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PE-1683A-92Date to Review Date to AA & DR Date Received Contact person FLOOD ZONE Planning Contact Person Date Submitted 11 -16 -93 ENGINEER'S REVIEW SHEET BLDG. PERMIT # -or -FILE# Related File # ( ) Project Name HARRIS SUB PHASE 2 SITE ADDRESS N RICH/W McDONALD Applicant's Name MICHAEL E HARRIS Address 12918 E 22ND - SPOKANE WA 99216 ✓ NO Time Time W 4 S 1 SCHOOL 361 Engineer / Surveyor's / Architect's Name Work # Date Conditions mailed Phone # Description I Initials PE- 1683A.9, No. Lots 8 No.Acres S e ct ion - Township - Range PARCEL # 03542 -9051 Phone # 926 -2508 JAYKIM WYATI' ENGINEERS 1801 W BROADWAY #110 SPOKANE WA 99201 328 -5139 Phone # 456 -2205 a / as / AGREEMENT TO PAY FEES OR PRIORITY FEE COMPLETED & COPY TO ACCOUNTINGcI4— 2 / a.3 134. FINAL PLAT FEES COMPLETED & COPY TO ACCOUNTING / / NOTICE TO PUBLIC # 1 3 4 6 COMPLETED - OR NEEDS TO I3E SIGNED / /7-5'F •a2.•9kV a •a6 • a • 38 .a4 3 .) - 9.1 "3�y 3•S -at4 .q.% 3 • ito •4u '3 • Is ALE Q. -7 -9 Q -94 4-44 -5 -94 k \p \t \review.tor DESIGN DEVIATION SUBMIITED ALTERATION TO PLAT - BLOCKS & LOTS _ HEARING EXAM APPROVED DENIED - APPEALED BBC / PROJECT APPROVED _ DENIED `1-84 44/f/2 ARS c�I /iD ° nb^t Key lGw nA P`r1.s ear"( 21 vo era retWe ' Ho ltev/:aw - "ier M s eCra rsr GUM- 4 l - n . t Q) r t .Sa n. ,.,•,. i1 r&A (..11.b, V&c% A o Z. 1 G()AV1 M CAV& S. 4T) u tlay, rr4 6/ PRc,,,..o . VA 46 1 2- PRe.o 2 QQ :A .�r11 Ccnw.c.,A7rs •}z) Sv() 0.4 Ol. r Clck166 h-I Pc-XI clf&`E 4€1t4v S trT1101 s r At)e1�. 1ti Jee(� I A i ck....m . ' .. Lam.$ .- C-St- Wit) kJ (4 -) a Ul fri ' l attp 4c1- , voz ao-0--e, c - 1--z, 94 (9.(1, 4 4 -rwt.rAlvo -to s o 444 s Adss AC, e-X" cvneet ssi. ()Awe tsar 1AA 4. c -> eteseNcity Am PLAT NAME Plat Check Fee Number of Lots Road Miles (New) Total Area North Arrow Scale Legend Procedures & Equipment Basis of Bearings Plat Location By Title Official Signature Blocks Surveyors Certificate Road Names Road Widths Adiacent Area Lot & Block Numbers R/W Dedication designated 1 Foot Strips 3 RPS on GLO Corners Tract X Lot Areas Bench Mark Closure 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 Road Plans Bond Road Impro Signed By Engineer K01 \pIaIhst.cK - P 16 ti i ,sr,B Ph-a STATISTICS reA asz /qq4 fee X 4512 -ems • �Llnt 1�1 e-rsr< o7 Sp5 (� Ql k) et Rc- rc\PNs @ RteW od 3 n _tni, MAP QP� net/ce C h(ANGG— RARlz IS ^}r, MGt4�T�U 12rt /� �ctt “)=tic�f}:r, - ;tn I ( 1 - {F)12Pt,� Se 1 N6G -p Lo y � S Lei L H'Rttr r-min Lot is /d "Laf) / y Lr? 4 IbSf? Le,-t — L..-r t. =If5- nMl =1 4 l - DEDICATION I A iq 208 PLANS APPROVED / Got S c 4Ncr -s 4i r ter, � „(g.) — AI._9rn heft) t? /1 5 -5 - 14 He aRtS cOujz -Cre 0 pi 4- 0•2 pi ,l r n c yt± I rt1'L RESOLUTION NO. 95 '1185 BEFORE THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON IN THE MATTER OF ESTABLISHMENT OF MORROW COURT COUNTY ENGINEER'S ROAD FILE NO. 1858 RESOLUTION - ESTABLISHMENT This being the day set for the hearing on Spokane County Engineer's Report on the proposed establishment of MORROW COURT, proceedings for which were initiated by PRELIMINARY RESOLUTION NO. 95-1064, and it appearing to the Board on proof duly made that Notice of Hearing was published and posted in the manner and for the time required by law, and the Board after examining the report and maps of the Spokane County Engineer and all claims and papers on file and after hearing all other evidence adduced at the hearing; and I'I' FURTHER APPEARING that the rights of way have been dedicated as public road 50 feet wide, and that said road is a public necessity and the same should be opened and established as County road. THEREFORE BE IT RESOLVED by the Board of County Commissioners of Spokane County, Washington, that the hereinafter described road as reported by the Spokane County Engineer on the 17th day of October, 1995, being more particularly described as follows: BY IWrc,\c,i\rn NM marrow din \engr MORROW COURT - 50 feet wide, from north right of way line of Rich Avenue north to and including cul -de -sac in Harris Subdivision Phase 2. Located in the Northwest Quarter (NW 1/4) of Section 3, Township 25 North, Range 44 E.W.M. and as shown by the records and maps on file in the Office of the Spokane County Engineer be and the same hereby is established as a County road and the same shall be known as MORROW COURT, Road File No. 1858. The road supervisor of the road district in which the said road is located is hereby directed to open and maintain the same for public use and travel. PASSED AND ADOPTED by the Board of County Commissioners of Spokane County, Washington this 17th day of October, 1995. ATTEST: WI IAM E. DONAIHUE CL. ZK OF TILE BOARD Ro anne Montague, Deputy BOARD OF COUNTY COMMISSIONERS OF SPOKAN COUNTY, WASHINGTON t ' 114- George A. Marlton \4 IJ INTRODUCTION 9 • 1 JAN 2 91993 'SPOKANE COUNTY HEARING EXAMINER COMMITTEE S; ";:% E cry FINDINGS OF FAC 6 CONCLUSIONS AND ORDER 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 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. 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, after independent review, hereby adopts the DNS. • • DEC 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. FTC 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 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 title shall be furnished to the Planning Department prior to filing the final plat. 10. Prior to filing of all or a portion of the final plat the applicant's surveyor shall submit one or more maps outlined in red of the area being finalized. The scale shall match the appropriate assessor's map scale. 11. The 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 1'E: 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 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. The fmal 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 fmal 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 deteiuune type and location of central mail delivery facilities which may include applicable easements for developments of three or more homes. ( � HEGOrder for PE- 1683 -92 :u`:':c' Page .6 • 13. The County Engineer has designated Typical Roadway Section Number Twt;, 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 rrluite_the addition of approximately 10 -12 feet of asphalt along the frontage of the develop ment. The cone etinn of enbing and sidewalk is also required. 15. The County Engineer has designated T Roadwa Section Number Two • • cce •.. •a . • I . r yrovement o ' is • oa., w is is adjacent to the proposed development. 1 ms will require ttie 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 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 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. HEC Order for PE- 1683 -92 Page 7 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 aprotest 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 indicatedon 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 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 NEC 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 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 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 piles 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"I'EE HEREBY A 1 PEST TO THE ABOVE FINDINGS, ORDER, AND VOTE Al ZEST: For WALLIS D. HUBBARD Planning Director By PAUL F. JENSE Senior Planner Date Abstained Chairman ft( If you have any questions, please call the Planning Department at 456 -2205. 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. S P O K A N E OFFICE OF THE COUNTY ENGINEER CBICank 1213 Valley Street P.O. Box 9271 Seattle, We. 98190 -0271 Dear Sir or Madam: RE: Harris Subdivision Phase II P1683A Michael Harris. C O U N T Y A DIVISION OF THE PUBLIC WORKS DEPARTMENT Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director May 25, 1995 Please be advised that the Subdivision Roadway Improvement Bond #X10067 issued by your company as surety for installations of roads and associated drainage facilities for the above mentioned plat, dated May 4,1994 in the current amount of S4,700.00 may now be released. If you have any questions, feel free to call our office Very truly yours, Ronald C. Hormann, P.E. okane ngineer David A. Berto Plat Compliance Surveyor 1026W Broadway Ave. • Spokane, WA 99260 -0170 • (509) 456 -3600 FAX: (509) 324 -3478 TDD: (509) 324 -3166 ij •ee- CBIC CONTRACTORS BONGING AND INSURANCE COMPANY PRINCIPAL: MICHAEL ETHAN HARRIS BOND NO: X10067 CONTRACT AMOUNT $: $21,900.00 DESCRIPTION: HARRIS SUBDIVISION LOCATED IN SECTION 3 TOWNSHIP 25N NORTH, RANGE 44 E.W.N. IN SPOKANE COUNTY, WA SPOKANE COUNTY PLANNING DEPARTMENT W. 1026 BROADWAY SPOKANE, WA 99210 REPLY TO OFFICE Firm: By- MARKED BELOW Date: Address: Telephone: O:N ISsCREATE1r-0RMS16F00mIo.FRM Date STATUS RECEIVED MAR 101995 SPOKANE COUNTY PLANNING DEPARTMENT CONTRACTORS BONDING AND INSURANCE COMPANY is Surety on the above Bond. We will appreciate your cooperation in providing the information requested below, and returning the form to us so that we may have current status information on the captioned job. A business reply envelope is enclosed for your convenience. Thank you for your assistance. Yours very truly, RUSS EDWARDS 03 /03/95 IF THE CONTRACT HAS BEEN COMPLETED: 1. Completion date? Date of final acceptance or expected final acceptance? 2. What date does contractual warranty period end? 3. Final contract price? (Including applicable taxes) . Has full amount been paid? 4. Was the work satisfactory? Have all labor and material bills been paid? IF THE CONTRACT HAS NOT BEEN COMPLETED. 1. Percent of work completed to date? 2. Total amount paid to the Contractor to date $ Amount of retainage held? $ 3. Is the Contractor paying his labor and material bills? Anticipated date of completion? 4a. Is the work progress satisfactory? b. Is the quality of the work satisfactory? 5. If the answer to No. 4a or 4b is no, please explain: 6. Please provide an other informatioggyou feel would be hel 1 in evaluating he contr for M2 utyt-/ ti c- e s [?env ovVe b 01 07 �G /�►r�B14/ 0 San kAn/e Cc c/ P 1st c�I,pf Cf � I� SIi#. tieI.., (7 — (Title) E Home Office: 1213 Valley Street, P. 0. Box 9271, Seattle, WA 98109 -0271, (206) 622 -7053, (800) 765 -CBIC, (206) 382 -9623 FAX • Oregon: 901 SE Oak Street, Suite 108, P. O. Box 12053, Portland, OR 97212 -0053, (503) 232 -4000, (800) 926 -CBIC, (503) 232 -2153 FAX ❑ Nevada: 6600 W. Charleston Blvd., Suite 132, P. O. Box 26990, Las Vegas, NV 89126 -0990, (702) 878 -CBIC, (800) 727 -CBIC, (702) 878 -7011 FAX ❑ Phoenix : 4001 N. Third St., Suite 480, P. 0. Box 16597, Phoenix, AZ 85011 -6597, (602) 279 -9900, (800) 866 -CBIC. (602) 277 -0005 FAX ❑ Tucson : 940 North Finance Center Dr., Suite 180, Tucson, AZ 85710 (602) 885 -7337. (800) 846 -2242, (602) 885 -7233 FAX 0 Texas: 122 W. Carpenter Fwy., Suite 490, Irving, TX 75039, (214) 717 -0116, (800) 873 -CBIC, (214) 7174626 FAX ❑ North Carolina: 2828F 1 -85 South Service Rd., Charlotte, NC 28208, (704) 391 -1011, (800) 695 -CBIC, (704) 391 -1015 FAX O Sunrise: 7771 W. Oakland Park Blvd., Sunrise, FL 33351, (305) 741 -9800, (800) 688 -CBIC, (305) 741 -0025 FAX ❑ Melbourne: 200 South Harbor City Blvd. Suite 402, Melbourne, FL 32901, (407) 722 -1723, (800) 372 -CBIC, (407) 722 -1726 FAX tlndSIVS.06-US020571 g ' /c73 -9e; CBIC CONTRACTORS BONDING AND INSURANCE COMPANY Issued in consideration of additional premium of $ To be attached to and form a part of license number Bond number X10067 On behalf of MICHAEL HARRIS In favor of SPOKANE COUNTY, WA In the amount of $ 21,900.00 IN CONSIDERATION OF THE PREMISES, it is hereby understood and agreed that the BOND AMOUNT From $21,900.00 To $4,700.00 Effective as of 8 -29 -94 RIDER 0.00 NA Hon. iffice: 1213 Valley Street P.O. Box 9271 Seattle, WA 98109 -0271 1206) 622 -7053 (800) 765 -CBIC National (206) 382 -9623 FAX Effective 5 -4 -94 Washington: 901 North Monroe Suite 322 Spokane, WA 99201 (509) 326-2244 (800) 368 -CBIC National (509) 325 -4462 FAX of the Principal on the above bond is changed. PROVIDED, HOWEVER, that the attached bond as extended and continued hereby shall be subject to all its terms, limitations and conditions, and that the liability of the Surety under the attached bond and the attached bond as extended and continued by this rider shall not be cumulative in amounts. SIGNED, sealed and dated this 27TH [SEAL] day of OCTOBER CONTRACTORS BONDING AND INSURANCE COMPANY BYI.cK�X Q C�L(9itir�X Attorney -in -Fact ,1994 . BndLRDF. 