �.�1 -„� APPR. w . *g .4/** uYlliiim 6111ALYWYY BYtl1 4011441YWIiYtJIJilaYI .2' MIN 3 LINE POND WITH SOD OR GRASS TURF REVISIONS iiiewiI ! I4 i11YLW11111. i111kiWJhIam1111 1, Y11JJ: 1111111iY, IIIiWd: IIYUiJYY111111W1111u4Y11p111111YJ11 YY: Iliililii6111r1, IIli111111d ,4YU,III!Ilu111116iIIllo 11,11Y111JU.1,,,111 III: 1.1011,,11111i VIII I,u 111:11 11 4 1111 1411: 14, 1111Y1did. 111, 1. 1.1l1111,1111,11II I,111i d 111111,, I DRAINAGE EASEMENT AS SPECIF1ED ON PLANS DRAINAGE STRUCTURE TYPICAL '208' POND WITH DRAINAGE STRUCTURE SECTIONAL VIEW SEAN DESIGNED BY TOP OF CURB ELEVATION ,,GRATE ELEVATION FLAT POND BOTTOM ELEVATION AS SHOWN ON PLANS. NOT TO SCALE 12/13/93 DATE SEAN 12/13/93 DRAWN BY DATE ? • L 12/13/93 CHECKED BY DATE STREET ROW UNE 7' CURB DROP 1 F EXPIRES oigfi J SPOKANE COUNTY TYPE "A" CURB. 1 1 1 1 , L I I J ! ! ,10,1,1,, 1 11 I,, Ina 111,1111.111,1.111, 11 n ,111 111,1,1,1111 NORMAL GUTTER UNE ELEVATION R/W R/W 60' ROW 7 EXPOSE 6" CURB FACE (TYP . ) �. ler resat" _. MboW ASPHALT PAVEMENT FUTURE CURB & CURB DROP _ .tc As NA ws. 116 W. 1801 BROADWAY, #110 SPOKANE, WA 99201 (509) 328 -5139 2" CLASS "B" ASPHALT CONCRETE CONTAINING 5 3/4% TO 6 1/4% ASPHALT ON 8" CRUSHED ROCK TOP COURSE IN ACCORDANCE WITH WSDOT SPECIFICATIONS. -�- 3'+/- .W� amosamt. - NI IN ir 14°F i 4 VJ,Yro IUUUN.L4wnIUJ,1J1•!dI: plgl,liY1etl11Y411 n,d Ib A1111111Wnro1,uln �Y111Lei1 I/1.1111111i 011,p111111 I1111, 1111■lullep■Il i n111141 u111Y166L Ih!!! linY11 Ye6nn41uLlnnulonu4 1 n., 111111mun ll,,, 11■■■ 111 18' 7' +/ PROPOSED ASPHALT PATCH CLEAN CUT EXISTING ASPHALT 15' FROM CENTERLINE PRIOR TO CONSTRUCTION 15' EXISTING ASPHALT --ow— EXISTING RICH AVE SLOPES I TO SOUTH TYPICAL SECTION - RICH AVENUE STA. 2 +53.14 TO 3 +53.48 E•NGIN ER?S' ® SUIT V/EYDR'S NOT TO SCALE x *. 101 THAIN RD. LEWISTON ID 83501 (208) 746 -2661 TO EXISTING EDGE OF ASPHALT EXISTING ASPHALT W Q M Q w CL M<C NOTES: 1. GRAVEL BACKFILL FOR DRYWELLS SHALL BE 1" TO 3" WASHED NATURAL GRAVEL QUANTITY: TYPE "A" - 30 C.Y. TYPE "B" - 40 C.Y. 2. DRYWELLS ARE LOCATED IN THE 208 PONDS WITH A STATION AND OFFSET FROM CENTERUNE OF STREET 3. WRAP GRAVEL ENVELOPE AND DRYWELL BARREL WITH AMOCO #4545 FILTER FABRIC IN ACCORDANCE WITH SPOKANE COUNTY STANDARDS. STANDARD PRECAST DRYWELLS MIMI NI III DRYWELL - TYPE NOT TO SCALE HARRIS SUBDIVISION DETAILS " A » FRAME AND GRATE, TYPE "3" SRA' E ELgvangN BOTTOM OF SWALE ONES, SE ET. THIS SHE =CI =1 \ / = 4C I GjtAVEL BACKFILL, SEE NOTES SEEPAGE PORTS 5" x 5' -0" DIA. PRE -CAST CONCRETE BASE I / 1 UNDISTURBED MATERIAL OFFICIAL PUBLIC DOCUMENT SPOKANE COUNTY ENGINEER'S OFFICE OR ( PROJECT SUBMITTAL ; L RETURN TO COUNTY ENGINEER DETAIL SHEET PROJECT: 4053 FILENAME: DETAIL I SHT 3 OF 3 RECEIVED DEC 1 it 1993 ti! COUNTY ENGINEER W. 1801 BROADWAY #110, SPOKANE, WA 99201 101 THAIN RD., LEWISTON, ID 83501 SHEET INDEX 1) OVERVIEW SHEET 2) PLAN & PROFILE A ROADWAY & DRAINAGE PLANS 'OR RIS SU IIIIASE I IVISION RICH AVE STA 2+53.14 TO STA 3+53.48 NO. I DATE BY APPR. GRAPHIC SCALE (IN FEET ) 1 inch = 50 ft. REVISIONS 200 APPROVED 5Y EVA ADDITION ni 0 z n o1 o DATE DESIGNED BY 43DATE SEAN DRAWN BY 11 4 PTE CHECKED BY DATE 8/10/93 DATE DAT N. '`1RICH A a \ 1 W. 1801 BROADWAY, #110 SPOKANE, WA 99201 'oo INEEie5 \ 25' 25' 18: 1 ■ HEAVY DASHED LINE REPRESENTS LIMITS OF PHASE I CONSTRUCTION FOR HARRIS SUBDIVISION. 5L', VEY0i5 101 THAIN RD. LEWISTON, ID 83501 ))) 1 1 „ 1 \ \ \ 1 N \ \\ \\\\ ;\\ \\ \ \\ , \\ \ \ \\;\ \ \\\\ 'ik, ii ill \ \ 1 \ s 1 \ \ \ \ \\ , \ \ \ \ \\ \ ✓N ■\\\ \\ \ ) V \ \\ \\) \ \j'\; -- -. .. -------- i ----- ' _,,,,..;... .4..1..\. . 1i L C \ -, T 7, T- -, , \ - 4 - - `. . 1 ,— -•■■•• l //r '..7 J n 0 TRENTWOOD ORCHARDS HARRIS SUBDIVISION GENERAL OVERVIEW FILENAME: OVER OVERVIEW SHT 1 OF 3 140 120 100 NO. I DATE BY I APPR. GRAPHIC SCALE REVISIONS ( IN FEET ) 1 inch = 20 ft. EXISTING CURB POWER POLE D. EXISTING END CURB/ CUT TO MATCH TOC EL 99.65 APPROVED P Y u EXISTING EDGE OF ASPHALT c0 0) 0) L L RESERVE DRAIN - FIELD TAPER TO 18' WIDTH _ BETWEEN 0 +00 AND 0 +30 CATCH BASIN ❑ RIM EL 98.95 0) 0) J TELPED m CATCH BASIN RIM EL 98.70 PROTECT N 0) 0) n SEAN 8/10/93 DATE DESIGNED BY DATE SEAN 8/10/93 D T DR WN BY DATE A m CHECKED BY Bfii DATE END TAPER STA 0 +30 t0 0) 0) CR STA 0 +38.61 FUTURE '208' BASIN CR STA 0 +88.10 Co EXISTING CURB TBM- NAIL SET IN NORTH SIDE OF POWER POLE. ELEVATION ASSUMED TO BE 100.00' 0) 0) 0) 0) PROPOSED TOP OF CURB 0) 1 O 0 18' 8 RICH STA 1+26.72Y HARRIS STA 0 +00 (o O 0 1 0 +00 0440 0480 1+20 18' CR STA 1+64.11 TOC EL 102.13 BEGIN CURB DROP S =0.020 - EXISTING EDGE OF ASPHALT SDMH RIM EL 101.10 CATCH BASIN 0 RIM EL 100.900 1+ 60 ' W. 1801 BROADWAY, #110 SPOKANE, WA 99201 SURVEYORS 101 THAIN RD. LEWISTON, ID 83501 FUTURE '208' EXTENSION 30' L I 1 7' 1 L T +0 Q - w X U O rn h Lo + (Ni v c W WO I0 N O DRAINAGE EASEMENT CR STA 0 +37.39 '208' BASIN BOTTOM EL 100.93 EXISTING EDGE OF ASPHALT N N O RESERVE DRAIN- o FIELD I 1 20' J 10' L . 2 J FIELD 1 INSTALL SPOKANE COUNTY 1 CLASS "B" DRYWELL W/ TYPE 3 FRAME & GRATE -I RIM EL 101.43 ro 24 00 0) 0 DRAIN- 1 DRAINAGE POWER POLE O 1 J (n W 55 do_ 00' VC 5' RICH AVENUE 24 40 m r- a �i U Z N W Q - W V) BEGIN CONSTRUCTION CR STA 3 +53.46 STA 2 +53.14 TOC EL 117.49 1 TOC EL 106.67 END CURB THIS PHASE 0 c0 O T 0 N FIELD SEE SHEET 3 (DETAILS) FOR TYPICAL X- SECTION a) rn a + W N 0 in W U0 G7 0 0) 0 2+ 80 1t) • • PROPOSED TOP OF CURB 0 to 0) N LIMITS OF PHASE I CURB INSTALLATION 3420 HARRIS SUBDIVISION ROADWAY & DRAINAGE wy D4 TOP= 119.7 Q J) Z W J 25' POWER POLE m TELPED 25' FILENAME: RICHPP FIIRE HYDRANT RICH AVE. 0 +00 TO 3 +94,07 140 120 100 SHT 2 OF 3 ; NO. DATE BY APPR. R/ W SPOKANE COUNTY TYPE "A" CURB. 1 REVISIONS 3 -OW .2' MIN UNE POND WITH / SOD OR GRASS TURF 7' DRAINAGE EASEMENT AS SPECIFIED ON PLANS DRAINAGE STRUCTURE FLAT POND BOTTOM ELEVATION AS SHOWN ON PLANS. TYPICAL '208' POND WITH DRAINAGE STRUCTURE SECTIONAL VIEW NOT TO SCALE 18' EXPOSE 6" CURB FACE (TYP.) PROPOSED ASPHALT PATCH CLEAN CUT EXISTING ASPHALT 1' MINIMUM WIDTH PRIOR TO CONSTRUCTION VARIES EXISTING ASPHALLT 2" CLASS "B" ASPHALT CONCRETE CONTAINING 5 3/4% TO 6 1/4% ASPHALT ON 8" CRUSHED ROCK TOP COURSE IN ACCORDANCE WITH WSDOT SPECIFICATIONS. TYPICAL SECTION - RICH AVENUE STA. 1+64.11 TO 3+53.48 TOP OF CURB ELEVATION „GRATE ELEVAllON 60' ROW NOT TO SCALE APPROVED BY STREET ROW UNE Xlas~milg .2' DATE DESIGNED BY SEAN 7' DATE DRA ll N BY J 4_ 6•1 CHECKED BY VARIES EXISTING ASPHALLT CURB DROP DATE 8/3/93 DATE I M P NORMAL GUTTER LINE ELEVATION R/ ASPHALT PAVEMENT ENGINEERS e W. 1801 BROADWAY, #110 SPOKANE, WA 99201 SURVEYORS 101 THAIN RD. LEWISTON, ID 83501 1 -0:— TYP. 4• TYP. UNLESS OTHERWISE SPECIFIED - 2' TYP. NOT TO SCALE =I =3 AVEL BACKFILL, SEE NOTES EEPAGE PORTS 1 DRYWELL - TYPE "A" NOTES: 1. GRAVEL BACKFILL FOR DRYWELLS SHALL BE 1" TO 3" WASHED NATURAL GRAVEL QUANTITY: TYPE "A" - 30 C.Y. TYPE "B" - 40 C.Y. 2. DRYWELLS ARE LOCATED IN THE 208 PONDS WITH A STATION AND OFFSET FROM CENTERLINE OF STREET STANDARD PRECAST DRYWELLS CURB NOT TO SCALE TYPICAL CURB DROP HARRIS SUBDIVISION PHASE I - RICH AVENUE FRAME AND GRATE, TYPE "3" GRATE ELEVATION BOTTOM OF SWALE ONES, SEE ET. THIS SHE 5" x 5'-0" DIA. PRECAST CONCRETE BASE UNDISTURBED MATERIAL f DRAINAGE TYPICAL TYPE *A"' CURBING 4 TYP. MESS OTHERIVISE SPECIFIED PAVEMENT CURB 2 TYP. FILENAME: DETAIL 1 EXPIRES 08/22/ vf DETAILS 2+53.14 TO 3+53,48 SHT 3 OF EVA 1ST ADDITION PLAT 13/40 l EVA 2ND ADDITION PLAT 13/56 EAST LINE OF THE WEST 644 FEET OF THE EAST 1038 FEET OF GOV LOT 3 EVA ADDITION LAT 12/55 RICH AVE \ FIRE HYDRANT 0 41.60' EDGE CF ASPHALT • 20' N C) cd X6 5 . s) } LOT AR EA =10 LEGAL DESCRIPTION THAT PORTION OF THE EAST 1038 FEET OF THE SOUTH ONE THIRD OF GOVERNMENT LOT 3, SECTION 3, T 25 N, R 44 E, WM, LYING EASTERLY OF THE WEST 644' FEET AND NORTH OF THE SOUTH 30 FEET; EXCEPT THAT PORTION DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WEST LINE OF MCDONALD ROAD WHICH IS 7.00 FEET SOUTH THE NORTH LINE OF SAID SOUTH ONE -THIRD OF GOVERNMENT LOT 3; . THENCE NORTHERLY, ALONG SAID WEST LINE, 7.00 FEET; THENCE WESTERLY, ALONG SAID NORTH LINE, TO A POINT WHICH IS 394.00 FEET WESTERLY, MEASURED AT RIGHT ANGLES, FROM THE EAST LINE OF SAID GOVERMENT LOT 3; THENCE SOUTHERLY TO THE POINT OF BEGINNING; AND EXCEPT MCDONALD ROAD; SITUATE IN SPOKANE COUNTY, STATE OF WASHINGTON. 0 12.77' < ni ' NORTH LINE OF THE SOUTH ONE -THIRD OF GOV LOT 3 • 101.72' 47. 20' 10' LOT 4 AREA :104965F 10172' o 0 LOT 2 • 1 AREA= 100005F I -0- 1 fi 0 a, 20 r • • 1 LOT 1 : j AREA= 100005FI 5' J D= 75'05 25' 10' k ° • 101 — — N co a DELTA= 46'22'20" , 1, TBM- NAIL 5ET IN NORTH SIDE OF POWER POLE. ELEVATION A55UMED TO BE 100.00' 3( 20 5 5' 10' 10' 10'. ;A: 36' 50' 50' 100 LOT 5 AREA= 102135F DELTA: \ 77'45'36" \ ELTA= 1 8'O1'14;: / ° PROPOSED - EDGE OF ASPHALT AND NEW o CURBING o 10 . 25' r CV c) cd cr 10' 589°12'03E 394' � 58°07 36926' 264 " \126:77 25' 10 6 1 2 ) ' LIO T • AR - 100.•)05F c4 0 8 10 72' I L .. 101.72' N O 101. 2' LOT EA :1000 "W �l8 9 06 00 i �o , 1 / o ,. 0* 0 0 5 CV 1 08 9 20 . ,.1 / O -0- ,\ 20' L les7 115 5' 3Q' • 1 AREA =139245F 0 115.72' LOT 11 I LOT 1)q . led POOL 4 - 1 16 3F tl- � PROPOSED EDGE OF ASPHALT AND CURB LINE l 25 10' z tu 5F O Q 2 . 5 10' 0 D FIRE HYDRANT 0 z I n ) 7' T) \ V CN 0 0 • 5' FUTURE ACQUISITION 5' DEDICATION FOR ROAD PURPOSES PRELIMINARY LONG PLAT OF THE HARRIS 5LJDIVI5ION LOCATED IN A PORTION OF &OVERNMENT LOT 3, SECTION 3, TOWNSHIP 25 NORTH, RANGE 44 EAST, WILLAMETTE MERIDIAN, SPOKANE COUNTY, WASH W6TON FOR MICHAEL HARRIS 120 PROPOSED EDGE OF ASPHALT AND CURE LINE EDGE OF ASPHALT FIRE HYDRANT LEGEND -0- POWER POLE -6- FIRE HYDRANT m TELEPHONE DOX • \ Q , SANITARY SEWER MANHOLE D ' CATCH DA5IN MANHOLE SARA MARK5 L5 NUMBER WATER VALVE DUILDIN& 5ETDACK LINE UT l L_ 1 i `1 \ I Gri 1 - OF \IA r\ Y L 1 CONTOUR LINE AREA 3.3 ACRES NUMBER OF LOTS — 11 ZONING — URBAN RESIDENTIAL — 3.5 SPONSOR — MICHAEL HARRIS EAST 12918 22ND STREET SPOKANE, WA 99216 (509) 926 -2508 5URVEYOR'5 CERTIF THI5 MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION AT THE REQUEST OF MICHAEL HARRI5. 14" 6 '� c�o cS� Nov 20 , 92. ENGINEERS • 1801 WEST BROADWAY #110 5PCKAW WA IVO, 001 3.213-5131 0 15 30 60 5GALE: 1" = 30' CONTOUR INTERVAL = 2' ELEVATIONS ARE 'A5ED ON AN A55UMED DATUM OF 100.00' ON A NAIL ON A POWER POLE ON THE SOUTH RIGHT - OF - WAY OF RICH ROAD 5EGT I ON INDEX NW 1/4, 5EGTION 3 T. 24 N., R. 44 E. , W.M. SURVEYORS COI THA/N ROAD LEWISTOt /D 8,501 O! 746-2561 Joe NO 4053 4053.DWG NOV. 19, 1992 14Fil4 PROJECT LOCATION COLVILLE 0 NEWPORT 0 SPOKANE O CANADA VICINITY MAP 0 BONN1RS FERRY 0 SANDPOINT COEUR D'ALENE ROADWAY & DRAInAGE PLANS FOR A' RIS E/V G/NEE ENGINEERS W. 1801 BROADWAY 101 THAIN RD. PHASE I IVISION RICH AVE STA 2 +53.14 TO STA 3 +53.48 e SL/RVEYORS #110, SPOKANE, WA 99201 , LEWISTON, ID 83501 PROJECT LOCATION WETLESLY AVENUE HEROY AVENUE RICH AVENUE LOCATION MAP 0 OFFICIAL PUBLIC DOCUMENT SPOKANE COUNTY ENGINEER'S OFFICE ORIGINAL PROJECT # Pi 646'3 SUBMITTAL tt I RETURN TO COUNTY ENGINEER AUG 1 2 1993 VUOIE NGRIEE1R SHEET INDEX 1) OVERVIEW SHEET 2) PLAN & PROFILE 3) DETAILS NO. I DATE I BY APPR. 50 GRAPHIC SCALE 100 0 25 50 1 ( INFEET) 1 inch = 50 ft. REVISIONS 200 APPROVED if)Y 1 EVA ADDITION 7 0 0 0 DATE DESIGNED BY SEAN DATE DRAWN BY 8443 att. DATE CHECKED BY DATE 8/10/93 DATE N ! 