03- U5082493 TO: BILL JOHNS FROM: DAVE BERTI» c: \wpdoc \dave \memo \items OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON DATE: May 5, 1994 SUBJECT: BOND ITEMS P1683A HARRIS SUBDIVISION PHASE II The bond for the above mention project is for the following items: 1) All the items on the approved road and drainage plans with the exception of the sod for the "208" Swales. 2) Bond has been reduced to reflect work completed. SUBDIVISION ROADWAY IMPROVEMENT BOND Bond # X10067 Premium 657.00 KNOW ALL MEN BY THESE PRESENTS, that Michael Harris (developer), as "Principal," andContractors Bonding & Insurance Co.Inc. (bonding company), a corporation organized and existing under the laws of the . State of Washington , and authorized to, transact a surety business in the State of Washington, as "Surety," are held and firmly bound unto Spokane County, a political subdivision of the State of Washington, as "Obligee," in the penal sum of Twenty One Thousand Nine Hundred and no /100 Dollars ($21.900.00 lawful money of the United States of America, for the payment of which the Principal and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, said Principal is the owner of a tract of land in Spokane County divided and platted into lots and known as Barriq cnhrlivjsipn and being located in Section 3 , Township 25u North, Range 44 E.W.M., in Spokane County, Washington, and said County has required that a bond be furnished in an amount sufficient to pay the construction costs of grading and surfacing to the approved grades and typical section of the roadways of said plat and the installation of drainage structures and such other work as is incidental and necessary thereto, all in accordance with those Plat Roadway Improvement Specifications dated Sa_gd , 19 , and to the satisfaction of the Spokane County Engineer; such improvements to be completed not later than 5_4_g5 , 19 , unless said date be extended at the option of the Spokane County Engineer. Upon failure of the Principal to comply with the requirements stated here- in within the time authorized, and upon delivery of a written notice thereof by Obligee to Surety, the Surety shall make satisfaction to Obligee to the extent of this Bond. The obligation of this Bond shall be kept in full force and effect until, in the opinion of the Obligee, the requirements herein stated have been satis- fied, in which event written release will be given by the Obligee, the Obligee having sole right to grant such release. The Surety hereby waives all rights to release from the obligation except as herein stated. SIGNED AND SEALED this 4th day of May daJ Principal , 19 94 • ), By: Contractors Bonding and Insurance Co.Inc. ��J� Ln/ Surety � By: NXi A �•'4.eottJ Attorney -in -Fact (Title) ■ CBIC CONTRACTORS BONDING Power of Attorney AND INSURANCE COMPANY KNOW ALL MEN BY THESE PRESENTS that CONTRACTORS BONDING AND INSURANCE COMPANY, a corporation duly organized and existing under the taws of the State of Washington, and having its principal office M Seattle, King County, Washington, does by these presents make, constitute and appoint DAVID R EDWARDS, of Spokane, Washington, its true and lawful attorney-in-fact, with full power and authonty hereby conferred in its name, place and stead, to execute, acknowledge and deliver (1) SBA guaranteed performance and payment bonds not exceeding the penal sum of $1250,000; (2) bid bonds for Jobs where, if the contract is awarded, the SBA guaranteed performance and/or payment bond(s) will not exceed $1,250,000, (3) all other bonds coded and classified by the Surety Association of Amenca in ts Rate Manual& Fidelity, Forgery and Surety Bonds (including I uture amendments thereto) asJudicial, Contract (excluding bid bonds), Miscellaneous, License and Permit, and Federal not exceeding the penal sum of $3,000,000: (4) bid bonds for jobs wntten pursuant to the authority in clause (3) above where, if the contract is awarded, the pedormance and/or payment bond(s) will not exceed 53,000,000, and (5) all other bonds not exceeding the penal sum of $500,000. Provided, however, that DAVID R EDWARDS M granted power and authority to exceed the applicable penal limit previously set forth for any bond in an amount equal to the amount of any letter of credit, or similar security, received as collateral secunty by the Company as an inducement to issue the bond, and to bind the Company thereby as fully and to the same extent as if such bonds were signed by the President, sealed with the corporate seal of the Company and duly attested by is Secretary; hereby ratifying and confirming all that the said attorney- in-tact may do in the premises. Said appointment m made under and by authodty of the following resolutions adopted by the Board of Directors of the CONTRACTORS BONDING AND INSURANCE COMPANY on January 1,1994: RESOLVED that the President is authonzed appointas attorney-in-facto' theCompany DAVID R. EDWARDS with power and authority to sign on behalf of theCompany: (1)SBAguaranteed pedormance and payment bondsnot exceeding the penalsum of $1,250,000; (2) bid bonds foriobswhere,if the contract is awarded, the SBA guaranteed pedormance ancVor payment bond(s) will not exceed$1 250,000, (3) all other bonds coded and classified by the SurelyAssociation of Amenca in ts Ram Manual of Fidelity, Forgery and Surety Bonds(including f uture amendments thereto) as Judicial, Contract (excluding bid bonds), Miscellaneous, License and Permit, and Federal not exceeding the penal sum of 53,000,000; (4) bid bonds for Jobs wntten pursuant to the auto* in clause (3) above where, if the contract 15 awarded, the performance and/or payment bond(s) will not exceed 93,000,000; and (5) all other bonds not exceeding the penal sum 01 5500,000. RESOLVED FURTHER that DAVID R. EDWARDS m granted power and authority to exceed the applicable penal limit set forth in the preceding resolution for any bond in an amount equal to the amount of any letter of credit, or similar security, received as collateral security by the Company as an Lnducement to issue the bond RESOLVED FURTHER that the authority of the Secretary of the Company to certify the authenticity and effectiveness of the foregoing two resolutions in any Limited Power of Attorney is hereby delegated to the following persons, the signature of any of the following to bind the Company with respect to the authenticity and effectiveness of the foregoing resolutions as if signed by the Secretary of the Company Larry L. Morris and Bit Kaff len. RESOLVED FURTHER that the signatures (including certification that the Power of Attorney is still in force and effect) of the President, Notary Public and person certifying authenticity and effectiveness, and the corporate and Notary seals appearing on any Limited Power of Attorney containing this and the foregoing resolutions as well as the Limited Power of Attorney itself and its transmission, may be by facsimile; and such Limited Power of Attorney shall be deemed an original in all aspects RESOLVED FURTHER Platen resolutions adopted pnor to today appointing the above named as attomey4n4act for CONTRACTORS BONDINGAND INSURANCE COMPANY are hereby superseded IN WITNESS WHEREOF, CONTRACTORS BONDING AND INSURANCE COMPANY has caused these presents to be signed by its President and its corporate seal to be hereto affixed this 1st day, ofJanuary, 1994. CONTRACTORS BONDING AND INSURANCE COMPANY By Steven A Gaines, President STATE OF WASHINGTON—COUNTY OF KING On this 1st day of January, 1994, personally appeared STEVENA. GAINES, to me known to be the President of the corporation that executed the foregoing Limited Power &Attorney and acknowledged said Limited Power of Attorney to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he is authonzed to execute the said Limited Power of Attorney IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above wntten. Notary Public in and for the Sta PoaDE01 02-US010194 ington, residing at Seattle Limited rh ;#1, !: ° 1.. t i ffr : .. SEAL ,, NOTARY PUBLIC STATE OF WASHINGTON MOLLY A. HUDSPETH My Appointment Expires JAN 9. 1997 Home Office: 1213 Valley Street P.O. Box 9271 Seattle, WA 98109-0271 (206) 622-7053 • The undersigned, acting under auth. e Board of Directors of CONTRACTORS BONDING AND INSURANCE COMPANY, hereby certifies, as or in lieu of Certificate of the Secretary of CONTRACTORS BONDING AND INSURANCE COMPAN , that the above and foregoing is a full, true and correct copy of the Ongral Power of Attorney issued by said Company, and does hereby further certity that the said Power of Attorney is still in force and effect day of .12/6- GIVEN under my hand at evICA's- 1 0 ,9 MIS Q 19 951' Th 1ST BOND REDUCTION PROJECT P1683A HARRIS SUBDIVISION PHASE IINAME DAVE BERTO DATE 03- May -94 DRAINAGE ITEMS UNITS QUANITY PRICE COST 1) Drywell - Type A @ 100% EA 1 1200.00 1200.00 2) Drywell - Type B EA 1600.00 0.00 3) Grate - Type 1 EA 1 300.00 300.00 4) Grate Type 2 EA 330.00 0.00 5) Grate - Type 4 @ 100% EA 300.00 0.00 6) Backfill For DW @ 100% CY 30 15.50 465.00 7) Concrete Inlet EA 700.00 0.00 8) C.M. Pipe 10" Dia. LF 22.00 0.00 9) C.M. Pipe 12" Dia. LF 25.50 0.00 10) C.M. Pipe 15" Dia. LF 27.50 0.00 11) C.M. Pipe 18" Dia. LF 29.00 0.00 12) Precast Manhole EA 1450.00 0.00 13) Solid lid EA 300.00 0.00 14) Ditch /208 Excavation @ 100% CY 85 10.00 850.00 15) Sod SF 0.70 0.00 NON STANDARD DRAINAGE ITEMS 1) Filter Fabric Lining For D.W. @ 100% LS 100.00 2) 0.00 3) 0.00 4) 0.00 5) 0.00 6) 0.00 16) Monuments @ 100% EA 2 180.00 360.00 17) Barricade LF 30.00 0.00 18) Street Signs @ 100% EA 1 80.00 80.00 1) 2) 3) 4) GRADING, SURFACING, CURB, AND SIDEWALK NON - STANDARD ROAD ITEMS OTHER SUBTOTAL 440.00 DRAINAGE SUBTOTAL 2915.00 19) Rough Grade @ 20% CY 117.52 10.00 1175.20 20) Top Course @ 100% CY 478.3 14.00 6696.20 21) Base Course CY 14.00 0.00 22) Asphalt Concrete @ 100V.. Tons 200.8 44.00 8835.20 23) Curb Type A @ 30% LF 263.97 6.60 1742.20 24) Curb Type B LF 7.90 0.00 25) Curb Type R LF 7.60 0.00- 26) Sidewalk SD YD 16.40 0.00 , GRADING AND SURFACING 18448.80 GRAND TOTAL 0.00 0.00 0.00 0.00 L/cS& o?/, 7ov - OtJ 21,803.80 • 16) Monuments 17) Barricade 18) Street Signs 1) 2) 3) 4) PROJECT P1683R HARRIS SUBDIVISION II DRAINAGE ITEMS 1) Drywell - Type A 2) Drywell - Type B 3) Grate - Type 1 4) Grate Type 2 5) Grate - Type 4 6) Backfill For DW 7) Concrete Inlet 8) C.M. Pipe 10" Dia. 9) C.M. Pipe 12" Dia. 10) C.M. Pipe 15" Dia. 11) C.M. Pipe 18" Dia. 12) Precast Manhole 13) Solid lid 14) Ditch /208 Excavation 15) Sod NON STANDARD DRAINAGE ITEMS 1) Filter Fabric Lining For D.W. 2) 3) 4) 5) 6) 19) Rough Grade 20) Top Course 21) Base Course 22) Asphalt Concrete 23) Curb Type A 24) Curb Type B 25) Curb Type R 26) Sidewalk NON - STANDARD ROAD ITEMS BOND ESTIMATE GRADING, SURFACING, CURB, AND SIDEWALK eticr-u zoo " NAME DAVE BERTO UNITS EA EA EA EA EA CY EA LF LF LF LF EA EA CY SF LS DRAINAGE SUBTOTAL EA LF EA CY CY CY Tons ,n ;, _ 3D% LF Y� � LF LF SO YD OTHER SUBTOTAL QUANITY PRICE 1 1200.00 1600.00 300. 00 330.00 1 300.00 30 15.50 700. 00 22.00 25.50 27.50 29. 00 1450.00 300. 00 85 10.00 0.70 587.6 478.3 200.8 879.9 2 180.00 30.00 1 80. 00 GRADING AND SURFACING DATE 21- Mar - 94 10.00 5876.00 14.00 6696.20 14.00 0.00 44.00 8835.20 ,6.60 5807.34 7.90 0.00 7.60 0.00 16.40 0.00 u(!= 3B G C _w GRAND TOTAL/ I' dm\ 1 4 COST 1800.00 0.00 0.00 0.00 300.00 465.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 850.00 0.00 100. 0. 0 0. 0 0. 0 0 0. 0. 00 2915.00 360. 00 0.00 80. 00 440. 00 0. 0. 0.00 0.00 27214.74 PROJECT P1683A HARRIS SUBDIVISION II BOND ESTIMATE NAME DAVE BERTO DATE 21- Mar -94 DRAINAGE ITEMS UNITS QUANITY PRICE COST 1) Drywell - Type A EA 1 1200.00 1200.00 2) Drywell - Type 8 EA 1600.00 0.00 3) Grate - Type 1 ER 300.00 0.00 4) Grate Type 2 EA 330.00 0.00 5) Grate - Type 4 ER 1 300.00 300.00 6) Backfill For DW CY 30 15.50 465.00 7) Concrete Inlet EA 700.00 0.00 8) C.M. Pipe 10" Dia. LF 22.00 0.00 9) C.M. Pipe 12" Dia. LF 25.50 0.00 10) C.M. Pipe 15" Dia. LF 27.50 0.00 11) C.M. Pipe 18" Dia. LF 29.00 0.00 12) Precast Manhole EA 1450.00 0.00 13) Solid lid EA 300.00 0.00 14) Ditch /208 Excavation CY 85 10.00 850.00 15) Sod SF 0.70 0.00 NON STANDARD DRAINAGE ITEMS 1) Filter Fabric Lining For D.W. 2) 3) 4) 5) 6) LS DRAINAGE SUBTOTAL 10 0.00 0.00 0.00 0.00 0.00 0.00 2915.00 16) Monuments EA 2 180.00 360.00 17) Barricade LF 30.00 0.00 18) Street Signs EA 1 80.00 80.00 GRADING, SURFACING, CURB, AND SIDEWALK. NON - STANDARD ROAD ITEMS 1) 2) 3) 4) OTHER SUBTOTAL 440.00 19) Rough Grade CY 587.6 10.00 5876.00 20) Top Course CY 478.3 14.00 6696.20 21) Base Course CY 14.00 0.00 22) Asphalt Concrete Tons 200.8 44.00 8835.20 23) Curb Type A LF 879.9 6.60 5807.34 24) Curb Type B LF 7.90 0.00 25) Curb Type R LF 7.60 0.00 26) Sidewalk SD YD 16.40 0.00 0.00 0.00 0.00 0.00 GRADING AND SURFACING 27214.74 GRAND TOTAL c1561-3C% G a° °r' 30, 569.74 PROJECT ND.