41 •C LD d HEAVY DASHED L ii':; REPRESENTS LIMITS OF PHASE I CONSTRUCTION FOR HARRIS SUBDIASION. EN& INEEK5 W. 1801 BROADWAY, #110 SPOKANE, WA 99201 101 THAIN RD. LEWISTON, ID 83501 5Ui VEYOi5 Y \\ ' \ \ \ \ \\ \ ��\ \ \ \� cs \ ai l )\ A �k �,\\ \ 1\ \\\\\\ \s'\\ ' \ C TIr l \ \ j 7 1 \ n 0 TRENTWOOD ORCHARDS HARRIS SUBDIVISION GENERAL OVERVIEW RECEIVED AUG 1 21993 SPOKANE COUNTY ENGINEER FILENAME: OVER OFFICIAL PUBLIC DOCUMENT SPOKANE. COUNTY ENGINEER'S OFFICE ORIGINAL PROJECT # SUBMITTAL # 1 RETURN TO COUNTY ENGINEER OVERVIEW SHT 1 OF 3 5 H 140 120 100 NO. DATE BY I APPR. GRAPHIC SCALE 20 0 10 20 40 80 I I 1 IIildY"Yl ( IN FEET ) 1 inch = 20 ft. REVISIONS EX.-STING_CURB EXISTING END CURB CUT TO MATCH TOC EL 99.65 A1'F'ROVED �Y POWER POLE Q. V t0 Oi 0) 0 o (0 0 0) 0) F- J (�W L 8 EXISTING EDGE OF ASPHALT DATE D T I RESERVE DRAIN - FIELD L. TAPER TO 18' WIDTH BETWEEN 0 +00 AND 0 +30 CATCH BASIN RIM EL 98.95 ,EFAN DESIGNED BY SEAN p . 7 CHECKED BY b TELPED CATCH BASIN RIM EL 98.70 PROTECT kt END TAPER STA 0 +30 CR STA 0 +38.61 FUTURE '208' BASIN CR STA 0 +88.10 EXISTING CURB TBM- NAIL SET IN NORTH SIDE OF POWER POLE. ELEVATION ASSUMED TO BE 100.00' 18' RICH STA 1 +26./2 HARRIS STA 0 +00 �9EGIN -CUP'; 8/10/93 DATE 8/10/93 Milt! 0) 6i 0) 0) PROPOSED TOP OF CURB ENO; cn O O W. 1801 BROADWAY, #110 SPOKANE, WA 99201 O S =0.020 E4:!SfING EDGE OF ASPHALT SDMH RIM EL 101.10 CATCH i:)AtiIN RIM E!. 100.90 (] 5IJR VEYOP 5 r0 op 0 0 +00 0440 04 80 14 20 1+ 60 101 TFH \IN RD. LEWISTON, ID 83501 '- + > o FUTURE '208' EXTENSION � NN O V DRAINAGE EASEMENT BOTTOM ft; EXISTING EDGE OF ASPHALT - \ ._ OD N M O 9 „ 4r---t ::; O' 5' FIELD �I 22 .J 1 °� . L I u2 1 INSTALL SPOKANE COUNTY 1 CLASS "B" DRYWELL W/ TYPE 3 FRAME & GRATE — -� RIM EL 101.43 tWc DRAINAGE t 0) N � i M N 0 F - V) W 55 CL 0_ 00' VC FIELD 20' j POL RICH AVENUE 2-f 00 2-140 CO in U -+ Z (NI U %zr W -t- in V) 0 FIELD SEE SHEET 3 (DETAILS) FOR TYPICAL X- SECTION BEGIN CONSTRUCTION /STA 2 +53.14 �( TOC EL 106.67 4- Co C. 2480 1 0 to 0 PROPOSED TOP OF CURB LIMITS OF PHASE I CURB INSTA _LATION 0) 3+ 20 HARRIS SUBDIVISION ROADWAY & DRAINAGE CR STA 3 +53.46 TOC EL 117.49 END CURB THIS PHASE WINIMItOina n m + a✓ ,) D -c U V) 0 W 8 POWER POLE E--- -c m TELPED RECEIVED L 4)-VQ / C,%i 4 .-S) ATE- 0- 11».a (4 14 114 5iMLL 13E RE.Le4ch`C15$7) Peto Pet To f ri c.4 d F i s Q� Dte.4, E. FBI , -l'fej �e 6,4; AVE_ 'Fdt ■co, k1 s . 100 SPOKANE COUNTY ENGINEER OFFI 1AL PUBLIC DOC JMENT SPOKANE. COUNTY ENGINEER'S OFFICE PROJECT )? I? « SUbMMTAL ff _ - RETURN TO COUNTY ENGINEEf' FIRE HYDRANT RECEIVECRICH AVE. AUG 1 2 19300 TO 3 +94,07 SPOKANE COUNTY ENGINEER FILENAME: RICHPP 140 SHT 2 OF 3 DATE BY APPR. R/W wing SPOKANE COUNTY TYPE "A" CURB. REVISIONS 3 .2' MIN J UNE POND WITH SOD OR GRASS TURF 1 EXPOSE 6" CURB FACE (TYP.) / PROPOSED ASPHALT PATCH CLEAN CUT EXISTING ASPHALT 1' MINIMUM WIDTH PRIOR TO CONSTRUCTION DRAINAGE EASEMENT AS SPECIFIED ON PLANS DRAINAGE STRUCTURE TYPICAL '208' POND WITH DRAINAGE STRUCTURE SECTIONAL VIEW 2" CLASS "B" ASPHALT CONCRETE •CONTAINING 5 3/4% TO 6 1/4% ASPHALT ON 8" CRUSHED ROCK TOP COURSE IN ACCORDANCE WITH WSDOT SPECIFICATIONS. -- VARIES TYPICAL SECTION — RICH AVENUE FLAT POND BOTTOM ELEVATION AS SHOWN ON PLANS. 60' ROW 18' EXISTING ASPHA •.0„,,) ce $c siLs) STA. 1+64.11 TO 3 +53.48 TOP OF CURB ELEVATION GRATE ELEVATION NOT TO SCALE NOT TO SCALE APPROVED BY �� " woo ll lllllllilllllllllll STREET ROW UNE .5' ©c . s - te r 1 DATE DATE 6 42 iell D .5' DESIGNED BY SEAN DR IN BY CHECKED BY VARIES 1 5/ D0 ES 'leer SI EXISTING ASPHA CURB DROP DATE 8/3/93 DATE NORMAL GUTTER LINE ELEVATION R/W ASPHALT PAVEMENT ENGINEERS W. 1801 BROADWAY, #110 SPOKANE, WA 99201 SURVEYORS 101 MAIN RD. LEWISTON, ID 83501 1 r TYP. _ 1' RADIUS -� \ Y TIP. UNLESS OTHERWISE SPEWED 1 ; \4 rx ,c-, 44 : i\ fr) ito 7 TIP. 1 \ / DRYWELL — TYPE NOTES: 1. GRAVEL BACKFILL FOR DRYWELLS SHALL BE 1" TO 3" WASHED NATURAL GRAVEL. QUANTITY: TYPE "A" — 30 C.Y. TYPE "B" — 40 C.Y. 2. DRYWELLS ARE LOCATED IN THE 208 PONDS WITH A STATION AND OFFSET FROM CENTERLINE OF STREET 3, tJJar\f c;,R w t. 6.7vo -tee r 0040 Dlz•l �►eu -- � lac. �,► tit 6 a'4-641-5 fI Lite- CO3 0 ‘c-- it4 A Cao¢■$n10E w t ' SPole.004E STANDARD PRECAST DRYWELLS CURB NOT TO SCALE C� O NOT TO SCALE �-- 7 TIP. -+►� TYPICAL CURB DROP HARRIS SUBDIVISION PHASE 1 — RICH AVENUE TYPICAL TYPE "A' CURBING FRAME AND GRATE, TYPE "3" GRATE ELEVATION BOTTOM OF SWALE ONES, SEE ' ET. THIS SHE G AVEL BACKFILL, SEE NOTES SEEPAGE PORTS 5" x 5' -0" DIA. PRECAST CONCRETE BASE UNDISTURBED MATERIAL f DRAINAGE 4' TYP. UNLESS 0111ERMSE SPECIFIED RECEIVED SPOK ANt Ccititirf ENGiNEER MIS 1 2 1993 SPOKANE COUNTY ENGINEER ez ur, PA-s PROJECT 3Ut?i` IT T AL # .__..__._.. __ .__..... ( 1RN TO COUNTY Y E ' GINEFI FILENAME: DETAIL EXPIRES 08/22/ DETAILS 2 +53,14 TO 3 +53,48 SHT 3 QF3 EVA 15T ADDITION PLAT 13/40 NO. DATE ( BY I APPR. 3 0 1 oC z Q 1 Q 0 0 SCALE: 1" • 50' ( ( I EVA A DITION PLAT 12/55 EVA 2ND ADDITION PLAT 13/56 REVISIONS N 3 O Q 2 oc 41.60' � I CN 1 / � FD. PIPE FD. PIPE eN n1 O FD. PIPE 50 100 BASIS OF BEARING: WEST LINE OF THE EA5T 394.00 FEET OF GOVT LOT 3 tf 1 1 1 1 1 1 \ \ FD. \ No o \ \ \. FD BOLT s RICH AVE SURVEY PROCEDURES PIPE 48.16' R1g 47.92' BEARINGS ARE BASED ON THE CENTERLINE OF RICH AVENUE AS SHOWN PER PLAT FILED IN 1300K 15, PAGE 55 DEARING5 AND DISTANCES SHOWN HEREON ARE BASED ON A SERIE5 OF CHECKED MEASUREMENTS MADE WITH A LIETZ SET 4 TOTAL 5TAT BY WYATT- JAYKIM ENGINEERS, INC., IN JUNE 1993 CUENT PROJECT MANAGER PROJECT ENGINEER NORTH LINE OF THE SOUTH ONE - THIRD OF GOVT LOT 3 589 ° 12'46"E 394.06' R2= 589'12'03 "E 394.00' 588 ° 07'35 "E 369.22' R2= 588'07'36 "E 369.26' 58607'35 "E 364.22' 253.44' 588'07'35 "E 253.55' SC APPROVED 5Y EAST LINE OF THE WEST 253.41 FEET OF THE EAST 394.00 FEET OF GOV'T - LOT 3 N8 9 ° 06'00 "W 588'07'36 "E N89 ° 06'00 "W 345.91' O 0 DATE DESIGNED BY DATE DRAWN BY DATE CHECKED BY o 588'0735 "E 20' �J PV- O Ati O 20' r: Zal 364.06' 369.06' POOL 10' WIDE UTILITY EASEMENT L N R 1= N89'06'00 "W 346.13' DATE DATE DATE 110.67' ' ' J 110.62' " 5' DEDICATION 1101 - FOR ROAD PURPOSES 1 25 O 1 O �O O O 1 ‘1- R3- EVA 2ND ADDITION PER BOOK 13 OF PLAT5 PAGE 56 9 0 O C) O R2- EVA FIRST ADDITION PER BOOK 13 OF PLAT5 PAGE 40 a0 cd 25' ( t o 0 LEGEND • FOUND 1" PIPE, UNLESS NOTED OTHERWISE SET 5/8" REBAR WITH PLASTIC GAP MARKED "L5 22961" EXISTING WIRE FENCE RI. EVA ADDITION PER GOOK 12 OF PLAT5 PAGE 55 M me_ sow MIAMI .41mr OM IN/ NM/ IIMOONI Nimir xci 25' 5' FOR FUTURE ACQUISITION 'Y COUNTY FOR ROAD AND UTILITY PURPOSES FD. REE3AR AT 5W GOR GOVT LOT 3 - . N: NMI 111111.1 MEI f ENG INEEKS W. 1801 BROADWAY, #110 SPOKANE, WA 99201 MOW e Ns AI* MI S v .. i II • J - WNW I - -- 1 ,111 ® SURVEYORS DEDICATION AND DECLARATION KNOW ALL. THESE MEN BY THESE PRESENTS, THAT MICHAEL ETHAN HARR15 AND LIDA RO5E HARRI5, HUSBAND AND WIFE, HAVE PLATTED INTO LOTS, BLOCKS AND STREET5 THE LAND SHOWN HEREON TO BE KNOWN A5 HARR15 SUBDIVISION, PHASE 1, 5A ID LAND BEING DESCRIBED A5 FOLLOWS: THE EAST 394.00 FEET OF THE SOUTH ONE -THIRD OF THE EAST 1038 FEET OF GOVERNMENT LOT .3 IN SECTION 3, TOWNSHIP 25 NORTH, RANGE 44 EAST, WILLAMETTE MER LYING NORTH OF THE SOUTH 30 FEET: EXCEPT THE WEST 253.41 FEET THEREOF: AND EXCEPT THAT PORTION DESCRIBED A5 FOLLOWS: BEGINNING AT A POINT ON THE WEST L INE OF MCDONALD ROAD WHICH 15 7.00 FEET SOUTH OF THE NORTH LINE OF SAID SOUTH ONE - THIRD OF GOVERNMENT LOT 3: THENCE NORTHERLY, ALONG SAID NORTH LINE, TO A POINT WHICH 15 394.00 FEET WESTERLY , MEASURED AT RIGHT ANGLES, FROM THE EAST LINE OF SAID GOVERNMENT LOT 3; THENCE SOUTHEASTERLY TO THE POINT OF BEGINNING: AND ALSO EXCEPT MCDONALD ROAD: SITUATE IN THE COUNTY OF SPOKANE, STATE OF WASHINGTON. SUBJECT TO RESERVATIONS OF RECORD A5 CONTAINED IN SPOKANE COUNTY AUDITOR'S FILE NUMBERS 567397 AND 734478A. THE '=PLATTOR(51 DO HEREBY DEDICATE TO SPOKANE COUNTY, FOR PUBLIC U5E FOREVER, THE FIVE FOOT WIDE STRIP ALONG MACDONALD STREET AS RIGHT OF WAY FOR ROAD PURPOSES AS SHOWN HEREON. UTILITY EASEMENTS ME HEREBY GRANTED TO THE SERVING UTIL COMPANIES OVER A TEN FOOT WIDE STRIP LYING 5 FEET WE5T OF AND PARALLEL TO THE WEST RIGHT OF WAY OF MCDONALD ROAD. 1. ROAD IMPROVEMENT DISTRIGT THE O WNER(5) OR SUCGESSOR(5) IN INTEREST AGREE TO AUTHORIZE THE COUNTY TO PLAGE THEIR NAME'S/ ON A PETITION FOR THE FORMATION OF A ROAD IMPROVEMENT DISTRIGT IRIDI BY THE PETIT METHOD PURSUANT TO CHAPTER 36.88 RC W, WHICH PETITION INCLUDES THE OWNER(5P PROPERTY, AND FURTHER NOT TO OBJECT, BY THE SIGNING OF A BALLOT, TO THE FORMATION OF AN RID BY THE RESOLUTION METHOD PURSUANT TO CHAPTER 36.88 RGW, WHICH RESOLUTION INCLUDES THE OWNERI51' PROPERTY. IF AN RID 15 FORMED BY EITHER THE PETITION OR RESOLUTION METHOD AS PROVIDED FOR IN CHAPTER 36.88 RGW, THE OWNER (51 OR SUGGESSORI5) FURTHER AGREE: (I) THAT THE IMPROVEMENT(5) OR CONSTRUCTION CONTEMPLATED WITHIN THE PROPOSED RID 15 FEA5IDLE; (2) THAT THE BENEFITS TO BE DERIVED FROM THE FORMAT OF THE R BY THE PROPERTY INCLUDED THEREIN, TOGETHER WITH THE AMOUNT OF ANY COUNTY PARTICIPAT EXCEED THE COST AND EXPENSE OF FORMAT OF THE RIO: AND (3) THAT THE PROPERTY WITH THE PROPOSED RID 15 SUFFICIENTLY DEVELOPED. PROVIDED FURTHER THAT THE OWNER(5I OR SUGGESSOR(5) SHALL RETAIN THE RIGHT, A5 AUTHORIZED UNDER RGW 36.88.090, TO OBJECT TO ANY ASSESSMENT(5) ON THE PROPERTY AS A RESULT OF THE IMPROVEMENTS GALLED FOR IN CONJUNCTION WITH THE FORMATION OF AN RIO BY EITHER PETITION OR RESOLUT METHOD UNDER CHAPTER 36.88 RGW, AND TO APPEAL TO THE SUPERIOR COURT THE DEC I5ION OF THE BOARD OF COUNTY COMMISSIONERS AFFIRMING THE FINAL ASSESSMENT ROLL. IT 15 FURTHER AGREED THAT AT SUCH TIME AS AN RID 15 CREATED OR ANY ROAD IMPROVEMENT PROJECT 15 SANCT BY SPOKANE COUNTY, THE IMPROVEMENTS REQUIRED (GIRD, SIDEWALK, ORAINAGE GONTROL AND PAVING) WILL BE AT THE SOLE EXPENSE OF THE UNDERS OWNER (5/, THEIR HEIR, GRANTEES AND ASSIGNS WITHOUT PARTICIPATION BY SPOKANE COUNTY THE RID WAIVER CONTAINED IN THI5 AGREEMENT SHALL EXPIRE AFTER TEN 110) YEARS FROM THE DATE OF EXECUTION BELOW. HOWEVER, THE OWNER(5) OR SUCCESSOR (5/ AGREE THAT IF SAID RID WAIVER EXPIRES WITH CONSTRUCTION OF THE REQUIRED IMPROVEMENTS, THE OWNER(5) OR SUCCESSOR(5) AGREE TO CONSTRUCT THE REQUIRED IMPROVEMENTS AT THEIR OWN EXPENSE, PAY TO SPOKANE COUNTY THE THEN ESTIMATED COST OF THE REQUIRED IMPROVEMENTS TO ENABLE THE COUNTY TO COMPLETE THE SAME, OR FURNISH A BOND OR OTHER SECURE METHOD SUITABLE TO THE COUNTY (WHICH MAY INCLUDE THE EXECUTION OF ANOTHER RID WAIVER AGREEMENT) PROVIDING FOR OR SECUR TO THE COUNTY THE ACTUAL- CONSTRUCTION OF THE IMPROVEMENTS. ALL OF THE REQUIREMENTS OF THIS AGREEMENT SHALL RUN WITH THE LAND AND SHALL BE B INDING UPON THE OWNER (5), THEIR SUCCESSOR(5) OR A55IGN(5)." THIS PROVISION 15 APPLICABLE TO MCDONALD ROAD. 101 THAIN RD. LEWIS ION, ID 83501 2. BUILDING SETBACKS SIDE YARD AND REAR YARD SETBACKS SHALT. BE DETERMINED AT THE TIME BUILDING PERMITS ARE REQUESTED UNLESS THESE SETBACKS ARE SPECIFIGALLY DRAFTED ON THI5 FINAL PLAT. THE SETBACKS INDICA ON THIS PLAT MAY BE VAR FROM IF PROPER ZONING APPROVALS ARE 0BTA WED. 3. PUBLIC WATER SYSTEMS THE PUBLIC WATER SYSTEM, PURSUANT TO THE WATER PLAN APPROVED BY COUNTY AND STATE HEALTH AUTHORITIES, TH LOCAL FIRE PROTECTION DISTRIGT, COUNTY BUILDING AND SAFETY DEPARTMENT AND WATER PUR VEYOR, SHALL BE INSTALLED WITHIN THIS SUBDIVISION AND THE APPLIGANT SHALL PROVIDE FOR INDIVIDUAL DOMESTIC WATER 5ERVICE AS WELL AS FIRE PROTECTION TO EACH LOT AND PR TO ISSUANCE OF A BUILDING PERMIT FOR EACH LOT. 4. PRIVATE WATER SYSTEMS USE OF PRIVATE WELLS AND WATER SYSTEMS 15 PROHIBITED. 