- P1683A DESIGNER- DAVE BERTO PROJECT DESCRIPTION- HARRIS SUBDIVISION PHASE II STREET QUANTITIES STREET # 1 NAME- RICH AVENUE LENGTH - 223.14 FT. WIDTH- 4.00 FT. BEGINNING STATION = 30.00 ENDING STATION = 253.14 ONE SIDE ONLY PWIDTH= 18.00 EWIDTH= 14.00 QWIDTH= 0.00 INTER # 1 T INCLUDED ISWIDTH = 36.00 SK = 0.00 RAD = 20.00 TERM # 1 : TAPER TAPER LENGTH = 30.00 TERM # 2 : CHOPPED ITEM SURFACE AREA- 1844.24 S.F. ROADWAY EXCAVATION 1.00 FT. CRUSHED SURFACING TOP COURSE 0.67 FT. CRUSHED SURFACING BASE COURSE 0.00 FT. ASPHALT CONCRETE 0.17 FT. CURB TYPE A EXISTING 0.00 FT. STREET # 2 NAME- MORROW COURT LENGTH- 293.48 FT. WIDTH- 36.00 FT. BEGINNING STATION = 0.00 ENDING STATION = 293.48 TERM # 1 : CROSS STREET EXCLUDED EW 14.00 PW 18.00 SK 0.00 RAD 20.00 TERM # 2 : CUL -DE -SAC STANDARD PERM RADIUS = 45.00 RADII = 20.00 ITEM SURFACE AREA- 14021.50 S.F. ROADWAY EXCAVATION 1.00 FT. CRUSHED SURFACING TOP COURSE 0.83 FT. CRUSHED SURFACING BASE COURSE 0.00 FT. ASPHALT CONCRETE 0.17 FT. CURB TYPE A EXISTING 0.00 FT. TOTALS ROADWAY EXCAVATION CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE ASPHALT CONCRETE CURB TYPE A DATE- 3/21/94 MEASUREMENT QUANTITY 68.3 C.Y. 45.5 C.Y. 0.0 C.Y. 23.3 TONS PROPOSED 210.0 FT. MEASUREMENT QUANTITY 519.3 C.Y. 432.8 C.Y. 0.0 C.Y. 177.4 TONS PROPOSED 669.9 FT. 587.6 C.Y. 478.3 C.Y. 0.0 C.Y. 200.8 TONS 879.9 FT. 3 4 5 6 23 30" ST SEWER — 24 36" ST SEWER — NON STANDARD DRAINAGE ITEMS: 1 2 TOTAL ESTIMATED CONSTRUCTION COST: $ COMMENTS ON BOND ESTIMATE: ■ 11 I r �' do an.' e , omees -in, lti ao *%na7-? "P. 5 • - I Myve &Pm4irck:s -tO MCA C1 4 fdkL t. eitu.2 • S Mp rov CMQ rk3 . Do — I _ SPOKANE COUNTY ENGINEERING — DEVELOPMENT ENGINEERING SERVICES BOND ESTIMATE FORM PROJECT P 11053 A 1h. 74 DATE 3 PREPARER C QEiud PROJECT NO. P) b S3 A ITEM # DESCRIPTION QUANTITY PRICE TOTAL COST 1 TYPE "A" DRYWELL / $ 2 TYPE "B" DRYWELL S 3 TRIPLE DEPTH DRYWELL $ 4 FILTER FABRIC LINING FOR TYPE A & B DRYWELLS A5 . $ 5 FILTER FABRIC LINING FOR TRIPLE DEPTH DRYWELL $ 6 BACKFILL FOR DRYWELLS c'( $ 7 TYPE 1 METAL GRATE S 8 TYPE 2 METAL GRATE $ 4 9 TYPE ,2 METAL GRATE /6.... $ 10 WSDOT TYPE 2 GRATE $ 11 WSDOT TYPE 2 CONCRETE INLET BASE - UNIT "H" $ 12 SPOKANE CO. CONC. INLET $ 13 48" PRECAST MANHOLE $ 14 SOLID METAL LID 15 DITCH /208 EXCAVATION 05 ct $ 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 - $ No. 94 0639 BEFORE THE BOARD OF COUNTY COMMISSIONERS FOR SPOKANE COUNTY IN THE MA11'ER OF FILING THE FINAL PLAT ) OF PE- 1683 -92, HARRIS SUBDIVISION PHASE II ) 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 II, 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 Harris Subdivision Phase I as per plat thereof recorded in Volume 21, of Plats, Page 76, Situate in the County of Spokane, State of Washington; 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 /O DAY OF MAY, 1994. A 1'1 EST: WILL M E. DONAHUE Cler of the Board By: R sanne Montague, Deputy Clerk BOARD OF COUN OF SPOKA D. E. Patricia A. Mummey RESOLUTION en Hasson, Ch irman erg S ON February 18, 1994 To: /VyAnT- . A`Ot Embn eS From: Development Engineering Services OFFICE OF THE COUNTY ENGINEER Spokane County, Washington RE: Language for Plat Dedication & Covenants tont Plat # 9/683 4- Hnce Sus- Passer Drainage easements, as platted and shown hereon, which are for the purpose of installing, operating and maintaining drainage swales and drainage facilities, as conditions of plat approval, are hereby granted to the public. Spokane County and its authorized agents are hereby granted the right of ingress and egress to, over, and from said easements for the purpose of inspection and emergency maintenance of water quality treatment swales ( "208 swales ") and other drainage facilities, if not properly maintained by the property owner. Spokane County does not accept the responsibility to inspect or maintain the drainage easements or drainage swales, nor does the County accept any liability for any failure by the lot owner(s) to properly maintain such areas. O 3 The property owners within this Plat shall be held responsible for keeping open and maintaining the surface path of natural or man -made drainage flow over and across their respective properties. 1 () The property owners within this Plat shall maintain all water quality treatment swales ( "208 swales ") and drainage ditches situated on their respective properties, and any portion of a 208 swale situated in the public right -of -way adjacent to their respective properties, with a permanent ground cover as specified on the current approved plans on file at the County Engineer's Office. The property owners may install approved shrubbery and /or trees which do not obstruct the flow and percolation of storm drainage water in the 208 swale and drainage ditches, as indicated by the current approved plans on file with the County Engineer's Office. 0 The property owner or his representative shall inform each succeeding purchaser of all drainage easements on the property and of his responsibility for maintaining surface drainage paths and swales within said easements. 6O Spokane County does not accept the responsibility of maintaining the drainage course on private lots within drainage easements or floodplain areas, nor the responsibility for any damage whatsoever, including, but not limited to, inverse condemnation to any properties due to deficient construction and or maintenance of drainage courses in drainage easements on private property. RE: Drainage Language for Plat Declaration of Covenant Short Plat # If the property owner fails to maintain the surface path of natural or man -made drainage flow, or the drainage swale, a notice of such failure may be given to the property owner. If not corrected within the period indicated on said notice, Spokane County lias the right to correct the maintenance failure, or have it corrected, at the expense of the property owner. Any building that is constructed on a lot in this Plat shall be set at such an elevation so as to provide positive drainage away from any drainage entry point to the building (including but not limited to a window well, a window unprotected by a window well, or a doorway). Said positive drainage shall consist of a minimum slope of 3% away from the building for a distance of at least 10 feet from the building. The lots shall be graded so that either a) all runoff is routed away from the building, and conveyed over the lot to a natural drainage swale or approved drainage facility, or b) drainage intercepted on the lot is disposed of on the lot in an approved drainage facility. The approved drainage facility shall be constructed in accordance with the approved plans on file at the County Engineer's Office. Any revisions to the approved drainage plans must be approved by the County Engineer's Office prior to construction of said revisions. If there are continuous swales for water quality treatment (208 strip swales) on the Parcel: 9. Driveway access permits for driveway approaches to the County road system are required prior to issuance of a building permit. This approach shall be constructed in accordance with the approved plan on file in the County Engineer's Office. If a floodplain occurs on the Parcel: 10. Development within this Plat shall conform the requirements of the National Flood Insurance Program, and Chapter 3.20 of the Spokane County Code. The lowest floor, including basement floor, for any structure shall be constructed in accordance with 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 of the potential requirement to purchase Flood Insurance. This warning shall be carried in each and every deed to transfer ownership of any and all property within this plat in the Area of Special Flood Hazard. 11. An approved grading plan exists for Lot(s) , _ , & _ , of Block . Grading must conform to said plan on file in the County Engineer's Office. 12. Spokane County does not accept any responsibility whatsoever to establish or maintain ingress or egress across the flood plain area. RE: Drainage Language for Plat Declaration of Covenant Short Plat # If the Parcel is located in a watershed with major stormwater problems: 13. The Plat is located within a drainage basin which has been identified by Spokane County as having stormwater runoff problems. Since this Plat is affected by, or is a contributor to stormwater flows, the property owners, or their successors in interest, agree to participate in the planning and implementation of a future basin -wide stormwater management system and /or assessment district. The property owners, or their successors in interest, agree to pay such rates and charges as may be fixed through public hearings, for service or benefit obtained by the planning, design, construction, maintenance, or operation of stormwater control facilities. {INDIVIDUAL OR CORPORATE ACKNOWLEDGEMENT} shrtp lat. ded\ 18Feb94 pubrwdr.ing \Dec93 FROM ANGLE DIST NORTH EAST TO P1683A HARRIS SUBDIVISION PHASE LOTS 1 -8 SIDELINES 4 -7 -94 D.B. AUTO INVERSE * * * ** START 1026.01448 1253.40210 16 16 INV N 89 06 00.0 W 82.0400 1027.30311 1171.37222 26 RADIAL S 0 54 00.0 W DELTA 89 04 36.0 RT RADIUS 20.0000 TAN 19.6803 L -ARC 31.0936 RADIAL S 89 58 36.0 W RP 1047.30064 1171.68637 27 26 CHORD N 44 33 42.0 W 28.0555 1047.29250 1151.68637 28 TRN @PT N 0 01 24.0 W 28 INV N 0 01 24.0 W 186.9700 1234.26248 1151.61023 29 RADIAL S 89 58 36.0 W DELTA 47 11 47.0 RT RADIUS 28.0000 TAN 12.2318 L -ARC 23.0645 RADIAL N 42 49 37.0 W RP 1234.27389 1179.61023 30 29 CHORD N 23 34 29.5 E 22.4179 1254.80937 1160.57621 31 TAN @PT N 47 10 23.0 E RADIAL S 42 49 37.0 E DELTA 274 23 34.0 LT RADIUS 50.0000 TAN 46.3064 L -ARC 239.4529 RADIAL S 42 46 49.0 W RP 1291.47989 1126.58690 32 31 CHORD S 89 58 36.0 W 67.9488 1254.78170 1092.62746 33 TAN@PT S 47 13 11.0 E RADIAL N 42 46 49.0 E DELTA 47 11 47.0 RT RADIUS 28.0000 TAN 12.2318 L -ARC 23.0645 RADIAL N 89 58 36.0 E RP 1234.23072 1073.61018 34 33 CHORD S 23 37 17.5 E 22.4179 1234.24212 1101.61017 35 TRN @PT S 0 01 24.0 E 35 INV S 0 01 24.0 E 185.5200 1048.72214 1101.68573 36 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 1048.71399 1081.68573 37 36 CHORD S 45 26 18.0 W 28.5113 1028.71646 1081.37158 38 TRN @PT N 89 06 00.0 W 38 INV N 89 06 00.0 W 81.3900 1029.99488 999.99162 39 39 INV N 0 01 24.0 W 394.4700 1424.46484 999.83098 40 40 INV S 88 07 35.0 E 253.5400 1416.17539 1253.23543 41 41 INV S' 0 01 24.0 E 390.1600 1026.01542 1253.39432 42 LAT & DEP - 0.00094 0.00778 42 HCLOSE S 83 06 18.9 E 0.0078 1026.01448 1253.40210 16 PREC = 1 TO 245287 Area = 80555.38 sq ft 1.84930 ac rn nkir1 r TT CT 4IfOTLI =nor TfT CENTERLINE MORROW COURT AUTO INVERSE ***** START 993.80594 1394.02312 4 4 INV N 89 06 00"0 W 267.3500 998.00529 1126.70611 45 45 INV N 0 01 24.0 W 293^4800 1291.48526 1126.58659 46 LAT & DEP —0.00538 0.00031 46 HCLOSE S 3 16 21.2 E 0.0054 1291.47989 1126,58690 32 PREC = 1 TO 104146 No Area • FROM ANGLE DIST NORTH EAST TO P1683A HARRIS SUBDIVISION PHASE 2 EAST 394' OF IHE S 1/3 GOV'T LOT 3 AUTO INVERSE 4A2ch 2 /994 D. 3. * * * ** START 1000.00000 1000.00000 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 LAT & DEP 0.00428 - 0.00174 5 HCLOSE N 22 06 13.7 W 0.0046 1000.00000 1000.00000 1 PREC = 1 TO 354417 Area = 167404.42 sq ft 3.84308 ac FROM ANGLE DIST NORTH EAST TO BOUNDRY HARRIS SUBDIVISION PHASE 1 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 TANf_aPT N 89 06 00.0 W 22 INV N 89 06 00.0 W 90.2900 1026.00868 1253.41089 23 1.. FROM LtJ FROM LAT & DEP 0.00581 - 0.00879 HCLOSE N 56 32 54.6 W 0.0105 1026.01448 1253.40210 PREC = 1 TO 94081 Area = 42962.84 sq ft 0.98629 ac ANGLE DIST NORTH EAST PHASE 2 PLAT BOUNDRY AUTO INVERSE * * * ** START 1416.17445 1253.24321 17 INV S 0 01 24.0 E 390.1600 1026.01448 1253.40210 16 INV N 89 06 00.0 W 253.4400 1029.99535 999.99337 9 INV N 0 01 24.0 W 394.4700 1424.46531 999.83272 24 INV S 88 07 35.0 E 253.5400 1416.17586 1253.23717 LAT & DEP - 0.00141 0.00604 HCLOSE S 76 51 55.0 E 0.0062 1416.17445 1253.24321 PREC = 1 TO 208371 Area = 99415.56 sq ft 2.28227 ac ANGLE DIST NORTH EAST 16 TO 17 16 9 24 25 17 TO LOTS 1 THROUGH 8 SIDELINES AUTO INVERSE * * * ** START 10=' .,01448 1253.40210 16 16 INV N 89 06 00.0 W 14.'1.7200 27.61223 1151.69465 26 26 INV N 0 01 24.0 W 20 '6500 1234.26221 1151.61049 27 RADIAL S 89 58 36.0 W DELTA 47 11 47.0 RT RADIUS 28.0000 TAN 12.2318 L -ARC 23.0645 RADIAL N 42 49 37.0 W RP 1. 1179.61049 28 JAN 2 51994 Sp�t4ANE Nu° 'MING UFA E 41 PREPARED FOR: HARRIS PROPERTIES N. 4407 McDONALD cc: Wyatt- Jaykim /Marks cc: Spokane County Planners cc: Spokane County Engineers TRANSAMERICA TITLE INSURANCE COMPANY 720 NORTH ARGONNE SPOKANE, WASHINGTON 99212 (509) 922 -2222 /FAX 926 -1519 Effective Date: January 18, 1994 at 8:00 a.m. AND EXCEPT that portion described as follows: AND ALSO EXCEPT McDonald Road; PLAT CERTIFICATE Situate in the County of Spokane, State of Washington. page 1 c Order No.: ME- 183379M Certificate for Filing Proposed: HARRIS SUBDIVISION PHASE II Charge: Tax: Total: $125.00 10.00 $135.00 In the matter of the subdivision to be submitted to Spokane County for approval, this company has examined the records of the Spokane County Auditor's and Clerk's offices, and the office of the Clerk of the United States District Court holding terms in said county. This certificate is made for the purpose herein specified, and is not to be used as a basis for closing any transaction. Liability is limited to the amount paid for this certificate. From such examination, the company hereby certifies the title to the following described land, in said Spokane County, to wit: 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; EXCEPT Harris Subdivision Phase I as per plat thereof recorded in Volume 21, of Plats, Page 76, Situate in the County of Spokane, State of Washington; 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; 7671 Date/ 7J' # oof es• 7 From Co. Phone # S — z, o 3 I 0"6 Fax # Post -it Fax Note I V Co /Dept il:Lcr — e.i I Phone # Fax# 11 .3 8 -cat if 95 o-a 1633! Order No.: ME- 183379 VESTED IN: MICHAEL ETHAN HARRIS and LIDA ROSE HARRIS, husband and wife. EXCEPTIONS: 1. Taxes and assessments, if any, no search having been made thereof, as to Parcel No. 45032.9051. Parcel numbers are provided from the latest Assessor's Maps available to the company. Said parcel numbers are not a matter of the public record therefor, the company makes no assurance as to validity or accuracy relating thereto. 2. Liability to future 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. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PURPOSE: AREA AFFECTED: DATED: RECORDED: RECORDING NO.: page 2 of 3 The Public of the County of Spokane Installing, operating and maintaining drainage facilities to dispose of runoff, are hereby granted to the public, the County of Spokane is hereby granted the right of ingress nd egress to all drainage easements adjacent to the public right of way, the property owner shall maintain the drainage area 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 area as indicated by the approved plans Exact location not disclosed of record December 17, 1993 January 4, 1994 9401040309 6. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: 7. Potential liability for assessments levied by Spokane County Utility Department for the Aquifer Protection Area. To verify, call 458 -2538. In order to make payment, account number is necessary. sac GRANTOR: TRUSTEE: BENEFICIARY: ORIGINAL AMOUNT: DATED: RECORDED: RECORDING NO.: RE- RECORDED: RE- RECORDING NO.: By page 3 of 3 Order No.: ME- 183379 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 TRANSAMERICA TITLE INSURANCE COMPANY 1�1ick n, Title ficer Purpose• 0 it r 7 Prepared By:- IIts By: Lard an O.... 94010 110, 1,1 The Grantorie) as follows: SPOKANE COUNTY ENGINEERING DEPARTMENT , Spokane County, Washington DRAINAGE EASEMENT ORTEROFF1ca � 4 �`� Ja) 1 I47Pk'9'1 • nO,ANIIE ! rt iFUalrwesH UiFUIY Michael Athan Harris and Lida Rose Hari husband and wife, f Le 4s.cs / 1 9 vm 1 5'10 Pig 1102 of the County of Spokane, State of Washington, for and in consideration of Mutual Benefits: the receipt of which is hereby acknowledged, grants to The Public of the county -of, Spokane, State of Washington, a Drainage Easement over, under, and across the following deecrlbed real property situated in the County of Spokane, State of Wael:ingtcn, That portion of the South one -third of the East 1038 feet of Goverment Lot 3 in Section 3. Township 25 B9eth,_ Range 44 East, VI. M lying Easterly of the West 644 fent and North of the South 30.00 feet; EXCEPT that portion described Beginning at a point on the West line e1 McDonald Road which is 7.00 feet South of the North line of said South o e -thn.1 of Goverment Lot 3; thence Northerly, along said West lane a distance of 7.00 ?set; thence Westerly, along said llnrth line to a point which is 394.00 feet Wc-terly, measured at right angles. from the East line of said Goverment Lot 3; thence Southeasterly to the Point of Beginning, AND EXCEPT: McDonald Road; AND EXCEPT: Platted portion known as P.n.s One of Harris Subdivision; situate in the County of Spokane, State of Washington. Drainage Easements, es described hereinabove are for the purpose of installing, operating and maintaining drainage facilities to dispose of runoff, are hereby granted to the public. The county Spokane 1s hereby granted the right of Ingress and egress to all Drainage Easement,. adjacent to the public right of way. The property owner shall maintain the drainage area with a permanent live cover of lawn turf, with optional shrubbery end /or ;lees, which do not obstruct the flow and percolation of storm drainage water 1u the drainage area as indicated by the approved plane. The Grantor will construct the drainage facilities in conformance with the approved plena on file in the county Engineers office. The individual lot owners or their g cessors in interest shall maintain the drainage facilities In conformance with the plans on file in the Engineers Office. The property owner or his representative eha11 inform each succeeding purchaser of all Drainage Easements on the property and his responsibility for maintaining drainage facilities within said Drainage Easements. 18 WITNESS WHEREOF of , December STATE OF WASHINGTON ) COUNTY OF SPOKANE i es On this day personally appeared before me etormdel /forme,7 vat. I Orh6E110:3 The Drainage Easement described hereinabove 1e to and shall run with the land. No modification of the boundaries of said Drainage Easement can be made without the prior approval of Spokane County. Whenever the individual lot owners or their a n ccessors 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 maintenance failure or have it corrected h at C the te has the right to u lot ownere or their successors in interest. apenea of the lndlvldul r lct Spokane County does not accept the responsibility of maintaining the drainage our•• on private lots within Drainage Easements or floodpla In 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 course. In Drainage Easements on private property. This Drainage Easement will terminate at such time the described areas are plated. have hereunto set ° hantlfe) 19 93 and ;goalie) this /7 day. l Michael Ethan and Lida Rose Harris: personally known to me to be the lndlvldualie) who executed the foregoing instrument and acknowledged the said instrument to be the free and voluntary act and deed of said lndividuelfe), for the uses and purposes therein mentioned. Given under my hand and seal this 7' day of December D / 19 93 . Notary Public In and for the state of Washington residing at Spokane. (%o„- ^g- '-y / 0/9 7 (!�!',°,�'- .'{].1'�u.'�`, .'r.�r,•awr<.ai.i „uawu.rW �..,�ouar�:,��ua i !/ y ('� GO ... u I J . 7344781 ae.jl. Eev.a1.10 '•' 'tt;i %t: 7GR4l1:TY DEED 07 - -• -e:, -. '- ••:x'Y.y. ..c.;:2s,Sne'Or•ntor 1lrentwood Irrigation Diatriot d3, at the Ccunty of s:Plhs4 Jon.H0,1947,11 Spokane,. State of 7aahington, for and in oonaideration of six • Req. Grantee . -c .. w: :;• -, - harelted• and tltty and no/100 dollars, in hand pa Id, c.nvey and Prenk'J. Glover;.' i /nartwpt'to Charles Ealver and Rcse Eelver, husband and eifn the R. Arse brong . -D•W e y following deaoribad real 'State, situ.tnd in the County of Spokane btate of Washington: The South one -third (3 1 /3) of the i+aat 1030 feet of dov.rnment Lot Thr.c (3 a o�Ton .)._.X.Watip- Twenty- tiva__(EG) North, Rsnbe tarty -four (44) 3.79. _ district reserves all existing rights of ay and easements over end scree• said prem- 1 es, ands lso the right at any and all tises to go upon said premises, or fin pert thereof / or the purpose of constructing, op•nting, •nd maintaining o•nals, ditch.., (lumen or pips - Ines, which shall by the board of Ddnctors of said district be deemed neceaeary in tba 0 oration of its irrigation •ystats. ___.. - Sub.1e .to Highway and utility ea,em•nta if any of record. In eetimeny whereof, said corporation bas caused its name to be signed bereto and 1ta cor- porate seal to be affixed thin 2nd day of December, 1948. ® Trentwood Irrigation District; Trantwood 1 rr1C•tiun District y3 Spokane Count Washington t By Earl Esdden, Aa its rresident Organized 1918 seal t Atteett T. C. 3amsey,Aa Ito Secretary •County of Spokane State of Washington ea, On this 2nd day of December A.D. 194d, before me, • notary Public , in and forth, above named County and State, personally appeared Sarl kadden and T. 0: Racxey to me known to be the President and secr.tary respectively of the corporation that executed ,.the within Ind foregoing Instrument, sndacknowledged the sold Inatruaent to be ttie free and voluntary sot • nd deed of ••1d corporation, for the uses and purposes there In mentioned, snd 'each on oath @toted that he wa• authorized to execute field instrument and that the seal or- fixed 1a the corporate seal of said corporation. In TeStneaa Whereof, I have hereunto set my hand .and sttlxed my official Beal the da and 1 '' y first above written. �•'Pred J. Cunningham, Rotary Public: % Yred J, ounnlr.,;l:•r., ;;ct, ry Fut ljc 1 :1 State of Wsshlntten t for the Stare of 't•cl.int :ton ,._ ,,, Ccraaaa Ion expires Aug. 5, 1947 i 7 tee Idlrg. at 3ry cue. TILED FOR RECORDe (JEST OF WIIPN D RETURN 1O NAME WALDO AND SCHWW& PS ADDRESS I206 Nona Pines Rd CftY, STAR' 721 Srykabe WA 99206 921029064 STATUTORY WARRANTY DEED VOC2 5 (TIE 1 9)0 me °annrou, SYLVIA M. LYON, who acquired title as SYLVIA M. PEDIG dealing in separate property, and WILLIAM E. LYON, her husband, tans In nnnI&nutn a Ten Dollars (510.00) and other valuable afnsidcration S - J pLUI? 1 7 6 1 1 c 9209160330% 0- Str ,I:I N. in band p i. mower, and ananu to MICHAEL ETI-IAN IMAMS and LIDA ROSE HARRIS, husband and wife, 'Inc IdNNnI described rW senate. situated In Inc I County of Spokane Stan of Wish/wow of the East 1018 feet That portion of the South one- third Government Inc 3 in Section 1 Tnwnshin 7S North Range 44 East of the Willamette Meridian, lying Easterly of the West 644 feet and North of the Soutn . u kit; EXCEPT that portion described as follows: AND EXCEPT McDonald Road; Situate in the County of Spokane, State of Washington. BEGINNING at a point on the West line of McDonald Road which is 7.00 feel 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; SUBJECT TO: Liability for future assessments levied by Trentwnod Irrigation District No. 3; Easements, restrictions, reservations, provisions and agreements of record. 9200014838 9200017597 DATED. September 14, 1992 • SYLVIA M. LYON WILLIAM E LYON / STATE OF WASHINGTON COUNTY OF SPOKANE )ss • w las raw ov Sale Amt N. i.r'.1f!O.r 0 1, 'T.11P CHILRMG S pok aefo ,my 1 vas "e4.4;4 9 / /b / Washington, Residing at Spokane My Appointment Expires: 8-15 -93 c c a I ar kaa aM1 Sala Ann Pd -"toe " DC "SKIP" CHItB1RG :mks... County Iran On lhu : I - day d Si+wbn, 1992 blue me. Iw+uty appeased SYLVIA M. 1.1'ON uJ W11J1AM F. 11 10 me kannn In be the ,ndMdwY daallcd In and who accnnd 'Inc rants •d larp•ng Instrument. W acM+Ydrel Our they upnd IM use as their Inc and wJUnnr an aal deed. ler the ices ad parr. Charm seaward. OWEN undo n.r hand and Mal 'al 'Inc day •td year Wt above mum •, / y \\ CIT M.00 O _ 0 W Y , N ��Q 'NOTARY PUBLIC in and for the Slate of ron fl • c\ Hennessey, Edwards and Boswell. P.S. S. 1403 Grand Blvd, Suite 2019 Spokane, WA. 99203 9210290641 FILED FOR RECORD BY Xt RETURN TO: 9209160341_% DEED OF TRUST YOU" 1 +cdq i4Ii i. FIUu " '' r This rpnct(p6`fyed / I edoEde use THIS DEED OF TRUST, mode the / "'� t day of September, 1992, between MMICIIAEI. 