5. PUBL SEWER CONNECTION EACH NEW DWELLING UNIT SHALL BE DOUBLE - PLUMBED FOR CONNECTION TO FUTURE AREAWIDE COLLECTION SYSTEMS. 6. ON - 5ITE SEWAGE SYSTEM SUBJECT TO SPECIFIC APPLICAT APPROVAI AND ISSUANCE OF PERMITS BY THE HEALTH OFFICER, THE USE OF AN ON -5 TE SEWAGE SYSTEM MAY BE AUTHORIZED. 7. UTILITY LOCAL IMPROVEMENT DISTRICT THE OWNER(SI OR SUGGESSOR(51 IN INTEREST AGREE TO AUTHORIZE THE COUNTY TO PLAGE THEIR NAMES) ON A PETIT )ON FOR THE FORMATION OF UL 10 BY PETITION METHOD PURSUANT TO RGW 36.94, WHICH PETITION INCLUDES THE OWNER(5)' PROPERTY: AND FUR" HER NOT TO OBJECT BY THE S IGNING OF A PROTEST PETITION AGAINST TF. FORMATION OF A UL 10 BY RESOLUTION METHOD PURSUANT TO RCW CHAP TER 36.94 WHICH INCLUDES THE OWNER(51' PROPERTY. PROVIDED, THIS CONDITION SHALL NOT PROHIBIT THE OWNERI5) OR SUCCE550R151 FROM OBJECTING TO ANY ASSESSMENT(5) ON THE PROPERTY AS A RESULT OF IMPROVEMENTS G; LLED FOR IN CONJUNCTION WITH THE FORMATION OF A UL ID BY EITHER PET ITION OR RESOLUT METHOD UNDER RGW CHAPTER 36.94. IN WITNESS THEREOF, THE UNDERSIGNED HAVE AFFIXED THI5 DAY OF MICHAEL ETHAN HARRIS ACKNOWLEDGEMENT STATE OF WASHINGTON) COUNTY OF SPOKANE J ON THIS DAY PERSONALLY APPEARED BEFORE ME MICHAEL ETHAN HARRIS AND LIDA ROSE HARRIS, HUSBAND AND WIFE, TO .vIE KNOWN TO BE THE INDIVIDUALS DESCRIBED IN AND WHO EXECU THE WITHIN AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED THAT THEY S IGNED THE SAME A5 THEIR FREE AND VOLUNTARY ACT AND GEED, FOR THE U5E5 AND PURPOSES THEREIN MENTIONED. GIVEN UNDER MY HAND AND SEAL THE DAY OF 1992. NOTARY SEAL: RESIDING AT: MY APPOINTMENT EXPIRES: :55 FINAL LONG PLAT HARRIS SUBDIVISION NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON CAUSED THEIR NAMES TO BE 1993. LIDA ROSE HARRIS 9/9/93 4053PLAT.OW6 AUDITOR'S CERTIFICATE FILED FOR RECORD THIS DAY OF , 199_ AT N. IN BOOK OF PLAT5 AT PAGE AT THE REQUEST OF WYATT- JAYK ENGINEERS. SARA MARKS, L.5. 22961 SPOKANE COUNTY AUDITOR SURVEYOR'S CERTIFICATE THI5 MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQ +rr THE SPOKANE COUNTY SUBDI4 SPOKANE COUNTY UTILITIES DEPT. EXAMINED AND APPROVED THIS DAY OF 199_, DIRECTOR, SPOKANE COUNTY UTILITIES SPOKANE COUNTY ENGINEER EXAMINED AND APPROVED THIS DAY OF 199 SPOKANE COUNTY ENGINEER SPOKANE COUNTY PLANNING DEPT. EXAMINED AND APPROVED THI5 DAY OF 199 DIRECTOR, SPOKANE COUNTY PLANNING DEPT. SPOKANE COUNTY HEALTH DISTR ICT EXAMINED AND APPROVED THIS DAY OF 199_° SPOKANE COUNTY HEALTH OFFICER SPOKANE COUNTY A55E550R EXAMINED AND APPROVED THIS DAY OF 199., SPOKANE COUNTY ASSESSOR BY DEPUTY SPOKANE COUNTY COMMI5510NER5 THIS PLAT WAS APPROVED AND ACCEPTED BY THE COUNTY COMMISSIONERS OF SPOKANE COUNTY WASHINGTON, ON THIS DAY OF . 19 . GHAIRMAN, SPOKANE COUNTY COMMI 55 IONER SPOKANE COUNTY TREASURER I DO HEREBY CER TIFY THAT THE REQUIRED TAXES ON THE HEREIN PLATTED LAND HAVE BEEN FULLY PAID THIS DAY OF 199_, SPOKANE COUNTY TREASURER FINAL PLAT OF THE HARRIS SUBDIVISION LOCATED IN A PORTION OF GOVERNMENT LOT 3, SECTION 3, T.25 N., R.44 E., W.M. SPOKANE COUNTY, WASHINGTON FOR MICHAEL HARRIS PHASE ONE &OV'T LOT1, SECTION 3, T24N, R44E FILENAME: 4053PLAT 1 SHT 1 OF 1 Woil „IIIWNtlb W,IIN L iulb!Wendel 11, 4,11 i auIIIIA,IWI 411111 li 1 n I IuI I n 1,,m1ll lli 11 Ill imh9llmd r!I !I I,,u IW u u l EVA 15T ADDITION 1300K 13 OF PLAT5 PA&E 40 DATE BY I APPR. I esuawmuaouuml lI !li �nuw��ui��,I 1111 0.1 1,11.1 1 1,111, II !, 11111 1 ,IlIV a1,1 z 1 3 0 0 0 25 50 100 romat SCALE: 1• • 50' / EVA AQDIIION 600K X12 CAF PLATS PA&E 55 I o' I I ! 1 1 1 , 1 1 1 ! 1 1 , I ! u 1 1 III um III 111111 mil 1 Iii 111 1 EVA 2ND ADDITION 1300K 13 OF PLATS PA&E 56 0 • A i � 4160' CA F % tf /71 9 s FD. PIPE / K c) Ci FD. PIPE H FD. PIPE z � I V' i A A A A 1 A \ FD. PIPE fi t- R 1 CH A VE R 1 48. .9 2 47.92' ADDITION 5OOK 1 OF PLAT5 PAGE 80 REVISIONS SURVEY PROCEDURES WEST LINE OF THE EA5T 394.00 FEET OF GOV'T LOT 3 I3A515 OF BEARING: 6EARING5 ARE DA5ED ON THE CENTERLINE OF RICH AVENUE A5 5HOWN PER PLAT FILED IN GOOK 12, PAGE 55 11 If 589'12'46 "E 588 °07'35 "E FD DOLT r3EARING5 AND DISTANGE5 5HOWN HEREON ARE EASED ON A SERIES OF CHECKED MEASUREMENT5 MADE WITH A LIETZ 5ET 4 TOTAL STATION eY WYATT - JAYKIM ENGINEERS, IN JU1E 1993 CLIENT PROJECT MANAGER PROJECT ENGINEER NORTH LINE OF THE SOUTH ONE - THIRD OF GOV'T LOT 3 tf 253.54' 394.06' 369.22' 253.44' APPROVED DY EA5T LINE OF THE WE5T 253.41 FEET OF THE EAST 394.00 FEET OF GOVT LOT 3 V N8 9 ° 06'00 "W N89'06'00 "W 345.91' I1 DATE - DESIGNED BY DATE DRAWN BY DATE CHECKED BY NORTH 1/4 SECTION 3 FOUND 6RA55 PIN IN 11/2" PIPE IN MONUMENT GA5ING ■ ■ AND 3 RP'S PER ROOK 48 OF SURVEYS PAGE 15 1 , rs 0 1 25' Q 110.67' Q I =\ r -- -7- �- — ��' -1-10' 1 -- P I I Jl 369.06' 10' WIDE UTILITY EASEMENT DATE DATE DATE RI- N89'06'00"W 346.13' EXISTING WIRE FENCE R1= EVA ADDITION PER 60OK 12 OF PLAT5 PAGE 55 R2= EVA FIRST ADDITION PER I300K 13 OF PLAT5 PAGE 40 R3= EVA 2ND ADDITION PER L3O0K 13 OF PLAT5 PAGE 56 25' ( 0 0 iz / / i O 10' 25' L — J 1 251 _ -- ,� R.20 I w .90:21 L.G. =3174' =90'55' LEGEND ® FOUND I" PIPE, UNLESS NOTED OTHERWISE 0 5ET 5/8" REDAR WITH PLASTIC, GAP MARKED "L5 22961” 5' DEDICATION FOR ROAD PURPO5E5 5' FOR FUTURE ACQUI5ITION AREA 25' / i d FD. REDAR AT 5E GOR GOV'T LOT 3 s _ I mar ENGINEEC'5 ® 5LR VEYOC'5 W. 1801 BROADWAY, ##110 SPOKANE, WA 99201 iz H DEDICATION AND DECLARATION KNOW ALL THESE MEN BY THESE PRESENTS, THAT MmGHHAEL. ETHAN HARRIS ANT) LIDA ROSE HARRIS, HUSBAND AND WIFE. AND THAT WILLIAM HENRY ALBAGH MO EVELYN ELIZABETH ALBAGFL HUSBAND AND WIFE, HAVE PLATTED INTO LOT5, BLOCKS AND 5 TREET5 THE LAN, 5HOWN HERON TO BE KNOWN AS HARRIS SUBDIVISION, PHASE L SAID LAD BIEN& DESCRIBED A5 FOLLOWS: THE EA5T 394.00 FEET OF THE SOUTH ONE -THIRD OF THE EA5T 1038 HtCI OF &ovextmarr LOT 3 IN 5EGTION 3, TOWNSHIP 25 NORTH, RANGE 44 EAST, WILLAAETTE MERIDIAN; LYING NORTH OF THE 5OUTH .30 FEET: EXCEPT THE WEST 253.41 Het i THEREOF: AND EXCEPT THAT PORTION DESCRIBED AS FOLLOWS BEGINNING AT A POINT ON THE WE5T LINE Of MCDONALD ROAD WHICH 15 7.00 Frti 5OUTH OF THE NORTH LINE OF SAID SOUTH ONE -THIRD OF GOVERNMENT' LOT 3: THENCE NORTHERLY, ALONG SAID WEST LIME 7.00 FEET: THENCE WESTERLY ALONG 5AID NORTH LINE TO A POINT WHICH 15 394.00 FEET WESTERLY, MEASURED AT RIGHT ANGLE5, FROM THE EAST LINE OF SAID &OVERNrENT LOT 3: THENCE 5O THEASTERLY TO 11-E POINT OF BEG1NNIN AND ALSO EXCEPT MCDONALD ROAD: SITUATE IN THE COUNTY OF SPOKANE, STATE OF WASHINGTON. g . AUDIT TO N 8555 AND 73 78A. CONTAINED IN SPOKANE COUNTY v vpx to.% THE PLATrOR(51 DO HEREBY DEDICATE TO SPOKANE COUNTY, FOR PUBLIC USE tp FOREVER, THE FIVE FOOT WIDE STRIP ALONG MCDONALD STREET A5 R164-IT 17 C OF WAY FOR ROAD MITO5E5 A5 SHOWN HEREON. UTILITY EASEMENTS ARE HEREBY GRANT'S° TO THE SERVING UTILITY GOAPANIES OVER A TEN FOOT WIDE STRIP LYING 5 Htti WEST OF AND PARALLEL TO THE WE5T RIGHT OF WAY OF MCDOMALD ROAD. L ROAD IMPROVEMENT DISTRICT THE OWNER(51 OR SUC.GE550R(51 IN INTEREST AGREE TO AUTHORIZE THE GOLRNTY TO PLACE THEIR NAME15) ON A PETITION FOR THE FORMATION OF A ROAD IMPROVEMENT 015TRIGT DR:r BY THE PETITION METHOD PURSUANT TO CHAPTER 3688 RGW, WHICH PETITION INCLUDE5 THE OWNER(51' PROPERTY, AND FURTHER NOT TO OBJECT, BY tFE 5IGNING OF A BALLOT, TO THE FORMATION OF AN RIO BY THE RESOLUTION METHOD PURSUANT TO CHAPTER 36.88 RGW, WHICH RESOLUTION INCLUDE:5 1W OWNER15Y PROPERTY. IF AN RID 15 FORMED BY ETHER THE PETITION OR RESOLUTION METHOD A5 PROVIDED FOR IN GHAPT"cR 36.88 RCW, THE OWNER(5) OR 5000E550R151 FURTHER AGREE (11 THAT THE IMPROVEMETT151 OR GON5TRUCTION CONTEMPLATED WITHIN THE PROPO5ED RIO 15 FEASIBLE: (21 THAT THE BETE 'ITS TO BE DERIVED FROM THE FORMATION OF THE RID BY THE PROPERTY INCL.0 THEREIN, TOGETHER WITH TIE AMOUNT OF AWY COUNTY PARTICIPATION, EXCEED THE G05T AND EXPFA5E OF FORMATION OF THE RIO: AND (3) THAT PROPERTY WITH Ti-E PIWI'05H t RIO 15 S►GIL;3 LY PROVIDED FURTHER THAT THE OWNER(3) OR SUCCE550R(51 SHALL RETAIN THE RIGHT, AS AUTHORIZED UNDER RCW 36.8&090 TO OBJECT TO ANY ASSE55AENT151 Ot4 THE PROPERTY AS A RESULT OF THE IMPROVEMENTS CALLED FOR IN CONJUNCTION WITH THE FORMATION OF AN RID BY EITHER PETITION OR RESOLUTION METHOD UNDER CHAPTER 36.88 RGW, AND TO APPEAL TO THE SUPERIOR COURT THE DEGI5ION OF THE BOARD OF COUNTY GOM84I55101ER5 AFFIRMING THE FINAL A55E55MENT ROLL IT 15 FURTHER AGREED THAT AT SUCH TIME A5 AN RID 15 CREATED OR ANY ROAD IMPROVEMENT PROJECT 15 5ANGTIONED BY 5POKANE COUNTY, THE IMPROVEMENTS REQUIRED (GURB, SIDEWALK, DRAINAGE CONTROL NV PAVING, WILL BE AT THE 50LE EXPENSE OF THE UNDERSIGNED OWNER(51 THEIR HEIR, GRANTEE5 AND A551GN5 WITHOUT PARTICIPATION BY 5POKAIE COUNTY. THE RID WAIVER CONTAINED IN THIS AGREE/ENT 5HALL EXPIRE AFTER TEN (K) YEARS FROM THE GATE OF EXECUTION BELOW. HOWEVER, THE O (51 OR SUGGE550R(51 AGREE THAT IF 5AI0 RIO WAIVER EXPIRES WITH CONSTRUCTION OF THE REQUIRED IMPROVEMENT5, THE OWNER(5) OR 5UCGE55oR(5) AGREE TO CONSTRUCT THE REQUIRED IMPROVEMENT5 AT THEIR OWN EXPENN5E; PAY TO 5POKANE COUNTY THE THEN ESTIMATED COST OF THE REQUIRED IMPROVFAENT5 TO ENABLE THE COUNTY TO COMPLETE THE SAME, OR FUM5H A BONS OR OTHER SECURE METHOD SUITABLE TO THE COUNTY (WHICH MAY INCLUDE THE EXECUTION OF ANOTHER RID WAIVER A6REE&ENT1 PROVIDING FOR OR SECURING TO THE GOUNTY THE ACTUAL CONSTRUCTION OF THE IMPROVEMENTS. ALL OF THE REQUIREMENTS OF THIS AGREEMENT SHALL RUN WITH THE LAND AND SHALL BE BINDING UPON THE OWNER(5L THEIR 5UCCESSOR(5) OR A551GM5L' 11-1I5 PROVISION 15 APPLICABLE TO MGDONALD ROAD. ▪ .s ,tirr r r P'r„ i 1 1 ' s • - R. - - E 6 101 THAIN RD. LEWISTON, ID 83501 5EG T I ON INDEX X T. 25 N, R. 44 E GOV'T LOT 3, SECTION 3 RECEi ®i DEC 0 (3 X993 SPOKANE COUNTY ENGINEER 2 BUILDING SETBACK5 5IDE YARD AND REAR YARD SETBACKS SHALL BE DETERMINED AT THE TIME BUILDING PERMITS ARE REQUE5TED UVLE55 THESE SETBACK5 ARE 5PECIFICALLY DRAFTED ON THI5 FINAL PLAT. THE SETBACKS INDICATED ON THI5 PLAT MAY BE VARIED FROM IF PROPER ZONING APPROVALS ARE OBTAINED 3. PUBLIC WATER 5YSTE15 THE PUBLIC WATER 5YSTEM, PUR5ANT TO THE WATER PLAN APPROVED BY COUNTY AND STATE HEALTH AUTHORITIES, THE LOCAL. FIRE PROTECTION 015TRICT, COUNTY BUILDING AND SAFETY DEPARTMENT AND WATER PURVEYOR, SHALL BE INSTALLED WITHIN THI5 5UBDIVI5ION AND THE APPLICANT SHALL PROVIDE FOR INDIVIDUAL OOME5TIC WATER SERVICE A5 WELL A5 FIRE PROTECTION TO EACH LOT, PRIOR TO THE SALE OF EACH LOT AND PRIOR TO ISSUANCE OF A BUILDING PERMIT FOR EACH LOT. 4. PRIVATE WATER 5Y5T1! M5 USE OF PRIVATE WELLS 41N1" WATER SYSTEMS 15 PROHIBITED. 