5TH nu HARRIS AND LIDA. ROu hulas, 'unhand and wile. Grantor. whose adds ess is 12016 Era 22nd Avenue, Spokane, WA. 90210 and SIONANC CCUMI'1 "1'1TLE Qr1PNIY 0 corporation, m Trustee, whose address is W. 426 Donne - Spokane. WA. 99204 mid WILLIAM HENRY ALBACII AND EVELYN ELIZABETII A.BACII, husband and wife. a Beneficiary whose address is North 722 Dump Spokane, WA 99210 y' of 4 WITNESSETII: Grantor hereby bargnins, sells and conveys to Trustee in Trust, with power of sole, the following described real property in Spokane County, Wallington. of the East 1035 feet That portion of the South one -third of Government Lot 3 in Section 3. Township 20 North. Range 44 E W.10, lying Easterly of the West 044 feet and North of doe S'oin1l, 30 feet. EXCEPT that portion described as follows'. BEGINNING at n point on the West line of McDonald hand which in 7 00 feel South of Oho North line of said South oneihird of Government Lot 3; thence Northerly, along said \Vest Tine. 7 00 feet; thence Westerly, along said North line, to a point which is 394 00 feet Westerly, measured al 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. which real property is not used principally for agricultural purposes, together with all tenements, he,edoanc,Ls, and nppurl enmities now or hereafter lltcrennto belonnng or in am wise apps y g. nod the rents, 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 11 IOUSAND DOLLARS AND 00 /100TIIS (5122,000.001 with interest, in accordance with the terns of n promissory note of even dole herewith payable to Beneficiary or order. and made by Grmalcr• and ell renewnls, modifications and extensions thereof, and also such further sums as mny be advanced or loaned by 1enclicmry to Grantor, or any of their successors or assigns, together with interest thereon at such rate as shall be agreed upon. 1'o 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 built or about to be built thereon; to restore promptly any building, structure or improvement thereon which mny be drummed or destroyed, and to comply with all srr7.sNS SUBJECT PROPERTY et i t r P /038 STEVICK AD®1T1ON 1 1 TRANSAMERICA TITLE INSURANCE COMPANY This sketch is provided. without charge. for your information. h is not intended to show all matters related to the property including, but not limited to. area, dimensions, easements, encroachments. or location of boundaries. his not part of. nor does it modity, the commitment or policy to which his attached. The Company assumes NU UARIUTY for any matter related to this sketch. Reference should be made to an accurate survey for further information. S P O IC A N 13 OFFICE OF TIIE COUNTY ENGINEER • Ronald C. I lormann, P.E., County Engineer ENGINEER'S AGREEMENT NUMBER Pc- /4„€3 This agreement between Spokane County and Ki GL ed E - R a r r; r (name ur person) whose interest in the project is Cw wc.r (I C. owner, agcnr, me ) is entered into this 2. e day of Ft- r 1 . 19 9 9. This agreement is applicable to the project known as: Fla t' ri 5 (prulea auurc■l 01 rhuianre or me number) 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 len 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 Tale 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. l'he 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: I'11V" e_ Vkci. S ADDRESS: CITY, STATE: ZIP CODE: PIIONE #: . +r ,n'01 11- ,, ...10...0 A.,., AGREEMENT TO PAY FEES e . . 5 1 4 1 vl C O U N - r Y A DIVISION OF TIIE PUBLIC WORKS DEPARTMENT Dennis M. Scott, P.E., Director / 7 o7 AJ• f-L C Do mu l l 5 vo4_ et 24,10 69 1 - I understand that failure to pay these fees may result in delay in completion or approval of the project or other possible sanctions. ❑ If this fee agreement is completed by someone other than the Sponsor (i.e., the project owner or a principal in the firm sponsoring the project), such as the Engineer designing the project, then written authorization from the Sponsor specifically authorizing the Agent to execute this Fee Agreement is attached to this Fee Agreement. / ,t SIGNATURE By: �i C iGr� / c LotA g r T (PRINT NAME) RETURN YELLOW COPY TO SPOKANE COUNTY ENGINEERS k\pV\agreemen. fee 8/20 /93 Cnnknnn WA 09760 - 0170 (5091456-3600 FAX (509) 456 -4715 MADE IN U 5 A wspMmn.1989 DATE RECEIVED FROM ACCOUNT BEGINNING BALANCE AMOUNT PAID 1011 I BALANCE DUE RECEIPT" QE-)bP _ n.n 1x )4A Q OO CASH y CHECK 1� MONEY ORDER Lida R. Harris Michael E. Harris 4407 N. McDonald 891 -6777 Spokane. WA 99216 PAY TO THE sir. ' ` Ca ORDER OF HOW PAID e Opporlunry Branch 051409 Imo° E 12816 Sprague Spokane. WA 99216 \ /l J ■ FOR W / /N /p �L'vM 50000241: 82460 1220 3628 N Ip U M B E R DOLLARS $ —L. DOLLARS Matt m 12 April 1994 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 II construction plans. I have included the notes and additions to the plans per your request. Along with these, 1 have enclosed a grading sheet for Rich Avenue which shows the problem at hand and the solution through increased cut distance from face of installed curb. If you have any questions please contact our office at (509)328 -5139 Sincerely Wya� 6 • leers Sean Hoisington, EIT 101 Thaln Road Lewiston, Idaho 83501 (208) 746 -2661 Fax: (208) 746 -6825 RECEIVED APR 1 2 1994 SPOKANE COUNTY ENGINEER P /beg A 0 W. 1801 Broadway Suite 110 Spokane, WA 99201 (509) 328-5139 ENGINEERS SURVEYORS PLANNERS • CONSTRUCTION MANAGERS REVISED RICH AVENUE GRADING SHEET C/L APPROX CUT DIST DIST STATION C/L ELEV FROM FOC C/L TO CUT 0.00 99.30 5.00 13.00 50.00 100.10 5.00 13.00 100.00 100.40 5.00 13.00 150.00 101.40 6.25 11.75 164.11 101.84 7.00 11.00 175.00 102.21 7.00 11.00 200.00 103.00 7.00 11.00 225.00 104.50 7.00 11.00 250.00 106.00 7.00 11.00 275.00 108.20 7.00 11.00 300.00 110.75 7.00 11.00 325.00 113.70 7.26 10.74 350.00 116.38 7.91 10.09 353.48 117.03 8.00 10.00 SAW CUT EP ELEV MATCH 99.52 100.40 101.47 102.06 102.39 103.40 104.60 106.09 108.29 110.91 113.87 116.78 117.16 PROPOSED X -SLOPE MATCH 3.60% 2.00% 1.28% 4.14% 4.14% 3.29% 2.71% SEE PLAN SEE PLAN SEE PLAN 3.03% 4.17% 4.12% PROPOSED TOP OF CURB MATCH 99.84 100.80 101.89 102.27 102.60 103.67 104.91 106.46 108.78 111.39 114.15 116.95 117.33 RECEIVED APR 1 21994 SPOKANE COUNTY ENGINEER FLOW LINE ELEV MATCH 99.34 100.30 101.39 101.77 102.10 103.17 104.41 105.96 108.28 110.89 113.65 116.45 116.83 S P O K A N C O U N T Y PLANNING DEPARTMENT WALLIS D. HUBBARD, DIRECTOR MEMORANDUM RECEIVED FEB 0 7 1994 TO: Division of Engineering and Roads SPOKANE COUNTY ENGINES$ Division of Utilities Department of Buildings Spokane County Health District Fire Protection District No. 1 Trentwood Irrigation District FROM: Tim Lawhead, Planner 11 �: DATE: February 3, 1994 SUBJECT: Review of Final Plat PE- 1683 -93 HARRIS SUBDIVISION PHASE 2 Enclosed find copies of the above referenced final plat. Please review and forward any comments by February 17,1994. If you have any questions you may contact Tim Lawhead at 456 -2205. Thank you. rp Enclosure c: Michael Harris, 4407 N. McDonald Rd., Spokane WA 99216 Sara Marks, 1801 W Broadway #110, Spokane WA 99201 WEST 1026 BROADWAY AVENUE • SPOKANE, WASHINGTON 99260 -0240 • (509) 456 -2205 MIS Wyatt Jaykim • 22 February 1994 Spokane County Engineers ATTN: Mr. Bill Hemmings W. 1026 Broadway Ave. Spokane, WA 99260 RE: Harris Court Phase II - County Project # 1683 -92 Dear Mr. Hemmings Please accept for approval the construction plans we have submitted as "Harris Court Phase II ". This is an eight lot subdivision located just northwest of the Rich Ave / McDonald Road intersection. Our client on this project is Mr. Michael Harris, Mr. Harris' address is 12918 E. 22nd Spokane, WA 99216. Phone (509) 891 -6777. Any review fees required to complete the approval process of this project will be paid by Mr. Harris. Costs required to construct this project will be handled by Mr. Harris. If you have any questions regarding the above stated project, please contact me or Jeff Logan at (509) 328 -5139. Sincerely, WYATT-JA YI IM ENGINEERS Sean Hoisington, EIT 4053rd.f22 0 - 101 Thaln Road Lewiston, Idaho 83501 (208) 746 -2661 Fax: (208) 746 -6825 RECEIVED FEB 2 2 1994 SPOKANE COUNTY ENGINEER 0 W. 1801 Broadway Suite 110 Spokane, WA 99201 (509) 328 -5139 ENGINEERS • SURVEYORS PLANNERS • CONSTRUCTION MANAGERS a W)vtt -J rjkim 8 March 1994 Spokane County Engineers ATTN: Mr. Bill Hemmings W. 1026 Broadway Ave. Spokane, WA 99260 RE: Harris Court Phase II - County Project # 1683 -92 Dear Mr. Hemmings Please accept for approval the construction plans we have re- submitted as "Harris Court Phase II ". This is an eight lot subdivision located just northwest of the Rich Ave / McDonald Road intersection. I have included the original red -lines with this submit. I hope that the changes made are sufficient to gain county approval. Our client on this project is Mr. Michael Harris, Mr. Harris' address is 12918 E. 22nd Spokane, WA 99216. Phone (509) 891 -6777. Any review fees required to complete the approval process of this project will be paid by Mr. Harris. Costs required to construct this project will be handled by Mr. Harris. If you have any questions regarding the above stated project, please contact me or Jeff Logan at (509) 328 -5139. Sincerely, WYATT -JAYKI N t NEERS Sean Hoisington, EIT 4053rd.f08 RECMFD MAR 0 81994 r SPOKANE ENGINEER ❑ ❑ 101 Main Road W. 1801 Broadway Lewiston, Idaho 83501 Suite 110 (208) 746-2661 Spokane, WA 99201 Fax: (208) 746-6825 (509) 328-5139 ENGINEERS • SURVEYORS PLANNERS • CONSTRUCTION MANAGERS DNACIIT 13 !44ID 01 PL., ClitfratAit STREET Raw YL T 0M DROP 1 3 // INSTALL GRASS TURF) OR SOD 50 5.88' CURB INLET TOC 0 1 5 CUT EL 102.07 J 0 25 50 R30' RD 6 OAS M'Alfll ELEVATION POO ROTTEN ELEVAT 1.9 !1001 01 LMa TYPICAL '208' POND WITHOUT DRAINAGE STRUCTURE SECTIONAL VIEW GRAPHIC SCALE ( IN FEET ) 1 inch = 50 ft. LOT 3 n ARROWS INDICATE DIRECTION OF ATER FLOW ON CURB D iF CURB RADE — ,i.26' 2.9 142.46' CR STA 2 +58.90 TOC EL 103.00 28.80' LT LOT 3 HARRIS PHASE II . P11u$3 100 i STA 2 +93. TOC EL 10 .39 J 1(\ 0 r. un�e C / ILO BRAS -. &coast GLITTER u1E ELEVATION 200 ALT PAMIdT il 11 t ,� . Qo . 10' IfTILTTY EASEMENT h1y Sr. rOta. pl CAC r`• 1_? EXPIRES 06/22/95 —Prov`Ld.,o 111`1 o koo. S C "r" \ , n 1. \ 4.11#'- -' -e z. finnUte ENG /Aa9Z5 a 5LR✓EYOP5 101 81 m urn. 0 !1 pet 9.4-s1 ... 3 st . 'LELA! POO 1101101/ MINATal INSTALL GRASS TURF AS SS PLVO. OR SOD 50 0 CRAIMAGE D.10/01T WONIED OM ROO -- BOTTOM„_ EL 101.n 77 LOT 8 HARRIS PHASE II TYPICAL '208' POND WITHOUT DRAINAGE STRUCTURE SECTIONAL VIEW GRAPHIC SCALE 25 50 100 ( IN FEET ) 1 inch = 50 ft. R t 3- TA N f r i-47.05 TOC EL 102.74 6.52 CUT EL ag,o7 R STA 2+58.90 TOC EL 103.00 28.80' RT 366 STA■2+93.48 TOC Et—I03,39 --- AS' RT 146.78' '42 10' UTILITY EASEMENT !EXPIRES 06/22/95 200 .rcsv i tsit Yn ‘-)ce ENG/AF—E725 1 SURVEYORS It. 1101 IrW *177.11 LOT 1 7.1 n 0 HARRIS PHASE .H TOG RAT PONT BOTTOM W.VAMI A! WON 01 PURL SECTIONAL VIEW ( IN FEET ) 1 inch = 50 ft. HARRIS 98.32' LOT 1 TYPICAL '208' POND WITH DRAINAGE STRUCTURE GRAPHIC SCALE EXPIRES 06/22/ 4 50 0 25 50 100 2 COURT C.1 0 8.5 . WIDE 208' BASIN BEGINNING AT SE CORNER LOT 1 EXTENDING TO STA 0 +80.52_HARRIS COURT STA 0 +50, 25' 1,1' 0 +38 NSTALL TYP A 100.73 DRTWE E ' RIM tL 9_i45 LtI 9P 17 _40F4 r 208' BOTTOM EL 98.95 A 0 +24.34, 23.98 ITT TOC EL 100.65 STA_ INSTALL CURB INLET. CUT EL 99.58 5 FOOT DRAINAGE EASEMENT 10' UTILITY EASEMENT ENGIAEER5 a 5(.9?VEYOR5 1. um nil I0T no �n weT i RAT POO COTTON DLVATM AS MOM CO ISMS TYPICAL '208' POND WITH DRAINAGE STRUCTURE SECTIONAL VIEW GRAPHIC SCALE 50 0 25 50 100 200 • STA 23.35 23.74 RT TOC EL 161.57 LOT 8 HARRIS PHASE II ( IN FEET ) 1 inch = 50 ft.. HARRIS COURT INSTALL INLET. CUT 0. 99.58 n I o R STA 0 +38 TOC EL 100.7 i 3f, "Q• 1 98_32 47.40' CR STA 1 +64.11 �'! —' R 28.5' B.5 WIDE '20B' BASIN EXTENDED FROM PHASE 1. CONSTRUCTION TOC EL 102.40 TO STA 0+80.52 I -FiRIS COURT TYPE B' PE' ORTWELL t) '208' BOTTOM EL 98.95 I W/TYPE 3 F&G �1IN 111! RIM E 99.45 5 FOOT DRAINAGE 1 6 1 1 EASEMENT isi r1 I LOT 8 Q I L _1 E 98.32' 5 FOOT DRAINAGE EASEMENT 10' URLTY EASEMENT IM P N1YP llMfll 011016 11 911N6 dAOC 1 EXPI =GC 06/22/9 ENGIAEER5 • •, "°' s6�r /w com• i1 SLAP VEYOR5 Ia9= 4F � n 1 Muff - Jaykim 15 March 1994 Spokane County Engineers ATTN: Mr. Bill Hemmings W. 1026 Broadway Ave. Spokane, WA 99260 RE: Harris Court Phase II - County Project # 1683 -92 Dear Mr. Hemmings Please accept for approval our third re- submit of construction plans known as "Harris Subdivision Phase II ". This is an eight lot subdivision located just northwest of the Rich Ave / McDonald Road intersection. Again, I have included the original red -lines with this submit. Again, I have made all of the requested changes and I hope that the plans are sufficient to gain county approval. Our client on this project is Mr. Michael Harris, Mr. Harris' address is 12918 E. 22nd Spokane, WA 99216. Phone (509) 891 -6777. Any review fees required to complete the approval process of this project will be paid by Mr. Harris. Costs required to construct this project will be handled by Mr. Harris. If you have any questions regarding the above stated project, please contact me or Jeff Logan at (509) 328 -5139. Sincerely, WYATT- JAYKIM EN INEERS Sean Hoisingtori, EIT 4053rd.m15 0 101 Thaln Road Lewiston, Idaho 83501 (208) 746-2661 Fax: (208) 746 -6825 ❑ ❑ 150 Nickerson St. W. 1801 Broadway Suite 102 Suite 110 Seattle, WA 98109 Spokane, WA 99201 (206) 283-9937 (509) 328-5139 Fax: (206) 283 -9950 ENGINEERS • SURVEYORS • PLANNERS CONSTRUCTION MANAGERS HP12f215 COURT fl , SPOKANE, 1-1ra- R !STAN NC-E 26 , v I 1 i 2Z . N 20 I - I 0 1S III t` I fe t p 12 ul :0 V I a W 2 0V g vAL.uE AT 300 pt .', g,ccAo, -TION ❑REeec4 e ' - /S L US ' 'XPAN4yiON '4o 61=1.5 vALUE TEST T;Z L-TS AAS HT° T- 1 5A M XUt7ATI0Ni PREtr CARe (pa S00 100 4/00 5100 400 300 200 100 27 budinger & associates ?eolechnocal & malenat ercn9ers I 1 10 12 14 Tea la 20 22 24 2/0 COYE2 (in) P&CIMEr.: A I 3 c e7CUOAT'io PRI ccesr..1t (inn) 13- 2S5 5 Cr , 3 E , (PAhJ € Icr -, I IAI_ (, OPO1 " ) � 11 20 27 E)CPAt-Ja11OI- ?czrSyuRE (>N•f) 448 67 117 gc*.Ie •rANc VALUE ( "12 ") 13 1 30 4 MPI A"" `Pe � �2,5rn i1.