5. PUBLIC 5EWER GONEGTION EACH NEW DWELLIN& UNIT SHALL BE DOUBLE PLUMED FOR CONNECTION TO FUTURE AREAWIDE COLLECTION SYSTE4S. 6. ON -SITE SEWAGE SYSTEM 5UBJEGT TO SPECIFIC APPLICATION APPROVAL AND ISSUANCE OF PERMITS BY THE HEALTH OFFICER. THE U5E OF AN ON -SITE SEWAGE SY5TEM MAY BE AUTHORIZED 7. UTILITY LOCAL IMPROVEMENT DISTRICT THE OWNER(51 OR SUGGE55OR151 IN INTEREST AGREE TO AUTHORIZE THE COUNTY TO PLACE THEIR NAME(5) ON A PETITION FOR THE FORMATION OF U_ID BY PETITION METHOD PURSUANT TO RCW 3614, WHICH PETITION INCLUDES THE OWNER(5r PROPERTY: AND FURTHER NOT TO OBJECT BY THE SIGNING OF A PROTE5T PETITION AGAINST THE FORMATION OF A UL 10 BY RESOLUTION METHOD PURSUANT TO RCW CHAPTER 36.94 WHICH INGWDE5 THE OWNER(5T PROPERTY. PROVIDED, 11115 CONDITION SHALL NOT PROHIBIT THE OWNER(5) OR SUCGE55OR(5I FROM OBJECTING TO ANY A55E551ENT(5) ON THE PROPERTY A5 A RESULT OF IMPROVEMENTS CALLED FOR IN CONJUNCTION WITH THE FORMATION OF A UL ID BY EITHER PETITION OR RE5OLUTION METHOD UNDER RGW CHAPTER 3694. IN WITtE55 THEREOF, THE. UNDERSIGNED HAVE CAUSED THEIR NA1E5 TO BE AFFIXED THI5 DAY OF , 199_, MICHAEL ETHAN HARRI5 ACKNOWLEDGEXENT STATE OF WASHINGTON] COUNTY OF SPOKANE i ON THI5 DAY PERSONALLY APPEARED BEFORE ME, MICHAEL ETHAN HARRIS AND LIDA ROSE HARR15, IMAM, AND WIFE; TO ME KNOWN TO BE THE INDIVIDUALS DESCRIBED IN AND WHO EXECUTED THE WITHIN AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED THAT THEY 516NED THE 5AME AS THEIR FREE AND VOLUNTARY AGT AND DEED, FOR THE U5E5 AND PUR1'05E5 THEREIN MENTIONED. GIVEN UNDER MY HAND AND SEAL THE DAY OF N99_. NOTARY SEAL: RESIDING AT: MY APPOINTMENT EXPIRES: , 55 LIDA ROSE HARRIS NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON IN WIT/E55 THEREOF, THE UNDER5IGNED HAVE CAUSED THEIR NA1E5 TO BE AFFIXED THI5 DAY OF , WILLIAM HENRY ALBACH ACKNOWL.E06EAENT STATE of WA5HINGTON1 COUNTY OF 5POKANE 1 RE5I1) IN& AT: MY APPOINTMENT EXPIRE5: NOTARY SEAL: '55 ON THIS DAY PERSONALLY APPEARED BEFORE ME, WILL IAM HENRY ALf3ACH AND EVELYN ELIZABETH ALBACH, HUSBAND AND WIFE TO IE KNOWN TO BE THE INDIVIDUALS DESCRIBED IN AND WHO EXECUTED THE WITHIN AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED THAT THEY 516NED THE SAME AS THEIR FREE AND VOLUNTARY ACT AND DEED, FOR THE U5E5 AND PURPOSES THEREIN MENTIONED. GIVEN UNDER MY HAND AND SEAL THE DAY OF NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON FINAL PLAT PHASE ONE HARRIS SUBDIVISION EVELYN ELIZABETH ALBACH 11/30/93 4053PLAT.DWG FILENAME: 4O53PLAT AUDITOR'S CERTIFI FILED FOR RECORD THI5 DAY OF , 199 AT M. IN DOOK OF PLATS AT PAGE AT THE REQUEST OF WYATT - JAYKIM ENGINEERS. �6 DwipES 7/2W mnuu nl�,i ul "' i Jl d� SARA MARKS, LS. 2�I' SPOKANE COUNTY AUDITOR 5URVEYOR'5 CERTIFICATE THI5 MAP CORRECTLY REPRE5ENT5 A SURVEY MADE DY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIRMENT5 OF THE SPOKANE COUNTY 5UDDIVI5ION ORDINANCE DATE: 5POKANE COUNTY UTILITIE5 DEPT. EXAMINED AND APPROVED THI5 DAY OF 199 DIRECTOR, 5POKANE COUNTY UTILITIE5 5POKANE COUNTY ENGINEER EXAMINED AND APPROVED THIS DAY OF 199 SPOKANE COUNTY ENGINEER 5POKANE COUNTY PLANNING DEPT. EXAMINED AM7 APPROVED THI5 DAY OF 199_ AREELTOR, SPOKANE COUNTY PLANNING DEPT. ;SPOKANE CO4NTY HEALTH O15 T R ICT i :XAMINED Alw;) APPROVED 11-115 DAY OF 199 5POKANE COUNTY HEALTH OFFICER 5POKANE COUNTY A55E55OR 1: XAMIIED AND APPROVED THIS DAY .OF 199 SPOKANE COUNTY ASSESSOR 6Y DEPUTY 5POKANE COUNTY COMMI551OIER5 THI5 PLAT WA5 APPROVED AND ACCEPTED 13:Y THE COUNTY G01A44I5510NER5 OF SPOKANE COUNTY WA5HINGTON, ON THIS DAY OF , 19 CHAIRMAN, SPOKANE COUNTY GOMM155I0NERS 5POKANE COUNTY TREA5URER I DD HERESY CERTIFY THAT THE REQUIRED TAXES ON THE HEREIN PLATTED LAND HAVE 6EEN FULLY PAID THIS DAY OF 199 SPOKANE COUNTY TREASURER I SHT 1 OF 1 FINAL PLAT OF THE HARRI5 5UDIVI5ION PHASE ONE LOCATED IN A PORT OF GOVERNMENT LOT 3, SECT ION 3, T.25 N., R.44 E., W.M. SPOKANE COUNTY, WASHINGTON FOR M ICHAEL H CiOV'T LOT 3, 5EGT ION 3, T25N,R44E 1 ar 0 144\ •:!..) \ 0 3t Ci6 l L 41 1 L a59 1 ,1 : 7T " o 4 + 01.8 Poe.: - /9 -/-5() , •Y 0 Rt. N 69 " c\ • \ 4 LOA TE /VC" 7" E n cp" 42),:1%621224;=. P H - 60' TE. CL-OU Euclid Ave. KI-9 2179 IN ELLE 41:EY- - - - - - - - - - - - 2 � fl - s? At c) sr- • • Er •'''s F4 1\ - t I t € ° \ .5c A 1. \ ' ..., 4 1 1 0 ,..., '0 \\ c•-• .\'' 2.1 `` •14, \ j \ t> • ‘e, -'\‘ C ' \ \\: 0\ 4 0 Z 3 /0 '4 C.) 0 ALT 8 f 9 / /0 (k1 N - of Z <S "1 T. 25N., R-44 F. r B ugoN Go N " 0 z a' e'r •.s 0 0 I f 8 2 . . z5. 2 0-2o' 45 42 I 5 I .44 I E ,__._ 346 z q •I c.o.1 5 4 3 L2P) 14 E LIE 4 Lr\ i t' • i • _010z; Is 5. 5 5. ' \--* '`,.., " S ) \ 7 /._. . \ , \ 4. 3 2;71 cc N 2 I ; . . arit.1.11r. K 3 BLK2 7 : 8 4_ ." 2 3 • 0 1 1 • 0 2 411:, • ;Id 9 < .(7 2 I 2 / 6.7 I "1" uJ 54 ROCKWELL 1, C 2. 0 4 6 CO 6 3 i n 4 605 st) 4 • 5 67 4 o R 2 SK. 45 AVE. • C., co rs. 0 • • ?"1 z I , 60 61 L 20 , "- F H • Ht-1 5 1 : -3 6 - i‘ . TH • D E.SCR / P Tia SEC7/0 N REPRODUCED PROM' L./NEA1 70 mYL 4 46 R.100 N89 AutitniuE cf, 47 3 w RO kW LL J - 03 R =SO' co 7 0 BAKER-ENGINEER , POKAN COUNTY 9 t••/ It3.5e4- 55 s''' - NI, 85. 08' E I G. Ray I I I OFFICJ,L PL 0 - 'ko No- 18 • Pr; c-)clp 3 0 • :4 64 No. 2'- 5 7 0 0 0 m PC. 831'4.-74.0 T.P. PT '33 r-4-62. 0 A 118 D 57 R too. T )s.0 L 208.0 0 0 ' 0 +89. I - 17 P _Ty or � ^, �- COUNTY SPONA �� COU ASS 6 5 " 6 Ac C/�•, .q J4,-44.4..54 Er 9. 4- 3344c . _ sus 4 P • D LOT. 3/60/9c. ovAL AIs 0 j 4, 0 40 /.74 -Ac . 8.' Y. / /aws /a /ze', Lire ea. Esin/`s 2/4 6-5 sas L076 'Z 1533 :F+✓ .& Nc /C. 11.4 11,c. L OT3 445 • LIM .111110.... 4.40 I 04 ® z9 a 1 3 /038 AC. STEVIC ADD1 i'®14 2 /4c. UCL //7 • 72) 34 CI 0 so /0 OW MPS 111•11.111111 WIMP MOM - RICH 0.32 Ac. 4 40\ AVE. 5 A G o F A9 4 4.7 34 ` : 8-99 .99Ac • -1c : f •/ 987.2 con/TOUq G /NE r- RocKWELG. zoo -t SEE PARC 1154L e t'' m 2 EVA 1ST • ADDITION LAT 13/40 11111 I II 1 EVA 2ND ADQITION PLAT 13/56 EVA ADDITION LAT 12/55 it 1 �� FIRE HYDRANT RICH AVE EAST LINE OF THE WET 644 FEET OF THE EAST 1038 FEET OF GOV LOT 3 0 N 41.60' EDGE CF ASPHALT N 0* 4Q . 20' 3f Q 12.77 �V ■ l\ 4' Q 14' 101.2 0 • _ • LOT 2 • cn. AREA :100005F co ;)„,_ O 20 r Q. < N LOT 1 K' 1 AREA= 100005FI 5' a� R LEGAL DESCRIPTION THAT PORTION OF THE EAST 1038 FEET OF THE SOUTH ONE THIRD OF GOVERNMENT LOT 3, SECTION 3, T 25 N, R 44 E, WM, LYING EASTERLY OF THE WEST 644 FEET AND NORTH OF THE SOUTH 30 FEET; EXCEPT THAT PORTION DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WEST LINE OF MCDONALD ROAD WHICH IS 7.00 FEET SOUTH THE NORTH LINE OF SAID SOUTH ONE —THIRD OF GOVERNMENT LOT 3; THENCE NORTHERLY, ALONG SAID WEST LINE, 7.00 FEET; THENCE WESTERLY, ALONG SAID NORTH LINE, TO A POINT WHICH IS 394.00 FEET WESTERLY, MEASURED AT RIGHT ANGLES, FROM THE EAST LINE OF SAID GOVERMENT LOT 3; THENCE SOUTHERLY TO THE POINT OF BEGINNING; AND EXCEPT MCDONALD ROAD; SITUATE IN SPOKANE COUNTY, STATE OF WASHINGTON. NORTH LINE OF THE SOUTH ONE —THIRD OF GOV LOT 3 u 5 N % 10' 5' k • 2■\ LOT 4 • lo' lo' ' LOT 5 ) AREA :104965F _ AREA :102135F ; p ----- x D� N. \ , /� J d e• 101.72' u ►� yy UVo o DELTA 75'05'44" 10 25' 25' 47.92 00 m . ADM -- HATE r 11T 10' '0 0 0 NORTH 51DE OF POWER POLE, ELEVATION A55UVIEO TO DE 100.00' • I DELTA: 77'45'36" 50' 50' 0 10' ao X -- -� . N89°0 � 0C 551°12'03"E 314' 588 °07'36 "E 36 /0 6 lob LOT 1 A'EA =1000 -0- DELTA •' . -15-ELT q= . , 48'0 ;14" 2� LJOT 46'22'20"/6 � / 1 R:lOO)O5 1 I 39' -- T.' \ o f a 10 U 72' , �`; °° 20' L LOT 11 AREA= 139245F 1� 10.00 114 LOT 1 Q EA :13716: F . 1201 ------ POOL V es '' c9 4 PRELIMINARY LONG PLAT OF THE • HARRIS 5UDIV!5!ON LOCATED IN A PORTION OF GOVERNMENT LOT 3, SECTION 3, TOWNSHIP 25 NORTH, RANGE 44 EAST, WILLAMETTE MERIDIAN, SPOKANE COUNTY, WASHINGTON HYDRANT ASPHALT 1 FIRE HYDRANT SARA MARKS L5 NUMDER 2 961 LEGEND FOR MICHAEL HARRIS -0- PO POLE -b- FIRE HYDRANT TELEPHONE 13OX O • SANITARY SEWER MANHOLE ro e D V o GATGH 6A5IN MANHOLE WATER VALVE 6UILDIN6 SET'AGK LINE UTILITY RIGHT -OF -WAY LINE 120 CONTOUR LINE AREA 3.3 ACRES NUMBER OF LOTS - 11 ZONING - URBAN RESIDENTIAL - 3,5 SPONSOR - MICHAEL HARRIS EAST 12918 22ND STREET SPOKANE, WA 99216 (509) 926 -2508 5URVEYOR'5 GERTIFIGATE: THI5 MAP COI;RECTLY REPRESENTS A 5URVEY MADE BY ME OR UNDEk MY DIRECTION AT THE REQUEST OF MICHAEL HARP 15. DCP1REs 7P29 • infict'..,!=;"7 ENGINEERS 0 15 .30 60 SCALE! 1' • 30' CONTOUR INTERVAL • 2' ELEVATIONS ARE DASED ON AN ASSUMED DATUM OF 100.00' ON A NAIL ON A POWER POLE ON R ICH ROAD 5EG T I ON INDEX • NW 1/4, SECTION .3 T. 24 N., R. 44 E. , W.M. JOB NO 4053 4053.01% OGT 11, 1912 1801 VEST BROADWAY 1110 101 THAN ROAD SPOWE WA 9921 LEWI5TON ID 83501 (5011 326-501 !Z'8/ 746-2661 PROJECT LOCATION COLVILLE 0 NEWPORT SPOKANE `=) CANADA VICINITY MAP 0 BONN FERRY 0 SANDPOINT 0 COEUR A'ALENE CONSTRUCTION PLANS FOR HARRIS SUBDIVISI0N PHASE I RICH AVE: ROADWAY & DRAINAGE MN AM IRV anw atlas NM MAW l MO M® IDW Nibs IMO mew war NEW =NV — �mr .v rMI/X11 into o® WNW MI MI MR 4111/ AM/ EMI s s MIS 4111111 AMIN MIS ANY Ole • Mar MIS row Isar ME MN Mar AZO111111111011 4111117 SIN mg IMI , ® ® .a ® — ISM ® MN MIN _ oar sizegor Nov arm Assisi ® Jamosalm ,s ' ® Sow lissi .0 — ® E ® MOM ® d MINI sr Rs ma ,m ow r Mr Mis ENGINEERS 0 SURVEYORS W. 1801 BROADWAY #110, SPOKANE, WA 99201 101 THAIN RD., LEWISTON, ID 83501 0 ca PROJECT LOCATION WELLESLY AVENUE HEROY AVENUE i.�.','v�.� �♦�♦�♦ 4 RICH AVENUE LOCATION MAP 0 v 'et r-f - ii DT 3 199 OFFICIAL PUBLIC DOCUMENT SPOKANE COUNTY ENGINEERS OFFICE O RpLNAL PROJECT # SUBMITTAL # .- RETURN TO COUNTY ENGINEER SHEET INDEX 1) 2) 3) OVERVIEW SHEET PLAN & PROFILE DETAILS RE DEC 0 7 1993 SPOKANE CouNrf €NOINI!R NO. DATE BY I APPR. 611.11.1,11111111Y. auueanrwu ■AAMMRAMAMIllmi.. REVISIONS GRAPHIC SCALE ( Ichtri ) 1 inch = 50 ft. CLIENT PROJECT MANAGER PROJECT ENGINEER APPROVED PAY DATE DESIGNED BY DATE DRAWN BY DATE CHECKED BY 1 1 -VA ADDITIO\ 1 1 J DI 0 z 0 0 0 DATE DATE DATE �. -, U -- � _E N . , _ ...,y uY L 1: LI .4 • eimaS mYlu . i i k. arJ�lm. � . . , 4 u . . � i u i „ .1i YeYwi6, � • ' a i u V u . + , . . . n u u . Y l l Y O n ! l a i a , min,rW000.'LY. ._via. un a.. 1 i , , , . 1 1 , 1 0 1 1 . 1 1 1 1 , 1 1 0 1 1 1 1 , � .0 IYi al_ i WuJWrau'uwesWdvlYU uim�,. in..�. i 11 II. � vl6�u lYY IlkuC I441i e11 ..J „i .i. I 4na1“....1,1 roil Li'. i:ISU a.:,,a.Y.u.u4ualau,..L.aou4. lir ku. \ 25' \ _ 25'., \\ - \ 700 \ Q 2\ 1 18' ' s I \ .* ""°'i \ 1 \ ■ 1 ENGINEERS SURVEYORS RICH AVE MM. - - a - NNE s mmr AM MA - m s ,3 - - - I .2 W. 1801 BROADWAY, #110 SPOKANE, WA 99201 LEWISTON, ID 83501 101 THAIN RD. r ,„---- ,---- ..► .....® ® ® ® ® ®—na.o - r" ---- l I r ,.....„-- _ _— 1 r ( �-_ ��____ \ 1 ) ) ) ( -..� �\i \ \ \ ( \ ,\ice ......,,... �� `�� N '\'° \ \ \ \-' \ c \ ?, \ \ 1 \ 4 , \ ..,)\ '1; \ o \ \ \ \ \ S \ \ \ \\\ \.\\ \ \ . \ \ \ ..--- :1:::.s. . . . . 1 0 0 CC ..1Auu.,ua,n.11:Y111411 ,r Y,k'mi, ..i ,4. L i 'ii M xi, u 11.11 .me._umimaun Lk .. L TR L 11 DOTS REPRESENT GENERAL AREA OF PHASE 1 CONSTRUCTION kia.La.4 HARRIS SUBDIVISION GENERAL OVERVIEW -\ I WOOD ORC ARDS uui. Im“,..iL,1,. .n uo1L. rmm uYnYwen um .1u614■411k:x:a..i41.61,mw■ FILENAME: OVER OFFICIAL PUBLIC DOCUMENT SPOKANE COUNTY ENGINEERS OFFICE Ri9iL PROJECT i SUBMITI AL 4 RETURN TO COUNTY ENGINEE9 OVERVIEW l SHT 1 OF 3 RIYYdiY.4YtlU &.gw IYYi11>L6:IY4Y{n:aunLifW4hUb I�huI1�11A11iI�tll iY�lilli1111i11iYYItliI III1111,11,0111llilll6:l.IIlA: 1111111, 111111111111 !!!Lil,11,11,e1111 11.11011 11110.1111111101111. I!!r111:.I11■ ill 1::1111111111111:11411 II 101:III::11,1II IWIII 1111111 11111,11111111:1, 11,1 111111111111,1 1 IIIIII.II ill! 11.IIIIII,1,1111111 11111111 10111 .1 111 .11II.IIII, IIII 11,10 I I ,:IIII011i 1111:, 11111111 a DATE BY APPR. J GRAPHIC SCALE REVISIONS ( IN FEET ) 1 inch = 20 ft. NOTE: ANY CONFLICTING UTILITIES SHALL BE RELOCATED PRIOR TO CONSTRUCTION OF ROADS OR DRAINAGE FACILITIES. CLIENT PROJECT MANAGER PROJECT ENGINEER I 111110 111.11111111, 111,11111 EXISTING TYPE "A" CURB EXISTING END CURB CUT TO MATCH TOC EL 99.65 ,11 .1].111. Ili 11,1u.I, i1161m1o1111,11111I.a,11.1 I. .11,11ki e 111101 Ilk I c . - • .. 1. nalnll1■nl Inm1 ,111111.,1111 111.utl111„11.1.1.1 11.1. 1 I.,. IA I 1 Y1, 1 11.. POWER POLE R2 AF PROVED E3Y _ g EXISTING EDGE OF ASPHALT z tf) (0 III, 111111 1 1 0 1 N 0) 0 +00 10' TAPER TO 18' WIDTH _ BETWEEN 0 +00 AND 0 +30 EXIST CATCH BASIN 0 RIM EL 98.95 0) EAN DATE DESIGNED BY SEAN DATE '. DRAWN BY DATE CHECKED BY 1 .. , 1 .11 ,1 , 1. ■ 1111, 111m 1111, 1111 Yx IIII ■ 11 I I TELPED LOT EXIST CATCH BASIN RIM EL 98.70 PROTECT tf) N O 101.72' CI END TAPER STA 0 +30 DATE 8/10/93 DATE 8/10/93 DATE 0+40 FUTURE UTILITY & DRAINAGE EASEMENT CR STA 0 +38.61 FUTURE '208' BASIN Co 1 EXISTING CURB TBM— NAIL SET IN NORTH SIDE OF POWER POLE. ELEVATION ASSUMED TO BE 100.00' 1 0 PROPOSED TOP OF CURB N ro to 1/ 1/ CR STA 0 +88.10 0) O 0 +80 0) t O O r W. 1801 BROADWAY, #110 SPOKANE, WA 99201 N \ 1. „ ! / \, „ I' \! ' \, 18' RICH STA 1 +26.72 HARRIS STA 0 +00 O 1 +20 0 5.0' Ch 0 18' \\ 17' CR STA 1+64.11 TOC EL 102.13 FUTURE CURB DROP - SDMH RIM EL 101.10 CATCH BASIN RIM EL 100.90 0 DEVELOI'E.R SIGNATURE AF?ROVAL DATE oci 0) 10' mar MY � EN& NEER5 ® SUR VEYOR5 1 1.00' EXISTING EDGE OF ASPHALT 101 TRAIN RD. LEWISTON, ID 83501 +0 � 0 1+60 FUTURE '208' EXTENSION CR STA 0 +37.39 FUTURE CURB DROP '208' BASIN BOTTOM EL 99.42 30' , 101.72' INSTALL SPOKANE COUNTY CLASS "B" DRYWELL W/ TYPE 3 FRAME & GRATE RIM EL 99.92 111,101 1'1110 l' IT' I III II FUTURE UTILITY & DRAINAGE EASEMENT STA 1+80 LT. 29' ro EXISTING EDGE OF ASPHALT 2 +00 ✓ c� N Ov(15 `e4 © . .� ,, \ - - - - �— y d -- ‘ p• 10 DRAINAGE veammessumr.INI''Y 11111 1 11 0) NN] M N 0 F - (/) W 100' VC I-- 25' TAPER POWER POLE RICH AVENUE - I 0) 1.0 to O 2 +40 + N W < 0 NO BEGIN CONSTRUCTION STA 2 +53.14 TOC EL 10611' 7Y 0) O SEE SHEET 3 (DETAILS) FOR TYPICAL X— SECTION CALL BEFORE YOU DIG!! 456 -z )00 to 0 rn 0 2 +80 8 PROPOSED TOP OF CURB 115.62' 0 0 M 0 LIMITS OF PHASE I CURB INSTALLATION ) N Prj 3+ 20 HARRIS SUBDIVISION ROADWAY & DRAINAGE FUTURE 5' WIDE ACQUISITION AREA _ 5' DEDICATION FOR ROAD PURPOSES CR STA 3 +53.46 TOC EL 117.E END CURB THIS PHASE to ' .i d L') CC r7 C: I W C U Z LC 0 W O I- . f2P u) m � :Q C.) I- 0 z w o HATCH DENOTES PROPOSED PAVING AREA POWER POLE TELPED 25' 0 Z D) 0 1 25' Ft-o G 144 a r- 100 ca OFFICIAL. PUBLIC DOCUM I' NT SPOKANE CCIUNTY ENGINEER' 3 OFFICE X683 � PROJEC } x �- SUBMrAL RE-TUB SO COUNTY EAGMEE9 FILENAME: RICHPP D IRE HYDRANT G t vs >`xFtRES oar 1 RICH AVE. 0 +00 TO 3 +94.07 140 120 SHT 2 . ()F3 Jd41 11 tlY4Jid[tlJYdlillmltlii le ltl66YIW tl11111Yitl11{ 111 J „Itlul in, 11 1111 1 III, I I Yld dl .tl 1 1d,ilf nl,liltld 11111111111YII IINI 1 li,elllili,l 11I 1111,1411, 11111'111111 1111111,11 Y. 1 ,, Y III I YI11J1 11Y 11 1 ,1111, I „11 1 1111 11 1 I I Y u 1 1 1 1 1 1 1 , 1 1 , 1 , , 1 1 1 1 3 1 , ,I 1,,1611,i111,1n, 11 IY 1,11,11 1 1 1 J 1 Y 1 1 1 1 1 „ 1 1 1 1 1 11 J e 1 1 1 1 1 , 1 1 1 1 1 1 1 1 1 1 1 1 1 e 1 1 1 1 1 1 1 1 1 1 1 1 1 1 J l l l l J l l 1 1 1 loll , I Mil I . 1 , 1 . tl 1 1 1 1 1 1 1 J , e 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 „ l u 1 1 1 1 1 , 1 1 , InY1111 11 1 1 1 , 1 1 1 1 1 , 1 1 4 1 1 1 1 , 1 1 1 1 1 1 1 , 1 , 1 p 1 , H , 1 , 1 i , 1 1 1 1 1 1 1 , 1 1 1 1 111 1 1 n 1 1 1 1 11 1 1 1 1 d 1 1 , 1 1 1 1 1 u 1 11 I 1 1 Y 1 1 1 1 1 1 1 J 16111 , 1 , 1 1 , 1 Y , 1 1 1 , 1 1 1 1 1 u 1 1 1 1 ,11 111 1 1 1 11, 1 1 , 1 1 1 1 1 1 1 1 1 1 , 1 1 1 1 1 1 1 1 1 1 1 1 1 , 1 1 , 1 1 1 1 1 1 1 , 1 1 1 1 , 1 , 1 1 1 1 . 1 1 , 1 1 1 1 1 1 1 1 I 1 NO. DATE BY 1 APPR. LINE POND WITH SOD OR GRASS TURF REVISIONS 3 .2' MIN DRAINAGE EASEMENT AS SPECIFIED ON PLANS DRAINAGE STRUCTURE TYPICAL '208' POND WITH . DRAINAGE STRUCTURE SECTIONAL VIEW CLIENT PROJECT MANAGER PROJECT ENGINEER TOP OF CURB ELEVATION GRATE ELEVATION FLAT POND BOTTOM ELEVATION AS SHOWN ON PLANS. f NOT TO SCALE APPROVED BY STREET ROW UNE 4.11 . _a_luP•'•' 1 "•• WWI IJLYtlY41.. WWU4�uiweJ WW1quY4YeLW41e1�uuWWeiiLWeJe6n11Y1We4W�geYRrS p Wllyyy yy lyy WU µy Y4YJWI. YMMO4wuaeRU 4L6YnwWkiph.md 1114Jp1111Y141J1111,tl,nR411 {NdLYpYJmll ,I 1,e1uv1Y1e „1111 Y11,11Ye11e,1 111,1,1111 Jae111e,1.11e,1111, 11 „le„ 111,1 F 7 ' r DATE DESIGNED BY SEAN DATE ! DRAWN BY DATE ' CHECKED BY \\ L 1, .111111.11,1 I11s 11111 111, 1,111111 .1, II JI „tl,.1 CURB DROP J R/W SPOKANE COUNTY TYPE "A” CURB. DATE 11/4/93 DATE DATE NORMAL GUTTER UNE ELEVATION 7' ASPHALT PAVEMENT T FUTURE CURB & CURB DROP 11, Yt i 60' ROW 18' EXPOSE 6” CURB FACE (TYP.) / P ROPOSED ASPHALT PATCH CLEAN CUT EXISTING ASPHALT PRIOR TO CONSTRUCTION 4 6 ()) ‘'D - e) Ic (y EXISTING ASPHALT ---■ EXISTING ASPHALT --_- EXISTING RICH AVE SLOPES I TO SOUTH 2” CLASS "B" ASPHALT CONCRETE CONTAINING 5 3/4% TO 6 1/4% ASPHALT ON 8” CRUSHED ROCK TOP COURSE IN ACCORDANCE WITH WSDOT SPECIFICATIONS. -.-- .I.E --S �3 T;' c oN ENG /NEERS W. 1801 BROADWAY, #110 SPOKANE, WA 99201 TYPICAL SECTION - RICH AVENUE STA. 1+64.11 TO 3 +53.48 NOT TO SCALE :47 va a W a e SURVEYORS 101 TRAIN RD. LEWISTON, ID 83501 R/W w d Q w E= I 1 C� 1 \ 1 NOT TO SCALE DRYWELL - TYPE "A” NOTES: 1. GRAVEL BACKFILL FOR DRYWELLS SHALL BE 1” TO 3" WASHED NATURAL GRAVEL. QUANTITY: TYPE "A" - 30 C.Y. TYPE "8" - 40 C.Y. 2. DRYWELLS ARE LOCATED IN THE 208 PONDS WITH A STATION AND OFFSET FROM CENTERLINE OF STREET 3. WRAP GRAVEL ENVELOPE AND DRYWELL BARREL WITH AMOCO 0545 FILTER FABRIC IN ACCORDANCE WITH SPOKANE COUNTY STANDARDS. STANDARD PRECAST DRYWELLS HARRIS SUBDIVISION PHASE 1 - RICH AVENUE FRAME AND GRATE, TYPE "3" CQ &TE ELEVATION BOTTOM OF SWALE ONES, SE ET. THIS SHE C:a � G AVEL BACKFILL, SEE NOTES EEPAGE PORTS 5" x 5' -0" DIA. PRECAST CONCRETE BASE UNDISTURBED MATERIAL OFFICIAL PUBLIC DOCUMENT SPOKANE COUNTY ENGINEER'S OFFICE �pJC+a^ 4 4 , tl "�`i �4s. �Pi 603 PROJECT # SUBMITTAL # RE TLSP,N "t0 COUMTY ERCI EEB FILENAME: DETAIL DETAILS 1 +64.11 TO 3 +53.48 !EXPIRES 06/22/ ill 1 EVA 15T ADDITION PLAT 13/40 NO. DATE BY APPR. 3 O 0 0 0 25 50 100 SCALE. 1" • 50' EVA AQDITION PLAT 12/55 REVISIONS EVA 2ND ADDITION WEST PLAT 13/56 EAST 3= 7 FE OF GOYT LOT PIPE , � 20' IRRIGAT;:5.: tq� FD• / i I, O N 2 O FD• 41.60' ' % - / n R,; ;. .126.7'7; LOT 4 IC 1.72' ' ' r .._.._•• , .I 2 1 25 ,, i;�', I �_ I •. h -,7J .J I.1 r . 1 1 E .' i i_ O T en ' � • tr 1 r K BASIS OF BEARING 20' 9 ' 0 j 20' I • �C L.. N _ .._ .1 4 8 :D6 C/0 "W 4 10 ;.72' 20' ! LOT ry 101.72' P ✓P RICH AVE Rfr 4 BEARINGS ARE BASED ON THE CENTERLINE OF RICH AVENUE A5 SHOWN PER PLAT FILED IN BOOK 15, PAGE 55 SURVEY PROCEDURES BEARINGS AND DI5TANCE . 5: ~OWN HEREON ARE BASED ON A 5:R 1E5 OF CHECKED MEASUREMENTS ,MADE WITH A LIETZ SET 4 TOTAL STATION BY WYATT JAYKIM EN&INEE.∎S, INC., IN JUNE 1993 CLIENT PROJECT MANAGER PROJECT ENGINEER 58"'!2'46 "E \ 394.06' R2= 589'12'03 "E c; v.vi 369.22' ; R2° 588'07:36 "E • 125 i 7- (• 1 I • 1� 25' z',, ,r FD BOLT • 1 TH L ! NE OF THE SOUTH 0:'IE - THIRD OF . GOV'T LO r 3 r7 (N od 0 era.... .... t.1 1 253,44' N8 9 ° 06'00 "W «06'00" Vv. 345.91' APP VED 5Y LOT 5 - 126.77' • \zgo� oe\•zi 20' , . • LOT v � Rr2e; J 20' Q 589'06'00 "E a _ 01. 2 • 11 en Li 25' i L 0 — 7 I 20' L. .— . o N89'0600`'W 0 0 101.72' r.._. ---- ..� 0 25, I LOT 8i . 20' 101.72' Aat 369.06' LEGEND FOUND 1" PIPE, UNLESS NOTED OTHERWISE FOUND 5/8" REBAR WITH PLASTIC GAP MARKED "L5 22961 ", PER PHASE I OF HARR15 SUBDIVIS 0 5ET 5/8" REBAR WITH PLASTIC CAP MARKED "L5 22961" 1A 1.,. 20' (y aci o DATE' DESIGNED BY DATE DRAWN , BY DATE CHECKED BY O 0 O 1i 394.00' 369.26' I " ` \ 1 Q 588'07'35 "E 115.68' 1 , EAST LINE OF THE WEST 253.41 FEET OF THE EAST 3`14.00 FEET OF C>OV'T LOT .3 115.62' RI= N89°06'00 "W 346.13' DUILDING 5ETBAC.K LINES EXISTING WIRE FENCE RI• EVA ADDITION PER BOOK 12 OF PLATS PAGE 55 R2- EVA FIRST ADDITION PER BOOK 13 OF PLATS PAGE 40 R3" EVA 2ND ADDITION PER 13O0K 13 OF PLATS PAGE 56 DATE DATE DATE O O co : 6 0 14 i -- o 0 0 Q 0 1 0 25' 25' m N O 2 25' 25' 0 =D. REAR AT 5W COR GOVT LOT 3 pta 4 E c1, EA/& /IVEE✓'5 W. 1801 BROADWAY, //110 SPOKANE, WA 99201 SIJiE' /EYCg5 DEC 1 ATION AND DECLARATION KNG''e ALL THESE MEN BY THESE PRESENTS, THAT MICHAEL ETHAN 'HARRI5 AN .IOA ROSE HARRI5, HUSBAND AND WIFE, HAVE PLATTED INTO LOTS, 131..O: =.5 AND STREETS THE LAND SHOWN HEREON TO BE KNOWN A5 HARRIS SUBI :':VIS PHASE 2, SA ID LAND BEING DESCRIBED AS FOLLOWS; THE: " EST 253.41 FEET OF THE EA 5T 394.00 FEET OF THE SOUTH ONE ?THIRD OF -E EAST 1038 FEET OF GOVERNMENT LOT 3 IN SECTION 3, TOWNSHIP 25 NORT t RANGE 44 EAST, WILLAMETTE MERIDIAN, LYING NORTH OF THE SOUTH 30 ..�T EXC.: THA PORTION DESCRIBED A5 FOLLOWS: BE(-;' ,; ,:NC. AT A POINT ON THE WEST LINE OF MCDONALD ROAD WHICH 15 7.00 '- ET SOUTH OF THE NORTH LINE OF SAID SOUTH ONE THIRD OF GO ; "11,4ENT LOT 3; THENCE NORTHERLY, ALONG SA ID NORTH LINE, TO A Pot?'/•• WHICH 15 394.00 FEET WESTERLY , MEASURED AT RIGHT ANGLES, FRG' 'HE EAST LINE OF 5A ID GOVERNMENT LOT 3; THENCE SOUTHEASTERLY TO ' C POINT OF BEGINNING 5171+ ; IN THE COUNTY OF SPOKANE, 5TATE OF WASHINGTON. SUB;.:' ' ".T TO RESERVATIONS OF RECORD AS CONTAINED IN SPOKANE COUNTY AUDI" :;R'S FILE NUMBERS 567397 AND 734478A. THE ATTOR(5) DO HEREBY DEDICATE TO SPOKANE COUNTY, FOR PUBLIC. U5E FOR:: , 'ER, THE 60 FOOT WIDE STREET AND 50 FOOT RADIUS CUL DE SAG TO 5 KNOWN HARRI5 COURT, A5 RIGHT OF WAY FOR ROAD PURPOSES AS 5HON HEREON. UTIL ! "Y EA5EMENT5 ME HEREBY GRANTED TO THE SERVING UTILITY C01Th' iIE5 OVER A TEN FOOT WIDE STRIP LYING ON BOTH 5IDE5 OF .