-;e; 10 -57 DRY C7ENSi y AT Tee (pc{) 125.7 1 129. 4 i 1$O -rc n 2.S CUnD2 1 00 1 10 I • 50 • • 1 to • 20 FAX TRANSMITTAL FORM TO: WY4 T7` 3/1 Y 1477 K//l //M 77N r . 69A/ ITD£5;.Nla mN FAX # TEL # FROM: 32 R ,94g 3 3 513, 3UDINGER & ASSOCIATES # (509) 535 -9589 Cr (509) 535 -8841 NUMBER OF ?AGES INCLUDING MIS COVER ?AGE COMMENTS: Please call if any pages are illegible or if you have questions. Thank you: 1809) 538-88 =.1Y I Cncli 3820 E Broadway _ Spokane, Waahlnaton 0920: budinger & associates geotechnical & maTerial engineers DATE 3 -16- 9 1` 3 F C. Bucings: PE Steonen D. Burcnett EIT :nnn `e. ;innecan EIT JY - 10 1G _J-1 NARg15 COCIR ( WOKANE. t 2 a 4PECItvtEN �Er[unA"TION u R Is-TANGs LUE -fE -1- fz Wer2o-- 6711 �AMP�= f1 I I I j j. I ..I11 PI2g.3tUr2W (pet.) 223 R N/ALUE AT 400 p•si 22 EXG.WOATION PRneG12 R "iAwuE AT eXP1 Ny -4 PlaateC rRE G f� e 0 10 12 ¶4. 10 13 20 22 24 24e budinger & associates geotecvvccl & mclencterNgsrea ;XU[OATION F1:2E956 (Psi) 900 700 (.00 5.00 400 300 200 100 I I • C0v E2 IC'.(NE& Eb`! ESP•r49•0H PC €. C.1KiE (in) 3 C O 1 774 I 4BG !Ec Z)c [71A1. (.cool ") i 10 12 IS j 1e, ggpANratoH PR - ceec4RE CPs-F) 1 43 52 i G5 ?8 gECa1 \4ALC.4E ( " ") 9 17 I 3.4. "yi MOItTc4R ' AT Teel T5.82 r 14.01 13.80 12.78 DRY PEksITY 114.8 ; li?..o 120.4 121.3 J03 *L9 r . I iw 90 70 e 20 10 0 " Wyatt :CIM HARRIS SUBDIVISION DESIGN CALCULATION REPORT March 8, 1994 EXPIRES 06/22/ q f WYATT- JAYKIM ENGINEERS W. 1801 BROADWAY #110 SPOKANE, WA 99201 (509) 328 -5139 RECEIVE MAR Q 8 1994 SPOKANE COUNTY ENGINEER /1) l PROJECT DESCRIPTION: STORM DRAINAGE ANALYSIS HARRIS SUBDIVISION The Harris Subdivision is a 3.3 acre tract of land located generally south of Wellesly and west of Sullivan Road between Wocdlawn 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. 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 II 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. 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. 1 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 IMPERVIOUS AREA BASIN FT2 ACRES FT2 ACRES #LOTS DU /GA C 1 112,300 2.58 11,400 .26 7 2.71 .25 2 53,400 1.23 8,800 .20 4 3.25 .30 Drvwells 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 I ") 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 comer of the same intersection, as noted on this plan set. 2 BASIN #1 BASIN #2 APPENDIX • DRAINAGE BASIN LAYOUT MAP • SCS PROJECT LOCATION • STORM FLOW CALCULATIONS • HAESTAD GUTTER FLOW DEPTH MODEL • '208' POND CALCULATIONS • STORM FLOW CALCULATIONS • HAESTAD GUTTER FLOW DEPTH MODEL • '208' POND CALCULATIONS • CURB INLET CAPACITY CALCULATIONS • CURB CAPACITY NOMOGRAPH • RUNOFF COEFFICIENTS (C) • RAINFALL INTENSITY CURVES • CHANNEL FLOW NOMOGRAPH • MANNINGS "n" VALUES • RICH AVE GRADING SHEET • ASPHALT SECTION DESIGN & "R" VALUE RESULTS • VERTICAL CURVE CALCULATIONS 100 GRAPHIC SCALE 0 50 100 200 ( IN FEET ) 1 inch = 100 ft. 400 PHASE D DRAINAGE HARRIS SUBDIVISION ENGINEERS • SUP VEYORS mmv 2 p GRAYELs, R • Yt c -. M (loins sheet 57) —.Rarer. P A -a loins sheet 75) 7 SPOKANE COUNTY, WASHINGTON_ . . 8144 E SHEET NUMBER 66 Sodr 1.20 000 0 S:Co Fact SPOKANE INTER NA TIONF `; i�,_77Zr PROJECT 5 � � 11 BASIN #1 (/ "=^`" " ti rt Total Basin Area= 2.58 Acres Number Units= 7 ° DU/GA= C= 0.25 / Table 1, Guidelines CASE 1: OVERLAND FLOW: GUTTER FLOW: CASE 2: uy L= 300 Gutter Length Gutter Flow Depth Assumption 0.14 Rd. Slope= 0.0164 n= O ; 815 Concrete Z= Inverse of Cross Slope Z/n= &��04976` Q= . ..5 ... Figure 1O. Gu/de0nea . V= '! Tg=1;Q9 Min T= #37 Duration, Figure 2, Guidelines 1 (10 yr)=2.42' Figure 2, Guidelines /' O( � �CF8 CONTROLS OVER CASE 2!*/ IMPERVIOUS ONLY: C= 0.9 |=318 A= 0.2617 [t= 0.15 Overland Flow n= 0.400 Figure 3, Guidelines o= O.O32v' L= 250/ Time af Concentration O= �i��''�CFS - , Tc<5 min (10 yr Storm) 6 Triangular Channel Analysis & Design Open Channel - Uniform flow Worksheet Name: HARRIS SUBDIVISION Comment: GUTTER FLOW DETERMINATION . - BASIN 41 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 0.0164 ft /ft Discharge 1.90 cfs Computed Results: 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) 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 645d 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 Time Time (min) (sec) Tc 8.71 5221 300 600 900 1200 1500 1800 2100 2400 2700 3000 3300 3600 3900 4200 4500 4800 5100 5400 5700 6000 "208" Drainaae Pond Calculations Required "208" Storage Volume = Impervious Area x .5 " /12in /ft Intens Q Dev. Vol. In Vol. Out Storage (in /hr) (cfs) ( cu.ft.) (cu.ft) (cu.ft) 2.42 156 10921 522 570 "208" Storage Provided 582.75 cu. ft. Drvwell Requirements - 10 vr storm Maximum Storage Required by Bowstring 570 cu.ft. Number and Type of Drywells Required Type "A" Type "B" 1 3.18 2.05 825 300 525 2.24 1.44 1123 600 523 1.77 1.14 1230 900 330 1.45 0.94 1288 1200 88 1.21 . 0.78 1309 1500 -191 1.04 0 67 1326 1800 -474 0.91 0.59 1337 . 2100 -763 0 82 0.53 1363 2400 -1037 0 74 0.48 1373 2700 -1327 0.68 0.44 1394 3000 -1606 0.64 0.41 1436 3300 -1864 0.61 0.39 1486 3600 -2114 0.60 0.39 1578 3900 -2322 0.58 0.37 1638 4200 -2562 0.56 0.36 1690 4500 -2810 0.53 0.34 1702 4800 -3098 0.52 0.34 1770 5100 -3330 0.50 0.32 1799 5400 -3601 0.49 0.32 ' 1858 5700 -3842 0.48 0.31 1913 6000 -4087 475 cu. ft/ 0 1 CASE 2: IMPERVIOUS ONLY: C= 0.9 1= 3.18 A= 0.20 Q= BASIN #2 Total Basin Area 1.23 Acres Number Units= 4 V DU/GA= Str2 c= 0.3% Table 1, Guidelines CASE 1: OVERLAND FLOW: Ct= 0.15' Overland Flow n= 0.400 Figure 3, Guidelines s= 0.015 L= 100 Tc= 48 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= ;00;415 Inverse of Cross Slope Zin= Ssi c: A= :0;489Q24; Q 1.0 ..... Figure 18, Guidelines V= 228 Tg= 220 Min T= 7 0 Duration, Figure 2, Guidelines 1 (10 yr)= 2.68 figure 2, Guidelines Q(10 yr)— ..... CFS CONTROLS OVER CASE 2! Thus, Tc= 7.0 Okay!! Tc<5 min (10 yr Storm) Triangular Channel Analysis & Design open Channel - Uniform flow Worksheet Name: HAPRIS1 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 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 10 Project: Harris Subdivision Basin: #2 Designer Hoisington Date: 3/8/94 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 5 7 2.68 0.3 10 1.23 8800 03 0.369 Time Time 1 Intens Q Dev. Vol. In Vol. Out (min) (sec) 1 (in /hr) (cfs) (cu.ft.) ( cu.ft) Tc 1 71 4201 2.68 0 99 5571 126 5 300 3.18 117 472 90 10 600 2.24 0 83 614 180 15 900 1.77 0.65 681 270 20 1200 1.45 0.54 718 360 25 1500 1.21 0.45 733 450 30 1800 1.04 0.381 746 540 35 2100 0.91 0.34 753 630 40 2400 0.821 0.30 769 720 45 2700 0.741 0.27 776 810 50 3000 0.68 0.25 789 900 55 3300 0.64 024 813 990 60 3600 0.61 0.23 842 1080 65 3900 0.60 022 895 1170 70 4200 0.58 0 21 929 1260 75 4500 0.56 0.21 959 1350 80 4800 0.53 0 20 967 1440 85 5100 0 52 0.19 1006 1530 90 5400 0 50 0.18 1023 1620 95 5700 0.49 018 1056 1710 1001 6000 0.48 0.18 1088 1800 "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" "208" Pond Width (ft) "208" Pond Length (ft) "208" Pond Area (sq. ft.) "208" Pond Perimeter (ft) "208" Pond Volume (cu. f 8.5 86 731 189 436.375 Storage (cu ft) 431 IK 382 434 411 358 283 206 123 49 -34 -111 -177 -238 -275 -331 -391 -473 -524 -597 -654 -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 drywelis. 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. I.0 .9 — — — —10 —8 — 7.5 6 —= 9 —65 — 5.5 5 \ 0 / _ / .— ~ / - 1 c.5 / — l 0 i /' Z Z I / _. -. 1 - C 0 7 3- .5 / / — J // J . 06 ■ _ J .. .25_- -3 06 — 3 O O 0 .D: .2— W 0- .15_ — 1.5 - -1.2 BUREAU OF PUBLIC ROADS OIVISION TWO, WASHINGTON, D.C. 6 -41 0 Z O I = - i 1.0 zr J '/ L T U C !J 10 8 — 6 6 — 01— H LOCAL DEPRESSION (c) HT. CURB 1 LL —5 FIGURE 17 —3 kz —0.1 NOMOGRAPH FOR CAPACITY OF CURB, OPENING INLETS AT LOW POINTS 13 Date 4/4/84 Pavement and Roofs Earth Shoulders Drives and .:Walks' Gravel Pavement City Business Areas Lawns, Sandy Soil _,awn, Heavy Soil Grass Shoulders Side Slopes, Earth Side Slopes, Turf Median Areas, Turf 6 -2 • TABLE 1' RUNOFF COEFFICIENTS SEWERS *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 30 /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 /G A 0.60 9.0 -15.0 DU /GA 0.70 ROLLING. HILLY 2X - lOX. OVER 10Z FLAT 0 90 0.90 0.90 0 50 0.50 0.50 0 75 0.80 0.85 0 50 0.55 0.60 r; Sn 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 ( Land, Clay and Lea_ ' 0 50 0.55 0.6U Cultivated Land, Sand and Gravel 0 2 5 0.30 0.35 Industrial Areas, Light 0.50 0.70 0.80 =:dcstrial Areas, Heavy . . . . . . . • • • 0.60 '.80 0.90 ?arks and Cemetaries 2.10 0.15 0.25 Playgrounds 0 20 0.25 0.30 �ood =and and Forests 0.10 _.15 0.20 Meadows and Pasture Land 0.25 0.30 0.35 TABLE 1 14 x * Assumes flat lot plus one -half width of abutting street. Other configurations should be checked by combining individual runoff factors for each various surface. 1 5 mommommummo ■■■ mm■■■■ ■■■■■■m■ ■■■u • ■■■m■5m■ um■■■ • mmmommommommmmomomm 5■ ■n■■■■5ma5..■. ■■mo■n■■■■■■m■■m• ■ ■-■■■■IMMO■u■■■■ imi ■mm■■■■■■einimiii■ ■■■■e■umm ■ ■■ ■■■■■s iii ■■m ■■■m■■riii ■■■u m■mm■un 5 ■E ■m 0111•010111 mommin mm mmmeu mummm • ■■■■■\um■■menm■ ■1 ■m■emmu ■■m■ m■■oafmum■■■■nu .:.:.mRj■mm■u ■ ■■ mmum,�\mmmmmm■�i im■m ■■■/■■■■■■■■m■m■■ MONERWIWOOMMAMME ■■■mm■■■■■u■o■■m■ m■u■ ■Lm■■■■m5■■■ mm■■■■ma■mmm■mmmmm missammommossamm ■■■1■m■mussmo mum mmmmmmnma k ■u■ m■■■■■m■r■LMX n■ ■■u■ m■■■u■►v. ■■n■ 1 ■m`►__ - 1 ONE MEM Au4 ■■n■\IEM■. AMMEMML KMUMNOIMII NIA • ®_8 J_ . r, - j •n■ h ' 1 - • 30 )1 { 1. _ 1 •. v 1 ` milsommia IIgn'' A - mumsymmeassuommison ■L u■■ee■■u■■ ■C!■ ■1\ NOW' m1 ■■ ■■ii■m■ ■■■.■ ■.•■ ■■■■ ma mm■� ii■■ ■■■►m ■�■■►a ■ - a, '!® • i eta 81111 � .� UP OAS- , - - All i - ■ ■1 ■1 : - I- - - _ - /� 1 A One _ 1_ _ 1 -1 - - -- F y 1_11 I _e ?i7.sz J 1: I =1- v SU Emmilim BMW 01011.011 WM "-t = - I - I .- r _I_ _. I • • • - __17117M - { I y 1 I - 4 I� IL l: - r= f ' ■► iei Mgr 14-- a .arm. °e.. ■ ■ ■ ■ r ■■■■, ■■■■■i ■■■Tin■■u - 1------ OQiii - _ ■■i■ui IIIIIIIIIIFIIIIII mom um minommmommIllim - mmiu ■■u■u■ ■ ■�■■ ■/ ■■n iIC smommon.. s_ ■nn■■ ■■■■5■mn■■n■■■ - li■■5■uu511n■■■ '- ■ 5■■■■■■■■n■■■■/n■ - �5fl■■■5■■ ■55 ••■5■■■n5 15■ ■■■■u - 155■■uu■u5 ■■ MEMIONIMOMEM M ■ R ■m■■m■■■■■■■■u■■ : ° ■:::::lHN111111 u■0I■5m■m■mn - �u u■ ■nnm■■■u ,- i�■i ■ ■i°■°■ii m iimp■= ■ mo■i MANNENINEMMEMINNINIME 1111111111111111112111 -I- I 5 • / =le=a . r■�i r - mamma - _ Me OM: MOmmemmil j i 1 w 0 T /0 20 - r J 20 60 70 80 , II! 90 /00 -10000 — 9000 —.0000 — 6000 — 5000 — 4000 = 3000 — 2000 — 1000 — 900 — 800 C — 700 600 500 0 —400 G L 300 E 200 —100 — 90 80 L 70 60 - 30 E 20 —10 • • °-I;i 1 • -. . ..- .. . „ ., l,l,.K..1. I...I .q . ••••••1■TC TO Ida:1..l ,• •nnr a C.. +.u t rf •ICM.00M. M C•O„ ILO ,C •,I7•I.a• a....00C,M.O 1. real I,O. COO.,,O. 1i.1 EXAMPLE I,l, ..,•l, .owls) • i I r /n • :roe :+srauc-Iow$ 6 -42 C (n .- 0 -,o Z 0 ,.a•, •. PC.r. e. ,.,. ,. . 50 s o•,c- .r..l4• _ . •••••A ref. lt L ,l ,l,r.. ,,. flint. .I,C...a id 7.•r 1 •l xmo• , r.l• v„ .uvo..... •o O 7 rl..w.(, )• sCnm.. Iu. ol. - Z —JO —.001 —.50 LL Z - .40 .30 n1\ : 1- .23 _t - J - , 1 Z r .008 Z —...07 — 0 —.006 0 .005 UJ o ^ .303 J to .002 l L 0' 0_ co H W L 10 0 .OB LI O F.07 C r.06 0 {— .05 CC • 1 :7.04 Q . : .02 a w o . NOMOGRAPH FOR FLOW IN TRIANGULAR CHANNELS 16 FICURE 1S -` .4 , Table ' .. _;tines coefficients CIa.nning3 a; for sheet flow so:. :nee description 0.011 Fa10 v .;:: , e_.- -- 0.05 Cultivate; soils: Residue over <209. 0.06 Residue , =.e_ 209- 0.17 S'prt gr _ _ 0.15 Dense a rise 0.24 oermudaeras= 0.41 Range (natural) 0.13 Woods:' Light underbrush 0.40 Dense underb: ush 0.80 IThe n values are a composite of information compiled by Engman (1986). 