`:,QRIS COURT AS SHOWN HEREON. 1. 111LOING SETBACKS 5IDe YARD AND REAR YARD SETBACKS SHALL BE DETERMINED AT THE TIME BUIL :SING PERMITS ME REQUESTED - UNLESS THESE SETBACKS ARE SPEC FICALLY DRAFTED ON THIS FINAL PLAT. THE SETBACKS INDICATED ON THIS r'LAT MAY BE VARIED FROM IF PROPER ZONING APPROVALS ARE !Of 'T,1 :1 .D, :2. : ,'JaLIC WATER SYSTEMS Ti r't,BL WATER 5YSTEM, PURSUANT TO THE WATER PLAN APPROVED BY +.;c Y AND STATE HEALTH AUTHOR IT1E5, THE LOCAL FIRE PROTECTION • 'r7?ICT, COUNTY BUILDING AND SAFETY DEPARTMENT AND WA TER PURVEYOR, 4!... BE INSTALL- "D WITHIN THIS SUBDIVISION AND THE APPLICANT SHALL '%E FOR IND!V!DUAL DOMESTIC WATER SERVICE AS WELL AS FIRE CTION TO EACH LOT AND PRIOR TO ISSUANCE OF A BU ILO !NG PERMIT -=AGH LOT. TE '"NA'!:.? Y5TEM5 USE :7 AND WA "ER SYSTEMS 15 PROHIBITED. :3LIG SEWER CONNECTION tEEW DWELLING UNIT SHALL BE DOUBLE PLUMBED FOR CONNECTION TO 'L TL E AREA WIDE COLLECTION SYSTEMS. 5. t' -5ITE SEWAGE SYSTEM 5U13,iucT TO SPECIFIC APPLICATION APPROVAL AND I55UANGE OF PERMITS BY THE HEALTH OFFICER, THE USE OF AN ON - SITE SEWAGE SYSTEM MAY BE AUTHORIZED. 6. UTILITY LOCAL IMPROVEMENT D ISTRICT • THE ' OWNER(5) OR SUCCESSOR(5) IN INTEREST AGREE TO AUTHORIZE THE COUNTY TO PLAGE THEIR NAME(5) ON A PETITION FOR THE FORMAT OF ULID by PETITI METHOD PURSUANT TO RCW 36.94, WHICH PETITION INCLUDES THE 0 WNER(5)' PROPERTY AND FURTHER NOT TO OBJECT BY THE 5!GN1;\!& OF A PROTEST PETITION AGAINST THE FORMAT OF A ULID BY RESOLUTION METHOD PURSUANT TO RGW CHAPTER 36.94 WHICH INCLUDES THE OWNER "IS)' PROPERTY. PROVIDED, THIS CONDITION SHALL NOT PR OHIBIT THE OWNCi'(51 OR SUGGE5SOR(5) FROM OBJECTING TO ANY AS5E55MENT(51 ON THE PROPt:F T Y A5 A RESULT OF IMPROVEMENTS CALLED FOR IN CONJUNCTION WITH THE ° 0RMATION OF A ULID BY EITHER PETITION OR RESOLUTION METHOD UNDER RG W CHAPTER 36.94. IN W;' ;•,E55 THEREOF, THE UNDERS IGNED HAVE CAUSED THEIR NAMES TO BE AFFI ?:ED THIS DAY OF , 199__, MICHi L ETHAN HARRIS A GKNCi'VCL EDGEMENT 5TA rl' OF WASHINGTON] GOUN - Y OF SPOKANE I ON T; il5 DAY PERSONALLY APPEARED BEFORE ME MICHAEL ETHAN HARRIS AND L IDA ROSE HARRIS, HUSBAND AND WIFE, TO ME KNOWN TO BE THE INDWI DUAL5 DESCRIBED IN AND WHO EXECUTED THE WITHIN AND FOREGOING INST,,WENT, AND ACKNOWLEDGED THAT THEY SIGNED THE SAME AS THEIR FREE AND VOLUNTARY AGT AND DEED, FOR THE U5E5 AND PURPOSES THEREIN MENT.ONED. GIVEN UNDER MY HAND AND SEAL THE DAY OF I99__., NOTARY SEAL; RESIDING AT: MY `'i'O INTMENT EXPIRE5 Er '17 101 THAIN RD. LEWISTON, ID 83501 :55 LIDA ROSE HARRIS NOTARY PUBL IN AND FOR THE STATE OF WASHINGTON X FINAL PLAT HARRIS SUBDIVISION GOVY LOT 3, SECTION 3 T 25 N.. R. 44E. RECENEL+ NOV 1 5 1993 5EG T 1 ON .4 NDEX ' SPOKANE COUNTY ENGINEER AUDITOR'S CERTIFICATE FILED FOR RECORD THIS DAY OF , 199_ AT M. IN BOOK OF PLATS AT PAGE'' AT THE REQUEST OF WYATT - JAYKIM ENC''tr:E �. SPOKANE C SURVEYOR'S GERTIFIC THIS MAP CORRECTLY REPRESENTS T.' "TY MADE BY ME OR UNDER MY D !REC T I r"; ' !' CONFORMANCE WITH THE REQUIRMErr"' '' ,: THE SPOK , ,.::,,,,�:, ,` - • VI5 I01'. 1 . -SUE : � 4, O Hr c SARA MARKS, L.5. 22961 C.' SPOKANE COUNTY UT IL- I Ti EXAMINED AND APPROVED THIS DA OF 199.- DIRECTOR, SPOKANE COUNTY UTILITIES SPOKANE COUNTY EN&!NEi= EXAMINED AND APPROVED THIS OF 199_ SPOKANE COUNTY ENGINEER SPOKANE COUNTY PLAN, 1ING C EXAMINED AND APPROVED THIS OF 199_ DIRECTOR, SPOKANE COUNTY PLANNING 5POKANE COUNTY HE; EXAMINED AND APPROVED THI5 OF 199_ SPOKANE COUNTY HEALTH OFFICE'. SPOKANE COUNTY A55L" EXAMINED AND APPROVED THIS ._ OF 199_ SPOKANE COUNTY GOM SPOKANE GOUNTY TREi I DO HEREBY CERTIFY THAT THE TAXES ON THE HEREIN PLATTED Lr, HAVE BEEN FULLY PAID THI5 OF 199_, ' SPOKANE COUNTY TREASURER 11/4/93 4053PLT2.0WG F 405.3PLAT 5HT SPOKANE COUNTY ASSESSOR BY DE a Lrr( THIS PLAT WAS APPROVED AND A GC,E.I - . . r Y THE COUNTY COMMISSIONERS OF 5r r: ! A;' _= COUNTY WASHINGTON, ON THIS . C:;.' 0!- , 199 , CHA IRMAN, SPOKANE COUNTY COMM I + 1. 17 ' ) FINAL' PLAT OF HARRIS 5UDIVJ5i'. LOCATED IN A PORTION OF C LOT 3, SECTION 3, T.25 N., R. SPOKANE COUNTY, WASHIN6TON MICHAEL HARR1:5 PHASE TWO CvOV'T LOT 3, 5E0'710\ 3, T24N, �I1 r ^ fl — • i,1/ 1; /' ip NO. DATE BY APPR. I 20 0 10 11111•1111111C1111PPSOli GRAPHIC SCALE 20 WftliWORMA ( IN FEET ) 1 inch = 20 ft. REVISIONS 4-o 'it, 01 1'1'0 1 e.o ANA EX..' TING CURB EXISTING END CURB CUT TO MATCH TOC EL 99.65 A F' v'P Y POWER POLE r0. n LJ a EXISTING EDGE OF ASPHALT RESERVE DRAIN- FIELD TAPER TO 18' WIDTH BETWEEN 0+00 AND 0+30 11) . — tr) C'.1 0) CO ... r'l CO `ct CN (.0 0) a; CY; 03 oi a; d r: cnr a) .; ,- c) C. 0 Q 0) c» 1 1 - 04 00 5EINN 8/10/9 DA E DATE DESIG:iED e/R ' 5-Em V3 DATE D 7 DP titro CLO 11 CATCH BASIN 0 RIM EL 98.95 [1] TELPED CATCH BASIN RIM EL 98,70 PROTECT END TAPER STA 0+30 04 40 CR STA 0+38.61 FUTURE '208' BASIN CR STA 0+88: 0 '60 TBM- NAIL SET IN NORTH S!DE OF POWER POLE. ELEVATION ASSUMED TO BE 100.00' EXISTING CURB PROPOSED---, TOP OF CURB '` / EA/L./ I/ 8 N.( W. 1801 BROADWAY, #110 SPOKANE. WA 99201 Asszammosisumseasszr Trr.f.m 18' Ch 0 50' RICH STA 1+26.72 HARRIS STA 0+00 04 80 14.20 C 1 -- . - t[71, 271 S=0.020 .)57C •:'". OF ASPHALT 5 R VEY 101 PD. LEWISTON, !..13501 EL 101.10 r1f t 7 FUTURE '208' EXTENSION CR STA 0+37.39 '208' BASIN BOTTOM EL 100.93 3'"Y DRAINAGE EASEMENT EXISTING EDGE OF ASPHALT --- ry ----+ 8 RESERVE DRAIN- FIELD _J o' L 20' !INSTALL SPOKANE COUNTY 1 CLASS "B" DRYWELL RIM Sc GRATE ... ' 00' VC DRAINAGE N - a C‘ CV n. Ki .ct: ,n• o o c r- I DRAIN- I FIELD I I POWER POLE RIC 24 00 2-r 4 5 ' 0 AVENUE N. ' • 1. r FIELD SEE SHEET 3 (DETAILS) FOR TYPICAL X-SECTION BEGIN CONSTRUCTION /STA 2+53.14 TOC EL 106.67 -4- to c o 0 cri o o — — —J aJ w a PROPOSED TOP OF 0 1 2+80 2 HARRIS SUBDIVISION ROADWAY & DRAINAGE , WSIIIVOW , R7MMV, , 1 IMMEML.: CR STA 3+53.46 TOC EL.. 117.49 :ND CURB THIS :'HASE < no Lr) LIMITS OF PHASE I CURB INST4LATICN I ,, WV TOP= 119.7 '..-- POWER POLE E—cla, Crl T ELPED 25' 25' 0 0 0 F IRE HYDRANT RICH AVE. 0+00 TO 3+94,07 140 120 100 FILENAME: RICHPP SHT 2 0E3 ' ra gct TY 1:3 F S P 0 - 77.-7 -- COUNTY ASS 5 Ac. ki/.6Y .39.344 4--51.45" • 525 c . e., • -0 • 1 8 • . o 0 CD - 23 .L.0 37. 0 6. z5 A' c>, 40 / 7 4-4-1.: Y.e//en-vs/arre .L/Td. 2/46.37.92Z 5 L 76 4 /9 LOT33 60 • • • STEVICK ADDITION )533 A c 2-4/9c. .01110wie 011111=11111111111 /038 CO I) ' ""At ce 9; I 1 CL‘ I_ __ — _._. - ._ - - 1 1 1 cLA 1 1. 1 , 5P7 40 I 1 "."''''''* ..". _ r T -Ja 'u MOM 411•1110 NOM =MO ON11111■10 I P 74 1 011S# 0 . 5 i i 1 MOW WNW MIMI &MO •IMMI MOM MM. ..till." ■•••■ ■■■•■ ...... i (I)ct •SCO .._ I) J 1 ., • ,:.- : r i 4 7 1 I • „ J1 • /c C 1/ 25 01V/4 l. CD )'Is 45. /9c . 30 • 1.11,.• „ 11.• I 11,1,i, • P,4 • 10 01-1.1115"d."111111"P""Ual"21115"9"ra-- N 0. ------------ — – -- 33 I • 4 t I N 1 , R 7.. • : - • 't• /0 //fr/ H • 7C/9 4: • 0.02.1c 44 I IA hlieto laskoo g I. . 1111110 I•Ittl.i Wiookided 0 A V E . 3:5 • , • ■ • ft . 1 • • IN); -4. Twit It • 11. 7 , /' " s9 4 kr- 7 g • 57 ' A C) / 987 a 'CONTOUR 4/NZ I ROCKWELL. N tuaululs0 • i414. itc 9. / /ic • • 3 1 . SEE PRRCEL //54L - .9040 . "1 ' r ' r 0 K) 0 rn Lot 6, Block I a 1 strip 5 Utll Easem't NW Crorner EVA ADDITION- Existing 3/4" iron pipe ( Adams Eng.) t I \--Existing P. Nail per Plat of EVA ADDITION 4!' 0 ff , og L I i co s 0 B 96131 116.40 S 89 03 "E 136.12' 2 3 T S 89 ° 12'03 "E 136.12' S 89 ° 12'03 "E 136.12' S 89 ° 12'03'E 136.12' 5 136.12' BASIS OFBEAF lNG EVA ADO. T I 1 30 3 .c VA Lot 7, Block 1 a 1 strip. \ E O 0 co 0 4 of co EVA FIRST ADDITION - 0 O v7 co 1 ( 7 112.40' 1 r.. N N �9 v 30 30' rg i ti 0 tri '7 0 A PLAT OF A PORTION OF GOV T LOT 3 IN THE NW 1/4 OF SECTION 3, TOWNSHIP 25 NORTH, RANGE 44 E.W.M. SPOKAN COUN 1 Y WAS IING 1 ON O 0 ai co O 0 co 0 O oi co 0 0 of co S N N Scale 1"=100' - W ELt -ESEEY AVENUE S 89° 12 E S 8 °1 ?,_¢3 "E S 89 ° 12'03 "E 132.69' 132.69' Jt 1 Easem't O 2 0) 9 S 89 ° 12' 03 "E 132.69' 3 S 89 ° 12'03LE, 132.69' 4 89 ° 12'03 "E 132.69' 5 I J 1 \I 1 A --—� 1 TED 644.07 — fL t l0 1 S 8320.93 E -a. 1 0 rn O K) of oo tr co I1 O 0 ' 0 5 --07 112.97 10 S 89 ° 12'03'E 132.69' 8 0 S 89 ° 12'03 "E 132.69' Z 0 7 I -4.— 5 S 89 ° 12'03 "E 132.69' 6 /y S 89 .L °12'03 E 602.47' t I ' BENTHIN AND CLARK LAND SURVEYORS, RS. EAST 2608 SPRAGUE AVE. SPOKANE, WASHINGTON 99202 (509) 534 -3475 .tib� 1 QTR — v 2 51 2 fs- O 0 oi co O 0 0) co - 0 0 oi co FINAL PLAT 0 0 0 0 z O S 89 ° 2406 E 1038.06' • 25 25' 1 AVENUE 112.27__. - O • — I LEGEND: 1013.11' .. Plat Boundary: - - - 0 ") S 89 °1 2 03 E 551 60' MAY , 19 7 7 �= 36904 = = S 89 °1203 E 461.59 OCk 3 .l strip Set Property Corner: =4 rebar with plastic cap marked Benthin & Clark L.S. 1 3 3 1 5 , - - - N 89 °12 71 24' 1,61ock — o I step - -NE Corner EVA ADDITION ,— S 89 ° 12'03 " E Existing 3/4" iron pipe 41.60 ( Adams Eng.) 4 0 °01 25.00' `moo' 2, 61ock 3 a' strip Existing Monument; Set Monument: 4 rebar with plastic cap marked Benthin & Clark L.S. 13315, with concrete collar, -- - - - -- - _ _ - _- - - 25'125' Q I I 07 1 , 0 ' o 0 0 Z to' vi • J 2 25' 25' N 1/4 Corner ._ Existing P.K. :.ail per Plat Set . 3i1 Set Center Line or Right of Way Monument; =-4 rebar with plastic cap marked Benthin & Clark L.S. 13315 -- - - Existing P. K, Nail per lat of EVA ADDITION 1 DE DICATION KNOW ALL MEN BY THESE PRESENTS, that Leo Schmitt Inc . , a Washington Corporation and Kenneth Hartnett, as his se.parat. estate , have caused to be platted into lots , blocks , and streets the land shown hereon to be known as EVA FIRST ADDITIONi ;,., said plat being a portion of the south 500,00 feet of the north 2/3 of the east 1038.00 feet of Government Lot 3 in the: northwest l; of Section 3, Township 25 North, Range 44 East, �J�T M , Spokane County, 'nTashington, being more particularly described,.as; follows: Beginning at the northeast corner of EVA ADDITION according to plat recorded in Volume 12 of plats, page 55; thence N along the north line of said EVA ADDITION, 41,60 feet to the True Point of Beginning, a point which lies 435 ,6 feet west ofthe:'east line of Government Lot 3, when measured at right angle thereto; thence continuing N 89 °12'03" W, along said north line of ::' ADDITION, 602.47 feet to the northwest corner of said EVA ADDITION; thence N 0 °01'03" W, 500,05 feet; thence S'89 ° 12'03 ",:E 1013.11 feet to a point on the westerly right of way line of McDonald Road; thence S 0 °01'03" E, along said right of wa 69.73 feet; thence northwesterly, along the arc of a 20,, 00 foot radius curve, whose center of circle bears S 89 "'w throng a central angle of 89 °11'00 ", an arc length of 31,13 feet; thence N 89 °12'03" W, 461.59 feet to the point of curve of a 20,00.,foot :' " ' radius curve to the left; thence along the arc of said curve, through a central angle of 90 °49'00" 3 n arc length of •31.7Q.feet : : .to the point of tangent or said curve; thence SO °01'03 "E, 385.02 feet to the point of curve of a 20,00 foot radius curve to. th'e left thence along the arc of said curve, through a central angle of 89 °11'00" an arc length of 31.13 feet to the point of tangent of : said curve; thence S89 °12'03 "E, 71.24 feet; thence SO °01'03 "E, 25 feet to the True Point of Beginning, and they do hereby: dedicate to public use forever the streets and avenues shown within this plat. Lot 6, Lot 7, Block 1, and Lot 1, Lot 2, Block 3, as shown hereon, are dedicated to Spokane County, as general County` property to..:. )e dedicated for road purposes, forever, at such times as the road is continued as a full width right of way, or adjacent larid;s= Platted' _ ' :o more than one dwelling structure shall be placed on any lot, nor shall any lot be further subdivided for the purposes =of creatn additional building sites of lots without filing a replat. A public water system acceptable to County and State Health authorities, will be made available for this plat, and individual water service will be provided to each lot prior to sale of lots. tilit . easements are granted at the locations shown hereon, I :>J WITNESS 'WHEREOF, the said owners have hereunto set their hands and the said corporation officers have affixed their seals this day of . , 1977, Leo Schmitt, Inc, 3y - ACKNOWLEDGEMENT STATE CAF "TAS -I CTO'') SS o On this day of , 1977, before me ersonaily a CO: - 0 SPOKA_', E ) personally appeared . Leo Schmitt and Eldora E. Schmitt to me known to be the & . respectively, of Leo Schmitt, Inc. , and also Kenneth B. Hartnett an individual the corporation and individual that executed the within - -and foregoing instrument and acknowledged said instrument to -be the'' free and voluntary act and deed of said corporation and individual for the uses and purposes therein mentioned, "and each officer stated on oath that he was authorized to execute said instrument and the seal affixed is the corporate seal of 'said - corporation , T `^' I;'NESS '.ArT-EREOF, I have hereunto set my hand and afficed my official seal the and year first above written. SURVEYOR 'S CERTIFICATE I, James F. Benthin, a registered Professional Land Surveyor, hereby certify that the map shown hereon was prepared by me. subsequent to an actual survey on the ground in Ap_R1;__ 1977, and that the same conforms in all respects to the provisions of the ordinances of Spokane County, now in effect, and that the lot corners and monuments have been properly set, es F, Benthin! registered Professional Land Surveyor COUNTY ENGINEER Examined and approved this > day of,_ COUNTY COMMISSIONERS This plat was approved and accepted by the County Commissioners day of , 1977, COUNTY PLANNING COMMISSION >_amined and approved this.,/,`": 7" day of ..;; err, ?. SPOKANE COUNTY HEALTH DISTRICT Examined and approved this ' ___day of COUNTY TREASURER COUNTY ASSESSOR Examined and approved this day of , 1977, , 1977. Kenneth B. Hartnett Notary Public in and for the State of Washington, residing i.> Spokane_. 1977, , 191/. / !J. . County Engineer of Spokane County, W on'tth--iis . Chairman, Spokane County Commissioners Spokane C Health Officer by /` > ?.. Planning Director my Planning Comm Spokane County Treasurer Spokane County Assessot. / Chairman I, Don \\T Brown, Treasurer of Spokane County, Washington, do hereby certify that all taxes which have been levied and .become. chargeable against the land shown within this map and described in the dedication of this date, have been fully paid,.; satin ed:'; and discharged. Dated this day of 1977,, EVA 15T ADDITION 1300K 13 OF PLATS PAGE 40 0 25 NO DATE BY I APPR. 50 0 0 ( 1 SCALE: 1 • 50' 1 1 1 1 100 EVA A DITION 600K 12 qF P PAGE 55 I Ip 0 EVA 2ND ADDITION 5OOK 13 OF PLATS PA CAE 56 REVISIONS A /A ,".- 41.60' 1 / / / 11 9 N 1 , FD. PIPE 1 i 1 1 O 5TEVICK ADDITION ROOK 1 OF PLATS PA CAE 80 x RICH AVE N 0 0 c FD. PIPE x "co t ci 1 t t A i \ x A \ FD. PIPE "--- SURVEY PROCEDURES BA5I5 OF BEARING: WEST LINE OF THE EAST 394.00 FEET OF GOV'T LOT 3 If FD. PIPE BEARINGS ARE BA5ED ON THE CENTERLINE OF RICH AVENUE AS SHOWN PER PLAT FILED IN BOOK 12, PAGE 55 8 ' , O FD BOLT 4 8.16' BEARINGS AND DISTANCES SHOWN HEREON ARE BA5ED ON A 5ERIE5 OF CHECKED MEASUREMENT5 MADE WITH A LIETZ SET 4 TOTAL STATION BY WYATT- JAYKIM ENGINEERS, INC., IN ME 1993 CLIENT PROJECT MANAGER PROJECT ENGINEER 589 "E 588 ° 07'35 "E NORTH L INE OF THE SOUTH ONE - THIRD OF GOV'T LOT 3 394.06' 369.22' s; s; 253.54' if 253.44' 14 — N89 "W R 1. 47.92' N89 ° 06'00 "W APPROVED DY EAST LINE OF THE WEST 253.41 FEET OF THE EAST 394.00 FEET OF GOVT LOT 3 ✓+ 31 345.91' - x 31 I1 Lf 0 0 0 vr z DATE DESIGNED BY DATE DRAWN BY DATE CHECKED BY NORTH 1/4 SECTION 3 FOUND BRA55 PIN IN 11/2" PIPE IN MONUMENT CASING AND 3 RP'S PER BOOK 48 OF SURVEYS PAGE 95 O O 20' 369.06' 10' WIDE UTILITY EASEMENT N IL. C.. 31.7 I` 90.29' .90'55'24 „ _� R 1• N89'06 00"W 346.13' EXISTING WIRE FENCE RI. EVA ADDITION PER BOOK 12 OF PLATS PAGE 55 R2= EVA FIRST ADDITION PER BOOK 13 OF PLATS PAGE 40 R3. EVA 2ND ADDITION PER BOOK 13 OF PLATS PAGE 56 DATE DATE DATE 4. bi 25' 0 1 1 ■ 0 0 z 0 3 V 25' N Cl 25' Iw 5' DEDICATION FOR ROAD PURPOSES 5' FOR FUTURE ACQUISITION AREA REDAR &OV'T L CORNER LE &END • FOUND 1” PIPE, UNLESS NOTED OTHERWI5E Q 5ET 5/8” REBAR WITH PLA5TIC GAP MARKED "L5 22961" N ∎ 1/1 • is MOW 6770 Gam MEI PAW AitiE a -- . ec, - aff ENGINEERS 0 SURVEYORS W. 1801 BROADWAY, #110 SPOKANE, WA 99201 UAW .ems 6 _VS or AG grIAMIAIAA. _ � X47.4A144440 7'4 1 .4IAd:11<Y81.14PAIGAIMIAVAIZA. DEDICATION AND DECLARATION KNOW ALL ThESE MEN BY THESE PRESENTS, THAT MICHAEL ETHAN HARRI5 AND LIDA ROSE HARRIS, HU5BAND AND WIFE, AND THAT WILLIAM HENRY ALBAGH AND EVELYN EL ALDACHL HUSBAND AND WIFE, HAVE PLATTED INTO LOTS, BLOCKS AND 5TREET5 TIE LAND SHOWN HERON TO BE KNOWN AS HARRIS SUBDIVIS PHASE 1, 5A ID LAND BEING DESCRIBED AS FOLLOWS TIE EAST 394.00 he-ET OF THE SOUTH ONE -THIRD OF THE EAST 038 htt1 OF GOVERMENT LOT 3 IN SECTION 3, TOWNSHIP 25 NORTht RANGE 44 EAST, WILLAMETTE MERIDIAN LYING NORTH OF TIE SOUTH 30 f et. t A EXCEPT THE WEST 253.41 het t THEREOF: AND EXCEPT THAT PORTION DESCRIBED AS FOLLOWS: BEG INNING AT A POINT Ot4 TIE WEST LINE OF MCDONALD ROAD WHICH 15 7.00 ht-E1 SOUTH OF TIE NOR TH LINE OF SA ID SOUTH ONE - THIRD OF GO VERNMENT LOT 3' THENCE NORTHERLY, ALONG SA WEST LIIE, 7.00 FEET: THENCE WESTERLY ALONG SAID NORTH LINE TO A POINT WHICH 15 394.00 FEET WESTERLY, MEASURED AT RIGHT ANGLES, FROM THE EAST LINE Of SAID GOVERNMENT LOT 3 THENCE SOUTHEASTERLY TO TFE POINT OF BEGINNING AND ALSO EXCEPT MCDONALD ROAD ;X(MIA,(IIGMART AA.�E;1'u;/dfif S IN TFE COUNTY OF SPOKANE, STATE OF WASHINGTON. 5 U3JEC T TO RESERVATIONS OF RECORD AS CONTAINED IN SPOKANE COUNTY AUDITOR'S FILE NUMBER5 5673`17 AND 734478A. TIE PLATTOR(51 DO HEREBY DEDICATE TO SPOKANE COUNTY, FOR PUBLIC USE FOREVER, TIE FIVE FOOT WIDE STRIP ALONG MCDONALD STREET, TOGETHER WITH TIE AREA LYING SOUTHEASTERLY OF TIE 20' RADIUS LOCATED AT TIE SOUTHEAST CORNER OF LOT I, BLOCK L AS RIGHT OF WAY FOR ROAD PURPOSES AS SHOWN I-EREON. UTILITY EASEMENTS ARE HEREBY GRANTED TO THE SERVING UTIL COMPANIES OVER A TEN FOOT WIDE STRIP LYING 5 httl WEST OF AND PARALLEL TO TIE WEST RIGHT OF WAY OF MCDONALD ROAD. I. ROAD IMPROVEMENT DISTRICT THE OV EWS) OR SUGCE55OR(51 IN INTEREST AGREE TO AUTHORIZE THE COUNTY TO PLACE THEIR NAEIS) Ot4 A PETITION FOR THE FORMATION OF A ROAD IMPROVEMENT DISTRICT De ID) BY TIE PETITION METHOD PURSUANT TO CHAPTER 36.88 RGW, WHICH PETITION INCLUDES THE OWNERI5►' PROPERTY, AND FUR TH R NOT TO OBJECT; BY TIE S IGNING OF A BALLOT, TO THE FORMAT OF AN RID BY ThE RESOLUTION METHOD PURSUANT TO CHAPTER 36.88 RC W, WHICH RESOLUTION INCLUDES TI-E OWNER(5)' PROPERTY. IF AN RID 15 FORMED BY EITHER TIE PETITION OR RESOLUTION METHOD AS PROVIDED FOR IN CHAPTER 36.88 RGW, TIE OWNER15) OR SUGCESSOR(51 FI,RTIER AGREE: (11 THAT THE IMPROVEMENT(5) OR CONSTRUCTION CONTEMELATED WITHIN TIE PROPOSED RID 15 FEASIBLE: 1.21 THAT TIE BENEFITS TO BE DERIVED FROM TIE FORMATION OF ThE RID BY THE PROPERTY INCLUDED THEREIN, TOGETHER WITH THE AMOUNT OF ANY COtRTY PARTICIPATION, EXCEED THE COST AND •XPEN5E OF FORMATION OF TIE R ID: AND (3) THAT THE PROPERTY WITH THE PROPOSED RIO 15 SUFFICIENTLY DEVELOPED. PROVIDED FURTHER THAT THE OWNLR(51 OR SUCCESSOR(5) SHALL RETAIN TIE R IGHT, AS AUTHOR !ZED 17NDfR RGW 36.88.090, TO OBJECT TO ANY A55E55MENT(5) ON THE PROPERTY AS A RESULT OF TIE IMPROVEMENTS CALLED FOR IN GONJJNICT ION WITH THE FORMATION OF AN RID BY EITHER PETITION OR RESOLUTION METHOD UNDER CHAPTER 36.88 RGW, AND TO APPEAL TO THE SUPERIOR COURT THE DECISION OF THE BOARD OF COUNTY COW I551ONIER5 AFFIRMING THE FINAL A55E55AENT ROLL, IT 15 FURTHER AGREED THAT AT SUCH TIME A5 AN R ID 15 CREATED OR ANY ROAD IMPROVEMENT PROJECT 15 SANCTIONED BY SPOKANE COUNTY, THE IMPROVEMENTS REQUIRED (CURB, SIDEWALK, DRAINAGE CONTROL AND PAVING) WILL BE AT TIE SOLE EXPENSE OF THE UNDERS °WNERISL THEIR HEIR, GRANTEES AND A55 WITHOUT PAR TICIPATION BY SPOKANE COUNTY. TIE RIO WAIVER CONTAINED IN THIS AGREtNT SHALL EXPIRE AFTER TEN 101 YEARS FROM THE DATE OF EXECUTION BELOW. HOWEVER, THE OWNER(5) OR SUCCESSOR (5) AGREE THAT IF SAID RID WAIVER EXPIRES WITHOUT CONSTRUCTION OF THE REQUIRED IMPROVEMENTS, TIE OWNER(5) OR SUCCESSOR(S) AGREE TO CONSTRUCT TIE REQUIRED IMPROVEMENTS AT THEIR OWN EXPENSE, PAY TO SPOKANE COUNTY THE THEN ESTIMATED COST OF TIE REQUIRED IMPROVEMENTS TO ENABLE TFE COUNTY TO COMPLETE TIE SAW, OR FURNI5H A BOND OR OTHER SECURE METHOD SUITABLE TO TIE COUNTY MM IGH MAY INCLUDE TFE EXECUTION OF ANOTHER RID WAIVER AGREEMENT) PROVIDING FOR OR SECURING TO THE COUNTY TIE ACTUAL CONSTRUCTION OF THE IMPROVEMENTS. ALL OF TIE REQUIREMENTS OF THIS AGREE/ENT SHALL RUN WITH THE LAND AND SHALL BE BINDING UPON TIE OWNER (5/, THEIR SUCCESSOR(5) OR ASSIGN(5L THIS PROVISION 15 APPLICABLE TO MCDONALD ROAD. 2 BUILDING SETBACKS S IDE YARD AND REAR YARD SETBACKS SHALL BE DETERMINED AT THE T IME BUILDING PERMITS ARE REQUESTED UNLESS T}E'5E SETBACKS ARE SPEC DRAFTED ON THIS FINAL PLAT. TWE SETBACKS INDICATED ON THIS PLAT MAY BE VARIED FROM IF PROPER ZONING APPROVALS ME OB TAINED. 3. PUBL WATER SYSTEMS THE PUBLIC WATER SYSTEMM, PURSUANT TO THE WATER PLAN APPROVED BY COUNTY AND STATE HEALTH AUTHORITIES, THE LOCAL FIRE PROTECTION 015TRIGT, cowry BUILDING AND SAFETY DEPARTMENT AND WATER PURVEYOR, 5HALL BE INSTALLED WITHIN THIS SUBOI AND TIE APPL SHALL PROVIDE FOR INDIVIDUAL DOMEST WATER SERVICE A5 WELL AS FIRE PROTECTION TO EACH LOT, PRIOR TO THE SALE OF EACH LOT AND PRIOR TO ISSUANCE OF A BUILDING PERMIT FOR EACH LOT. A.S AL— vgNS AG - I id A6 i. .7 LA. J 101 THAIN RD. LEWISTON, ID 83501 5EG T I ON INDEX X T. .25 W. R. 44 E. GOV'T LOT 3, 5ECTION 3 ',IA' VIM)' 1"9 7/ "All'1141'!'�1111WIIRI'�Vtl'1'I, IMII:'11';;', 118 ruM r';:,rxsrr „�,� . 7L3AY.14W, � :: y W,...:; ,�:�,; 771,7 A :.: . lur�nraar� sA ?,rfrr� .r:.�:,a �.