'Includes species wdI as weeping lvegrass, bluegrass, buffalo grass, blue grams grass, and native grass mixtures:'" 'When selecting a. consider cover to a height of about 0.1 R 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 DISTANCE EXISTING SAW CUT SLOPE TO PROPOSED FLOW LINE X-SLOPE STREET C/L TO EP X -SLOPE 15'EPELEV CENTERLINE? TOP OF CURB ELEV CUT TO FL GRADE 0 99.30 MATCH MATCH MATCH MATCH NA 9965 MATCH MATCH 0.38% 50 100.10 99.40 16.00 -4.4% 99.44 NO 99.84 99.34 3.5% 1.92% 100 100.40 10040 16.00 0.0% 100.40 LEVEL 1008 100.3 3.3% 2.18% 150 101.40 101.50 16.00 0.6% 101.49 YES 101.89 101.39 1 3.5% 3.58% 200 103.00 103 30 16.00 1.9% 103.28 YES 103 68 103.18 3.4% 5.44% 250 106.00 106.20 16.00 1.3% 106.19 YES 106.48 105.98 & 6.9% MATCH PHASE 1 CURBING AT STATION 2 +53.14 tit RICH AVENUE GRADING SHEET STATION 0 50 100 150 200 250 C/L ELEV I EP ELEV DISTANCE C/L TO EP 99.30 I MATCH MATCH 100.10 I 99.40 16.00 100.40 I 100.40 I 16.00 101.40 I 101.50 I 16.00 103.00 I 103.30 I 16.00 106.00 106.20 1 16.00 MATCH PHASE 1 CURBING AT STATION 2+53.14 EXISTING SAW CUT SLOPE TO PROPOSED X -SLOPE 15'EPELEV CENTERLINE? TOP OF CURB MATCH MATCH NA 99.65 -4 4% 99.44 NO 99.84 0.0% 10040 . LEVEL 100.8 0.6% 101.49 YES 101.89 1 9% 103.28 YES 103.68 1.3% 106.19 YES 106.4 FLOW LINE I X -SLOPE STREET ELEV CUT TO FL GRADE I MATCH 1 MAWSH 0.38% 99.34.\ I 2.1% 1.92% 100.3 :\ I / 2.0% 1 2.18% 101.39' \i 121% 1 3.58% 103.18 �, 1 2.0% 1 5.44% 105.9.11 57 %/ 18 WYATT - JAYKIM ENGINEERS LEWISTON, IDAHO 83501 SPOKANE, WASHINGTON 99201 JOB / / S SHEET Nn / n: CALCULATED °Y 5 'E.9ti / DAT= CHECKED BY DAT= SCALE 0 -4 LT .. c.T./ 4 ess / r AJ • -' 74,42,- 47 i s Coa RT '/ 4c S !L/-+ C ATi c ^ T_9FFi. L�4_j -7 E ?L:{U li1 O (: _ .. =08 / , 1: ti.\YC 204 ;Sm. stew 21.00(774,:44J /4€418)4710c, Or0lan, Mass 01471 la Or0er 001.1 TOLL SAFE 1 B 2256T4 / /0 ?Z 071E. _ p, 0o3ZCS )(/OO — Z Z_) /_ o\ a - o.r V..b D\ /. - . 7- U o 7 OO - /S pew - 772/iek5 / G • 3 S o uC -A:( TRANSMITTAL FORM TO: WY/4 — tiW %NrNL • art _s FAX :l 3( -n.4=a3 TEL 3z - S / 3y On/ FROM: E� /% A61/g267 =UDZNGER & ASSOCIATES _.? ! (509) 535 -9589 (509) 535 -384i `T_' ER __ .. PAGES :NC:_ING COVER ?AGE H " 3820 E Broadway Spokane, Washington M202 ?'_ease call if any pages are illegible or if you have questions. :hank you! (509) 535.8841 FAX (509) 5359569 budinger & associates geotechniccd & mc,erial engineers DATE 3 - _ y� F C 3tidings( PE Stecren D. Burchett EIT John a P;nnegan EIT HARR15 COURT r c,rOKANE, -1A. R ESISTANG '/AL_OIg TEST irz Esc.4 LT II 2 ,/ 0 171 ! z a cp e - c 12 '4 Ire 16 20 22 24- 2!n Cov E2 2XPANe io:-+ , 9PECIN1EN A a _ 7c41Df lON ry1:z ufs (psO 121.2 ; 374 le---co 549 & ,tP4‘,NtlC-4 p 1AL (.cool ") [ 10 1 12 r5 I 18 ExpaH•eICN pRE55uR(p -s{') I 43 1 52 :a5 ! 78 REe15'1'ANce '/ALC.tE ( "WI) 1 ° J 1 7 I 34 47 I MO15'TURE AT `f i5.82 ! 14.e 1 t3,3O 1 12.79 D RY oNSI A` ` =5`(P °f) ; 11 4.8 119.0 ; 120.4 I '21.3 I R /Alu .1c 400 P ei gXUOATIoN PFCEe -e C4 2 N/A L PAnlgi Pr2 Etec rRe 6AMP 4 EXL1t7ATi0N PREt' .C1 E (p9•) 900 700 GOO SOO 400 300 200 100 TOO I I I I! 1 1 I I! 1 I I 22 N /A budinger & associates 'jeoIec'n'cOi & moIericI engr er5 JO3 - _94041 X11 90 • • WYATT- JAYKIM ENGINEERS LEWISTON, IDAHO 83501 SPOKANE, WASHINGTON 99201 Ae-•?,S Co.c//a i V Orr/ c,4c C i/ 6 c7PE -0 . = 3c M. P-4 r j i b ,4.4c 5L Le $ ,. = 3 ' 4 ,a A 3.38 L L .1 - 2. — re9se s ' 5 T -"4 /2 ?° 64. Pnxucr ?4 II /nrm /,. Inc. 6mbgAUO 01471 10 oan PONE 1011 4000 1-0-743 64W 3, /Co (zao> yo o A 3.s ( 2.0 2 3 v JOB 7 4441 › I 5 f ,44a.st 77 SHEET ND / OF CALCULATED BY___SE /� DATP CHECKED By DATF SCALP y vo r . —,' ', GL L. a c,re; 3 % A— 3 5 G d U / t '/. 9 / �. - _`- i 1 2 00\' t L i4.b ?'15 / 5 5 Ni. c 15 cu -.VU c_ Design controls— passing sight distance. Design values of crest vertical curves for passing sight distance differ from those for stopping sight distance because of the different height criterion. The general formulas I and 2 apply, but the 4.25 -ft height of object results in the following specific formulas with the same terms as above: When S is less than L, 1. -- When S is grcatei than L, L = 2s — Design Speed (mph) 20 25 30 35 40 45 50 55 65 70 8(X) 950 1,100 1,300 I ,500 1,650 1,800 1.950 2 _.100 2,3(X) 2,5(X) AS 3,093 Minimum Passing Sight Distance, Rounded for Design (ft) 3,093 A Rate or Vertical Curvature, K,° Rounded for Design (length (ft) per percent of A) 210 311(1 400 550 730 890 1,050 1.230 1 ,4110 1,720 2 tit , 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) For minimum passing sight distances, Table 111-5, the required 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 are 7 to 21 times the lengths necessary for stopping sight distances. Generally, it is impracticable to design crest vertical curves to provide for passing sight distance because of high cost tvIiere nest cuts are involved ;Ind f the difficulty of lilting thc required long vertical 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 whsle combinations or alinement and profile do not require the use of crest vet ilea curves. Sag Nerticad Ctirvesj4 At least litur different ci iletia 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 :dread is dependent on Ilse position of the headlights and the direction of the light bean. General use is being given to a headlight height of 2.0 ft and a 1` upward divergence of the Tight beam from the longitudinal axis of 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, L, and A relation, using S as the distance between the vehicle and point where the I° angle of light ray intersects the surface of thc roadway: AS• (7j When S,is less th:inll.., -1 1-- - 400 -1- 3.5S a. ,,ma•°n: 400 -b 3.5S (8) 'When S is'Ireaterithan . L L = 2S A where: L = length of sag vertical curve, ft; S = light beam distance, ft: and A = algebraic difference in grades, percent. For uvei al l safety on highways, a sag vertical curve should he long enough so That the light bean distance is meal ly Ilte same as the stopping sight dis- tance. Accordingly, It is psi tinenl to use slopping 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 clone for crest vertical curves and the dotted line for K = 84.2 being an unrounded value for 45 mph for comparison. Figure 111 -44 provides 292 it it Sll1 ) • Unuurn I, He (3uaauad) y • sapeJ9 u) oauaao3 ;l0 a)e.11061V y ip/ /l, /nru wig/ .`, nrrt L 0 i 0 5 m w E c • U t •.m • ••o Pi 0 , tA: N. 0 rt a m • LL 1'.1rn0r0n n/ 11(..■iGn 293 values for small values of A, but tlse differences are not significant. Tahlc III -42 shows the range of computed values and the rounded values of K selected as design controls. The lengths of sag vertical curves on the basis of the design speed values of K are 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 curves ale desired wherever feasible, but special intention to drainage must he exeicised whets a K value in excess of 167 is used. Minimum lengths 01 vertical curves fur flat gradients also are rceognited Mr '.1g conditions. The values determined tin' crest conditions appear to be generally suitable for sags. Lengths of sag vertical curves, shown as vertical lines in Figure III -43, are equal to 3 times the design speed. Sag vertical curves shoi tei than the lengths computed from Table III -42 may be justified for economic reasons in cases where an existing element. such as a structure not ready for replacement, controls the vertical profile. In cumin cases ramps may also be designed with shorter sag vertical curves. Fixed sonice lighting is desil able in these cases. For street design, some engi- neers accept design of a sag or crest where A is about 1 percent or less without a length of calculated vertical curve. However, field modifications during con - sll uct ion usually result in constructing the equivalent to a vertical curve, even if slot t. Assumed Stopping Sight Rate of Vertical Curvature, K Design Speed for Coefficient Distance (length (ft) per percent of A) Speed Condition of Friction hounded for Rounded for (mph) (mph) f Design (ft) Computed' Design 211 20 -20 11 4(1 125 -125 14.7 -14.7 20 -20 25 24 -25 0 38 150 -150 21.7 -23.5 30 -30 10 28.30 (1 35 200 -200 50.8 -35.3 40 -40 35 12 -35 II 1.1 2 25 -250 40.8 -48.6 50 -50 411 16 -411 11,12 275.325 53.4- 65.6 60 -70 45 40 -45 (1.31 325 -400 67.0.84.2 70.90 511 44 -5(1 0 30 400 -475 82.5- 105.6 90 -110 55 48 -55 1).3(1 450 -550 97.6-126.7 100 -130 LII 52 - 60 0.70 525.651) 116.7.153.4 120 -160 01 5, 115 0..) 5511 -725 124.4178 6 130 -180 10 58 -711 0.25 625 -850 147.7 -211.3 150 - inpm. '.Jur.. daoppmr.p')i L.om Table III -42. Design controls for sag vertical curves based on stopping sight distance. Wyatt Jcrykim HARRIS SUBDIVISION STORM DRAINAGE CALCULATIONS AUGUST 10, 1993 WYATT- JAYKIM ENGINEERS W. 1801 BROADWAY #110 SPOKANE, WA 99201 (509) 328 -5139 °UBLIC DOCUMENT SPOKANE L.JUNTY ENGINEER S OFFICE PROJECT ORIGINAL SUBMITTAL a r . RETURN TO COUNTY ENGINEER S ?C;_ \ COUNTYENG!NEERr PROJECT DESCRIPTION: STORM DRAINAGE ANALYSIS HARRIS SUBDIVISION 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 (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 Countv. 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 t 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 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 IMPERVIOUS AREA RACTN 7T9 ACP PC PT, 4CRFC it C1TC TIT /C: C 1 112,300 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 Hvdroeraohs. 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 the future). 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 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 All off the 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 OvO OlVNOG3N 1 r. D2200,2000 02.75P00000004 20000000000'q- 0 0 00000000000020000000000000 ,0000000000. 00000000000000000000002:0000 00 00000200000C:000000000 000202002200002 200000 OC 0 ' 211„0‹ . 0 0 00002] ] 0000000000000000U 2000OOCCCCO0000 00 00 0000000C 0 C000000000 0000000000000C: 2].20000C 00000000=000000000000 0000000000000002 200000:10 000 o a o o00'0O 00000 000000 000 000000 0 tl 0000000000.000000000 D' 00 =o 0000000 000 o o D D O0 0 o 00000 0 0 0000 00000000 0 oocc0o 000 D DO 0 0 0 0 0 O 0 00 sac) 0 o:c 2000000 OV021 NMV1000.7, rc 0 0 z 0 01 0 < m < o cc m x e I N Joins sheet 57) (Joins sheet 75) SPOKANE COUNTY, WASHINGTON — SHEET NUMBER 66 SPOKANE - �. INTERNATIONAL R. 44 E le 0 Scale 1 20000 • 5000 Feet a • i l e wmourn RolLng PROJECT WYATT - JAYKIM ENGINEERS LEWISTON, IDAHO 83501 SPOKANE, WASHINGTON 99201 T�r4 if � l — r L i 9• o •G. % /!Oi - )\ a7 s Pmts' Ow rani psm /Aal. ix_ coati not hoe. nn[ m ae iaAac SHEET Nn OF CALCULATED BY =t' DATE 3 / — CHECKED BY DATE SCALF WYATT-JAYKIM ENGINEERS LEWISTON, IDAHO 83501 SPOKANE, WASHINGTON 99201 . 2, ■■••■, 2_ _ • 7-- ?O ..71/4 SHEET NO OF CALCULATED BY S DATc e R CHECKED BY DATA SCALF . •/ , 7_ 7 A D ) (0 2- . 7- h.g.' cAs - 3 4 25—' 1 -= I Z/.6,7 2 17 _ - 7 - - 8 , 0 4- Z .6' 2 - er; /0./ 'LS r : az : z 5 - ( 2 , 2 _,; - 58' / cFS les- "Mia %lag 2S (Plaftd1CMIOcAte‘ lust CACI It Orar MX Mt MI 14012frOZ WYATT-JAYKIM ENGINEERS LEWISTON, IDAHO 83501 SPOKANE, WASHINGTON 99201 77-/' a c 2__ • Tc 4' • • / ' --2 ,•-, =t./ P = 0:5 / -- D ,-_; 6, r7 9 t../ 7:-. /, / -= / • SC. -c. 5. .1 , o •>.' _.- = .> ___-- - I; 7 . • 1 ,F z t.f.; _h•:" .2- r- . „.. c-- • / - 7•• - 7 • • - • = / J.) 4 fl r Jeln 2.. / 'z TJ73 nolc PO $ emep (Angh, br- Gi, Stm. MCI tearPa Rat Re laccma SHEET No OF CALCULATED BY S DAP CHECKED BY DATP SCALP LQ A3 SE Z _S7 ES o 4 --/ et_ x. 3./4- x. 0. L • .1. i / CO re n 0 C— S 4 --/o -5; Solve For Depth 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: HARRIS SUBDIVISION Comment: GUTTER FLOW DETERMINATION - BASIN #1 0.00:1 (H:V) 50.00:1 (H:V) 0.016 0.0100 ft /ft 1.42 cfs Computed Results: Depth 0.18 ft Velocity 1.82 fps Flow Area 0.78 sf Flow Top Width 8.84 ft Wetted Perimeter 9.02 ft Critical Depth 0.18 ft Critical Slope 0.0085 ft /ft Froude Number 1.08 (flow is Supercritical) Open Channel Flow Module, Version 3.3 (c) 1991 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 Project: Harris Subdivision Basin: #1 Designer. Hoisington Date: 8/10/93 Time Increment (min) 5 '208' Pond Width ((t) 17 Time of Conc. (min) 10.37 '208' Pond Length (ft) 60 Int. @ Tc (in /hr) 2.2 1 208' Pond Area (sq. ft.) 1020 Outflow (cfs) 1 '208" Pond Perimeter (ft) 154 Design Year Flow 10 '208" Pond Volume (cu. ft.) 567.75 Area (acres) 2.58 Impervious Area (sq ft) 11400 C' Factor 0.25 C'tArea 0.645 Time Time (min) (sec) I Tc II 10.37 622.2 2.20 1.42 1183 622 561 II 5 300 3.18 2.05 825 300 525 10 600 2.24 1.44 1162 600 562 15 900 1.77 1.14 1269 900 369 20 1200 1.45 0.94 1320 1200 120 25 1500 1.21 0.78 1336 1500 -164 30 1800 1.04 0,67 1349 1800 -451 35 2100 0.91 0.59 1357 2100 -743 40 2400 0.82 0.53 1381 2400 -1019 45 2700 0.74 0.48 1390 2700 -1310 50 3000 0.68 0.44 1409 3000 -1591 55 3300 0.64 0.41 1450 3300 -1850 60 3600 0.61 0.39 1500 3600 -2100 65 3900 0.60 0.39 1591 3900 -2309 70 4200 0.58 0.37 1650 4200 -2550 75 4500 0.56 0.36 1702 4500 -2798 80 4800 0.53 0.34 1713 4800 -3087 85 5100 0.52 0.34 1781 5100 -3319 90 5400 0.50 0.32 1810 5400 -3590 95 5700 1 0.49 0.32 1868 5700 -3832 100 6000 1 0.48 0.31 1923 6000 -4077 "208" Drainage Pond Calculations Required '208" Storage Volume = Impervious Area x .5 " /12in /ft "208" Storage Provided Drvwell Requirements - 10 yr storm Maximum Storage Required by Bowstring Intens O Dev. Vol. In Vol. Out Storage (in /hr) (cfs) (cu.ft.) (cu.ft) (cu.ft) Number and Type of Drywells Required Type "A" Type "B" 475 cu. ft. 567.75 cu. ft. 562 cu.ft. 0 1 WYATT - JAYKIM ENGINEERS LEWISTON, IDAHO 83501 SPOKANE, WASHINGTON 99201 7 cc t a 7 • non coo — l rate 1 -&sa Mal own to am not mu MS 140425470 _CE .