•. �rA °s..:,u::� ,,. ,�ws ,. ',�, � �errs��, ..:,c,.: ,':., A, � , ��„ y , . „ "�W .',:°,�,� 8. STORM DRAINAGE MICHAEL ETHAN HARR15 ACKNOWLEDGEMENT STATE OF WASHINGTON] COUNTY OF SPOKANE ] NOTARY SEAL: 4. PRIVATE WATER SYSTEMS USE OF PRIVATE WELLS AND WATER SYSTEMS 15 PROHIBITED. 5. PUBL SEWER GON■EGTI EACH NEW DWELLING UNIT SWAMI. BE DOUBLE - PLUIt3E0 FOR CONNECTION TO FUTURE AREA WIDE COL-LEG T ION SYSTEMS. 6. ON - SITE SEWAGE SYSTEM SUBJECT TO SPEC !FIG APPLICATION APPROVAL AND ISSUANCE OF PERMI BY TIE HEALTH OFFICER, TIE USE OF AN ON -SITE SEWAGE SYSTEM MAY BE AUTHOR 7. UTILITY LOCAL IMPROVEMENT DISTRICT TIE OWNER'S) OR SUCCESSOR (51 IN INTEREST AGREE TO AUTHORIZE THE COUNTY TO PLACE THEIR NAME(5) ON A PETITION FOR TIE FORMATION OF UL IO BY PETITION METHOD PURSUANT TO RGW 36.94, WHICH PETITION INCLUDES TIE OWNER(5t PROPERTY: AND FLRTFE..R NOT TO OBJECT BY THE S IGNING OF A PROTEST PETITION AGAINST THE FORMATION OF A UL ID BY RESOLUTION 1ETHOD PURSUANT TO RGW CHAPTER 36.94 WHICH INCLUDES TIE OWNlER(5P PROPER PROVIDED, TH15 CONDITION SHALL.. NOT PROHIB TFE OWNER(5) OR SUCCE550R15) FROM OBJECTING TO ANY A55E55MENT151 014 THE PROPERTY A5 A RESULT OF IMPROVEMENTS CALLED FOR IN CONJUNCTION WITH TIE FORMATION OF A UL ID BY EITHER PETITION OR RESOLUTION METHOD UNDER R GW CHAPTER 36.94. THE OWNERS OF LOT 1 OF BLOCK I SHALL BE IELD RESPONSIBLE FOR KEEPING OPEN AND MAINTA THE PATH OF TIE NATURAL OR MAN- MADE DRAINAGE FLOW OVER MO ACROSS ThE PROPERTY. THE LOWEST BUILDING OPENING, INCLUDING BASEMENT . OPENING, FOR ANY NEW BUILDING5 ON LOT I, BLOCK 1 SHALL BE HIGH ENOUGH TO ALLOW A MINIMUM SLOPE OF 31 AWAY FROM TIE BUILDING IN 10 FEET. ALL. ORAINAGE SHALL BE ROUTED AWAY FROM THE BUILDING TO NATURAL DRA INAGES OR OTHER LAWFUL DRAINAGE FEATURES. IN WI TNE55 , THE INDEX 5 I HAVE CAUSED THEIR imp THI5 DAY OF `•t• . c r ON THIS DAY PERSONALLY APPEARED BEFORE ME, MICHAEL ETHAN HARRIS AND LIDA ROSE HARRI5, HUSBAND AND WIFE, TO ME KNOWN TO BE ThE INDIVIDUALS DESCRIBED IN AND WHO EXECUTED TIE WITHIN AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED THAT THEY 5 1GNED THE 5AME AS THEIR FREE AND VOLUNTARY AGT AND DEED, FOR TIE USES PURPOSE 1 a IN IONLD. GIVEN UNDER MY HMO AND SEAL THE DAY OF :55 NOTARY SEAL � !`- NOTARY PUBL IN MD FOR TIE STATE OF WASHINGTON RES IRES: ' 1 MY IN WITNESS T OF, (AVERS f►?► HAVE C. a► THEIR s' 5 TO BE AFF ` DAY OF WILL HENRY ALBACH ACKNOWLEDGEENT STATE OF WASHINGTON] COUNTY OF SPOKANE ] ON THI5 DAY PERSONALLY APPEARED BEFORE 1E, WILL IAM HENRY ALBAGH AND EVELYN ELIZABETH ALBAGIL HUSBAND AND WIFE, TO LIE' KNOWN TO BE TIE INDIVIDUALS DESCRIBED IN AND WHO EXECUTED TI-E WITHIN AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED THAT THEY 5161'D TIE 5A. A5 THEIR FREE AND VOLUNTARY ACT AND GEED, FOR TIE USES PURPOSES IN ONED. GIVEN UNDER MY HAND AND SEAL THE DAY OF RESIDING AT: MY APPOINTMENT EXPIRES: 155 FINAL PLAT PHASE ONE HARRIS SUBDIVISION IPA ROSE HARR 15 ` ® x `00 ® ®��� �° EA A. g � s,(�t, IN AND FOR TFE STATE WASHINGTt N 'ra : , -. A t„- r � ..- �,.� �. 04 : 73 <,‘ lA,� 1C J, t ie C�c �•...,� �� � G VV 431,11-3x, q 11/30/93 4053PLAT.DWG FILENAME: 4053PLAT 1/' AUDITOR'S GERT IF I GATE FILED FOR cEGORD THIS DAY OF DAt 66 .l , 1992 AT 3:1 — P M. IN BOOK f7 / OF PLATS AT PAGE AT THE REQUEST OF WYATT - JAYKIM ENGINEERS. / /ijCMA 5 OKANE COUNTY 11UDITOR SURVEYOR'S CERTIFICATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SPOKA •4 ;.�� . ■ • ION ORDINANCE. SARA MARKS, L.S. 22961 SPOKANE COUNTY DIVI5ION OF UTILITIE5 EXAMINED AND APPROVED THIS .1_7_1 OF Da EC• 199 J x t. ' 5POKAN E COUNTY ENGINEER 1(0 DIRECTOR, SPOKANE COUNTY I TILITIE5 SPOKANE COUNTY ENCIINEER a 1 St EX NED AND APPROVED THIS L DAY OF ;; a . 1993 5POKANE COUNTY HEALTH OFFICER DATE: SHT 1 SPOKANE COUNTY A55E5JR riler EXAMI P AND APPROVED THIS 22. DAY OF ........:.:.. p SPOKANE COUNTY 'ASSES5bR BY PUTY SPOKANE COUNTY PLANNING DEPT EXAM NED AND APPROVED TH15 DAY OF •' _ 1993 ,p r K. DIRE(' OR, SPOKANE COUNTY PLANNING DEPT. SPOKANE COUNTY GOMMI55IONER5 THI5 PLAT WAS APPROVED AND ACCEPTED BY THE COUNTY COMMI 55 IONERS OF SPOKANE COUNTY WASHIN @T ON THIS / DAY OF CHA IRMAN, SPOKANE COUNTY COMM' 55I Q ER5 4 5POKANE COUNTY TREASURER I DO HEREBY CERTIFY THAT THE REQUIEEO,; TAXES ON THE HEREIN PLATTED LAM) v` HAVE EEN FULLY , =x ,?A ID THIS • DAY OF )2`.j,` 1992 S'OKANE COUNTY TREASURER SPOKANE COUNTY HEALTH DISTRICT EXAMINED AND APPROVED THIS �- A DAY OF '. 199 FINAL PLAT OF THE HARR15 5UDIVI5ION PHASE ONE LOCATED IN A PORTION OF GOVERNMENT LOT 3, SECTION 3, T.25 N., R.44 E., W.M. SPOKANE COUNTY, WASHINGTON FOR MICHAEL CiOV'T LOT 3, SECTION 3, T25N,R44E 3 4 .140 11 .t. , '''',$.t.,4;1411R413.4Alln ,f,Airign4,41:n,.-: , *MIL ..4 ■ 4 MI *OW CONSTRL CTION PLANS FOR PHASE I VISION RIC AVE: ROADWAY & DRAINAGE PROJECT LOCATION COLVILLE 0 0 NEWPORT SPOKANE 0 CANADA 0 BONN FERRY 0 • SANDPOINT': VICINITY MAP COEUR D'ALENE *HI Air _ Adak3 to1441.AV Amv 41.11 war ,ta DWI Aliglassati soar kiii551110111111,111111 1/WithaigAMMISLI tJ 041/ Mir /OM ear 11111 auk hi* Oki 19:211 ENGINEERS SURVEYORS W. 1.801 BROADWAY #110, SPOKANE, WA 99201 101 THAIN RD., LEWISTON, ID 83501 - wag .ear riff Aar mar — awl Wel allt Mif 41111■ w WWI *Mad BMW" MilliWqr NAV Onggr WSW MINININA OM are thdrir7111 Ara taw lam dm sa ow* a a* ow vor ma aw WNW SW NM NW •••• mei am mar mer 0 0 PROJECT LOCATION WELLESLY AVENUE HEROY AVENUE RICH AVENUE LOCATION MAP 0 1683 SHEET INDEX 1) OVERVIEW SizthET 2) PLAN & PROFILE 3) DETAILS ; ,. 4 ....4144 NO. I DATE BY APPR. I 50 0 " 44. REVISIONS GRAPHIC SCALE 25 50 • ( Ei FEET ) 1 inch = 50 ft. 100 200 I j '•1 - --CF ' !-,r• !!,-,-.., SEAN DESIGNED BY SEAN DRAWN BY t P-0 I CHECKED BY lErAvtostortntkYwroaIons* 12/13/93 DATE 12/13/93 DATE 12/13/93 DATE EVA ADDI 10\ 1 1 n I 0 O L 0 F XPIRES 06/22/ pa. AWAY Atlrl ' as ore aar I dal NA& W 4111364111 64 INE/ w , Evr ..42Lormar 444.44,144,41 44,4 14 ENGINE Q3 W. 1801 BROADWAY, #110 SPOKANE, WA 99201 (509) 328-5139 .ras 4.4 "7"4,,.es Ainkwirma 4E1 Rs LA II& 0 7 6 0 .••••- c! \ S LIR VE \ " I CI- 25' \ - — ...... 7.1....-- a— 1- mr, Amy ...... ...v 1110 atoilMs AN Ea 454 iiall NV AI 5 t. Z, C., MGM' Id li. SA ..7/ Kr LW OLI 101 THAIN RD. LEWISTON ID 83501 (208) 746-2661 18' 2 x 1 1 wow., mew agar. •■■••■• maws. %.■•••• i I 1 )) ) r s n 0 TR DOTS REPRESENT GENERAL AREA OF PHASE 1 CONSTRUCTION HARRIS SUBDIVISION PROJECT OVERVIEW \TWOOD ORC ARDS FILENAME: OVER 1683 • • • . ' • OVERVIEW SHEET .q3 PROJECT: 4053 !:•"!!!!' " ' ! • !ICT.!!!- '•' !. •' SHT 1 OF 3 u.assaltA.A:taaa-asA • 0 •-• NO. DATE 140 1 120 100 20 BY APPR. 10 20 GRAPHIC SCALE 11% • ot 40 ( IN FEET ) 1 inch = 20 ft. NOTE: ANY CONFLICTING UTILITIES SHALL BE RELOCATED PRIOR TO CONSTRUCTION OF ROADS OR DRAINAGE FACILITIES. REVISIONS 4041t. 1t X .Main y ="4 1.I'gr;4 80 zi: SEAN • DESIGNED BY t SEAN DRAWN BY !I CHECKED BY EXISTING TYPE CURB 12/15/93 DATE 12/15/93 DATE 12/15/93 DATE POWER POLE ca. EXISTING END CURB CUT TO MATCH TOC EL 99.65 7 8 EXISTING EDGE OF ASPHALT 0+00 10' TAPER TO 18' wo :NEND TAPER STA 0+30 BETWEEN 0+00 AND 0+30 EXIST CATCH BASIN 0 RIM EL 98.95 TELPED OD LOT 1 101.72' EXIST CATCH BASIN RIM EL 98.70 PROTECT to a; 0) 0+40 FUTURE UTILITY & DRAINAGE EASEMENT FUTURE '208' BASIN CD 0) .0) 4414 teXte Era a Alf Ka Afar VAIS aggr. 6.015 Kik MG Kir Mr OM CR STA 0+88.10 0) 0) 0) 0+80 ff 16Si 10' ,":•••••>.. EXISTING CURB TBM- NAIL SET IN NORTH SIDE OF POWER POLE.. ELEVATION ASSUMED TO BE 100.00' • 1141 lem ENOINHHFTSC/ W. 1801 BROADWAY, #110 SPOKANE, WA 99201 (509) 328-5139 8 r') 0 44 RICH STA 1+26.72 HARRIS STA 0+00 WIN 16. 0 50' 18' 18' Se..,16=i'VEVORS , CR STA 1+64.11 % FUTURE CURB DROP . 11.00' — EXISTING EDGE OF ASPHALT SDMH RIM EL 101.10 CATCH BASIN 0 RIM EL 100.90 * *m ommi suas S int daPIP a& w atea K Ka SI, 101 THAIN RD. LEWISTON ID 83501 (208) 746-2661 1 10' DEVELOPER 5IGNATURE 54 AP P ROVAL DATE (\I rr) 06 0) - FUTURE '208' vi z- - EXTENSION c) 1+60 FUTURE UTILITY & DRAINAGE EASEMENT CR STA 0+37.39 FUTURE CURB DROP '208' BASIN BOTTOM EL 99.42 30' (f) • 0 101.72' _.111.11.311M-1.POKANE COUNTY CLASS - 13: - DRYWELL W/ TYPE 3 FRAME & GRATE RIM EL 99.92 4E1 7 DRAINAGE 25' TAPER STA 1+80 LT. 29' EXIS1 NG EDGE OF A3PHALT 0 2+00 gal POWER POLE 10' FUTURE C DMPLETION _ OF VERTICAL CURVE PHASE II 3ONSTRUCTION a) a& MUM MAIMMIS RICH , AVENUE 0) 0 2+40 • • • BEGIN CONSTRUCTION /STA 2+53.14 TOC EL 106.66 C7_ 50' VC OD Cr • N.) Z csI < to 1- m cn 0) 0 SEE SHEET 3 (DETAILS) FOR TYPICAL X -SECTION NOTE: ADJUST PROPOSED CURB TO PROVIDE A 2% MIN X-St.OPE LIMITS 11) 0 Oi 2+ CALL BEFORE YOU DIG!! ' 80 456-8000 ,A0 115.62' 0 ro 0) rri 1 1 tr- 5' DEDICATION FOR ROAD PURPOSES 3+20 HARRIS SUBDIVISION ROADWAY & DRAINAGE FUTURE 5' WIDE ACQUISMON AREA wv TOP= Nei 119.7 CR STA 3+53.48 TOC EL 117.44 END CURB THIS PHASE PROPOSED tri .__ lur uurci -7 _1 LLI <0 OF PHASE I CURB INSTALLATION HATCH DENOTES PROPOSED PAVING AREA POWER POLE TELPED 0 25' a_ 1 0 Id Id 0 Tz- Id 0 0 0 25' - 14 FIIRE HYDRANT • '140 120 100 s , • • X•',' ' , • - : IC • I,. 0 17, RICH AVENUE 2+53.14 TO 3+53.48 PROJECT: 4053 FILENAME: RICHPP G83 SHT 2 OF 3 t ' NO. 1 DATE BY I APPR. LINE POND WITH SOD OR GRASS TURF REVISIONS 3 y .2' MIN DRAINAGE EASEMENT AS SPECIFIED ON PLANS DRAINAGE STRUCTURE SEAN DESIGNED BY SEAN DRAWN BY CHECKED BY TOP OF CURB ELEVATION GRATE ELEVATION FLAT POND BOTTOM ELEVATION AS SHOWN ON PLANS. NOT TO SCALE 12/13/93 DATE 12/13/93 DATE 12/13/93 DATE STREET ROW UNE WI. TYPICAL '208' POND WITH DRAINAGE STRUCTURE SECTIONAL VIEW EXPIRES 043/22/ 4 K - 7' CURB DROP R/W SPOKANE COUNTY TYPE "A" CURB. 7 ' NORMAL GUTTER UNE ELEVATION ASPHALT PAVEMENT 60' ROW EXPOSE 6" CURB FACE (TYP.) dura my 6,9 SW UM Aft Si FUTURE CURB & CURB DROP W. 1801 BROADWAY, #110 SPOKANE, WA 99201 (509) 328 -5139 3'+/- 18' 7 PROPOSED ASPHALT PATCH CLEAN CUT EXISTING ASPHALT 15' FROM CENTERLINE PRIOR TO CONSTRUCTION 15' NO- EXISTING ASPHALT EXISTING RICH AVE SLOPES 1 TO SOUTH 2" CLASS "B" ASPHALT CONCRETE CONTAINING 5 3/4% TO 6 1/4% ASPHALT ON 8" CRUSHED ROCK TOP COURSE IN ACCORDANCE WITH WSDOT SPECIFICATIONS. TYPICAL SECTION - RICH AVENUE STA. 2 +53.14 TO 3 +53.48 NOT TO SCALE WI • • . L L a s te - sr Imo la E GIGVHER's sut VEYOtS 101 THAIN RD. LEWISTON ID 83501 (208) 746 -2661 TO EXISTING EDGE OF ASPHALT EXISTING ASPHALT --- R/ W (f) U w 0 w J J CL %I NOTES: 1. GRAVEL BACKFILL FOR DRYWELLS SHALL BE 1" TO 3"' WASHED NATURAL GRAVEL QUANTITY: TYPE "A" - 30 C.Y. TYPE "B" - 40 C.Y. 2. DRYWELLS ARE LOCATED IN THE 208 PONDS WITH A STATION AND OFFSET FROM CENTERUNE OF STREET 3. WRAP GRAVEL ENVELOPE AND DRYWELL BARREL WITH AMOCO 0545 FILTER FABRIC IN ACCORDANCE WITH SPOKANE COUNTY STANDARDS. NOT TO SCALE HARRIS SUBDIVISION DETAILS MOM FRAME AND GRATE, TYPE "3" GR&?E ELV6719N BOTTOM OF S // WALE ONES, SE ET. THIS . SHE CI i_ O AVEL BACKFILL, SEE NOTES 'SEEPAGE PORTS 5" x 5' -0" DIA. PRE -CAST CONCRETE BASE I \ UNDISTURBED MATERIAL DRYWELL - TYPE "A" STANDARD PRECAST DRYWELLS FILENAME: DETAIL 1683 DETAIL - SHEET PROJECT: 4053 I SHT 3 OF 3