--C-1 SHEET Nn CALCULATED BY CHECKED BY SCALD • OF DATE DATE / ✓ • WYATT - JAYKIM ENGINEERS LEWISTON, IDAHO 83501 SPOKANE, WASHINGTON 99201 - o :0 1 . ■/ = .z.os r>S C TesS ec r '�. _. L/ .G = O . 7 . / ._ Z_ =3o .. _5 JO° SHEET Nn weer, Inu rte 4a:a.an i 2. Lo r PT Is Da. IlO( ROAR IR.Tda 3 - 7 CALCULATED BY 5 L /-r CHECKED BY Srne c / ,O ...;� L/ r. �— L19-CE' (_ c ,JT G S ; C/ / • c.,ti nr DATE 1_25E= IGx$ < O. G? S .._ DATr S — i o X 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 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 0.62 cfs 0.13 ft 1.48 fps 0.42 sf 6.48 ft 6.61 ft 0.13 ft 0.0095 ft /ft 1.02 (flow is Supercritical) Open Channel Flow Module, Version 3.3 (c) 1991 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 Project: Harris Subdivision Basin: #2 Designer. Hoisington Date: 8/10/93 Time Increment (min) 5 '208' Pond Width (ft) - 17 Time of Conc. (min) 15.48 '208" Pond Length (ft) 55 Int. @ Tc (in /hr) 1.72 '208" Pond Area (sq. ft.) 935 Outflow (cfs) 0.33 "208" Pond Perimeter (ft) '144 Design Year Flow 10 "208" Pond Volume (cu. tt.) 521.5 Area (acres) 1.23 Impervious Area (sq ft) 8800 C' Factor 0.3 C "Area 0.369 Time Time Intens 0 Dev. Vol. In Vol. Out Storage (min) (sec) (in /hr) (cfs) (cu.ft.) ( cu.ft) (cu.t) Tc 15,48 928.8 1.72 0.63 790 307 483 5 300 3.18 1.17 472 99 373 10 600 2.24 0.83 665 198 467 15 900 1.77 0.65 788 297 491 20 1200 1.45 0.54 811 396 415 25 1500 1.21 0.45 811 495 316 30 1800 1.04 0.38 812 594 218 35 2100 0.91 0.34 811 693 118 40 2400 0.82 0.30 822 792 30 45 2700 0.74 0.27 823 891 -68 50 3000 0.68 0.25 832 990 -158 55 3300 • 0.64 0.24 854 1089 -235 60 1 3600 0.61 0.23 881 1188 -307 65 1 3900 0.60 0.22 933 1287 -354 70 4200 0.58 0.21 966 1386 -420 75 4500 0.56 0.21 995 1485 -490 80 I 4800 0.53 0.20 1000 1584 -584 85 1 5100 0.52 0.19 1039 1683 -644 90 5400 0.50 0.18 1055 1782 -727 95 5700 0.49 0.18 1088 1881 -793 100 1 6000 0.48 0.18 1119 1980 -861 "208" Drainage Pond Calculations Required - 208" Storage Volume = Impervious Area x .5 " /12in /ft "208" Storage Provided Drywell Requirements - 10 yr storm Maximum Storage Required by Bowstring Number and Type of Drywells Required Type 'A" Type "B" 367 cu. ft. 521.5 cu. ft. 491 cu.ft. 1 0 Pavement and.Roofs Earth Shoulders Drives and: :.Walks' Gravel Pavement City Business Areas Lawns, Sandy Soil Lawn, Heavy Soil Grass Shoulders Date 4/4/84 TABLES i l` RUNOFF COEFFICIENTS-FOR:STORM SEWERS 6 -2 FLAT 0 90 0.50 0'75 0 50 n Rn 0 10 0 17 0 25 Side Slopes, Earth 0 60 Side Slopes, Turf 0 30 Median Areas, Turf 0 25 Cultivated Land, Clay and Loam 0 50 Cultivated Land, Sand and Gravel 0 25 Industrial Areas, Light 0 50 Industrial Areas, Heavy 0 60 Parks and Cemetaries 0 10 Playgrounds 0 20 Woodland and Forests 0 10 Meadows and Pasture Land 0 25 *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 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 ROLLING- _ HILLY 2Z - 10Z. OVER 10% 0.90 0.90 0.50 0.50 0.80 ` 0.55 0.55 0.60 0.85 0.85 0.15 0.20 0.22 0.35 0.25 0.25 0.60 0.60 0.30 0.30 0.30 0.30 0.55 0.60 0.30 0.35 0.70 0.80 0.80 0.90 0.15 0.25 0.25 0.30 0.15 0.20 0.30 0.35 * Assumes flat lot plus one -half width of abutting street. Other configurations should be checked by combining individual runoff factors for each various surface. 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D • 7.0 COS ___ - - .03 - ' z 3 - - 1000 - 900 - 800 - 700 r{J - 600 - 500 O -400 Q - 300 N 1 10,4(1 )/n •110 was SLOP( 134 CL •.D COx•CCT D.scx.•.( 10) 33.34 - 200 a(•t. ICI T.(3( Two L..1> 3401 I.T(•.CCt xi lu.u•. LIN( Tow c0.•LLT( SOLUTION. INSTRUCTIONS x .o. 34M11.0. - 100 .- o., +<L - 90 •1 3x03..34 34030• - 80 - 70 - 60 - 50 3 TO OTT(•-( r o-sc.f.( 0. 14 a / - 30 ▪ ..L C•r, 4 (o. TO7.L •13C.•.c( 14.4 O. ol scc'ID+ • /O. D•r. -20 •, 10 D(•(r( D. r° LD.•ern ucn0N D • OLEO. ,.,T•DcTIO3 3 I I. - 10 r0 Du... 04Sc.••.( .x •l-. uCNO. • AT u)0.Le •(, I..a1 01• L •Irmo . '.0.c •.LTD 1 ..D 0•734 (. 034 (• 0 T ' 2. O. 6 -42 -.10 .07 - .06 -.05 0o To so -.04 W V -.I CC -.0T < -.05 - 03 0 - 01 -.08 - .07 - .06 W CL -.05 O -.003 - 1 CD �1) CC 0.04 U -.002 -.03 F . Q 1L 0 1.L 02 V - .008 - .006 W " -.001 0 • -.70 -.60 -.50 -.40 Z .30 .20 : ~ -.02 Q.. NOMOGRAPH FOR FLOW IN TRIANGULAR CHANNELS FIGURE IS Owns Table 3-1.—Rouzhness coefficients planning's ni for sheet flow E ;race description Smooth s..-ace .;::acts. asnhai:. Travel or bare soil. 0.011 Fallow (re re_ i_r 0.05 Cultivated sous: Residue cover c20% 0.06 Residue cover >20% 0.17 Grass: - Short grass 0.15 Dense g asses 0.24 Bermud_gra,- 0.41 Range (natural) 0.13 Woods:3 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 lovegnss, bluegrass, buffalo grass, blue grams grass, and native grass mixtures.' "When selecting n, consider cover to a height of 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 .50 .01 t E 20 2 4 6 10 Average velocity, ft /sec 3-2 (210- VI- TR -55, Second Ed., June 1986) E Figure 3 -1.— Average velocities for estimating travel time for shallow concentrated flow. 4- SUBMITTAL CHECKLIST PROJECT: Att. S- U 13b4V is n,J r 4ASE IT PROJECT SPONSOR: 117'CMAEL E J- lAe.21S PROJECT # REVIEW # REVIEWER: DATE: PROJECT ENGINEER (Road & Drainage Plans) WN441T - \av lc lr 0 ‘ TEL # 328 PROJECT SURVEYOR (Plat) YES NO N/A ✓ J / ✓ ✓ P I t„P)3 A G• ee‘c.N 29 s Q3 2S Fcbri cry qq rnayOn TEL # En 1- (v J TEL # GENERAL ITEMS 1. The $100.00 fee for plat review has been paid to Spokane County for this submittal O)NQL C . C J ' fl k c r o F A o % . O LOMMEIJTS UNTIL CECD 4 POEN/IOU S x ' \n ✓ 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. 2 copies of the calculations were submitted 9. The plans are on 24" x 36" sheets GENERAL ITEMS (cont'd) / 10. The calculations are bound together ✓✓ cklistv3.0 /Aug93 11. The plans and calculations are stamped and signed by a Professional Engineer 12. The developer has signed and approved the road and drainage plans 13. Are there any conflicts between the proposed drainfields and any drainage ditches on the plat 14. Bowstring calculations by developer are in the file for this review. 15. Vertical curve stopping sight distance calculations by developer are in file for this review ✓✓ 16. Horizontal & vertical alignment sight distance calculations by developer are in file for this review 17. The engineer /developer has provided evidence of coordination with the electric utility servicing the project 18a. The file contains a Spokane County Section Map 18b. The file contains a Spokane County Assessors's Map 18c. The file contains an aerial photo of the proposed project area ✓' 18d. The file contains a corrected preliminary of the final plat map ✓i 19. The project is located in urban boundary area 20. The project is located in the Aquifer Sensitive Area _N4/2 21. The project plan name matches the plat name ✓./ 22. Is the entire project located outside of an identified Flood Plain Area? 23. Is the entire project is located outside of an identified Stormwater Management Problem Area? 2 GENERAL ITEMS (cont'd) 24. List any design deviation requests and their cklietv3.0 /Aug93 s tat us : 25. Locate the Findings and Order for the project and list any unusual conditions: 1-,aa V> = 112 Luca\ A «c5 + Cu.( 6 11 Aq),„. \rlv 12A = 2 'Covet w 0,4fr,,o, 4 100 S.VJ • ( 5' te.t•45,IIX1i e401, eo&A. = 41 2. Lnrn,1 ACccss, r &Ai'b ✓ 23. Backcheck of previous comments completed ,/ 24. All previous comments adequately addressed 3 4 cklietv3.0 /Aug93 FIELD REVIEW 1. Field investigation trip made on 2. Report completed and put into file on 3. Are there any existing utilities on the project site? (Overhead power, fire hydrants, etc.) If yes, describe. 4. Are the drainage basins on the ground the same as those that are presented in the drainage report? 5. Are there any drainage channels directed toward property? 6. Are there any drainage channels directing water through the property? 7. Do County roads cut off drainage as per drainage calculations? 8. If _there_ are culverts under county roads, does the flow go away from or toward the project? 9. What kind of ground cover exists? 10. Describe any existing channel conditions: 11. Describe channel cross section: 12. Existing Curb Type: 4 ROAD REQ'D WIDTH DESIGN MIN. /MAX. STOPPING SIGHT MIN. CURVE NAME CLASS. PAVED R/W TERRAIN SPEED GRADE DISTANCE HORIZ. VERT. 1 VLMAe Loc2,1 SG 50' Co.1 d.B /S o 2_00 4 'Q.%c. 4V2. Laa\tL .3!„ 46 Vta\ c>442.0 21b #O 't2 rn o road. 's b 476=V44) C.L-' wo 1 the :dit %cwt.& tam. lot fedursul ho 7.S wp 1 ^- ✓✓ 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: L 2&f. — s 11 3' - ckliotv3. D /Aug93 ROAD PLANS 1. List any roads that must be designed and constructed on the project. The following road plans have a bearing on the design of roads for this project and a copy is in the file: 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). 5 910 (Zak) AM ROAD PLANS (cont'd) A /✓ 1 f 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)? ,(,/ 9. Are existing utilities shown on the plans (or an information copy of the utility plans submitted)? 10. Are proposed utilities shown on the plans (or an information copy of the utility plans submitted)? 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 t 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 4.50) 12c. Is there a street cross section shown for widening existing streets? 12d. Does the proposed new width match the width required in the Findings and Order? 12e. The cross - section shows: existing R/W proposed R/W future setaside 12f. 100' (min.) pavement taper into project is shown (1) There is adequate R/W for the taper to extend from the new paving width to existing pavement. (2) There is inadequate R/W for the taper to extend from the new paving width to existing pavement; taper extends from existing paving to R /W. 12g. Length of pavement taper out of project meets: WS = 60 for design speeds s 40 mph WS for design speeds > 45 mph ft. min. taper length approved by County Traffic Engineer 12h. Transition from end of curb to existing paving is shown (curb should nose down in 12 ") 6 ROAD PLANS (cont'd) ✓ 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 theicounty minimum of 0.8 %? 12k. If curb grades are below 0.8 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 .f 300' on arterials 13b. The plans show the typical cross section for streets ✓ 13c. Does the proposed street width match the Findings and Order? 2 13g. Are the curb grades above the county minimum of Pert& (0 Aed 0.8%? ckliotv3.0 /Aug93 13d. The cross - section shows: ✓ existing R/W proposed R/W ✓ 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 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 7 ROAD PLANS (cont'd) j 13h. If curb grades are below 0.8 %, has a special note been added which requires a licensed land surveyor to verify that the curb forms are at the correct plan grade prior to construction? 14. Has an "R" value test been performed for each soil group? v1 14a. The pavement section is adequate for the R -value Abel 2"It4" 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 ,/ r ckliotv3.0 /Aug93 16. SIGNAGE PLAN ✓ 16a. Stop signs are shown for all streets which intersect an arterial (Check with County Traffic Engineer if there is a question) 16b. Street name signs are shown at all intersecting streets v 16c. Is there a need for barriers at the end of dead end streets? 16d. Is there a need for other special signing? (Check with the County Traffic Engineer) 17. Has the Fire District approved all proposed private road turnarounds that are substandard according to our Spokane County Road Standards? 18. CURB RETURNS 18a. Are BCR, MCR, and ECR stations /elevations on curb returns shown on the plan? in the profile? ✓ ' 18b. Are the curb return elevations correct? 18c. Is there positive drainage from the road intersection to the MCR? 18d. Curb return radius meets County Standard minimum of 20' (to back of curb for rolled /wedge curbs, 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) J 20c. If there is a change of direction at the wheelchair ramps, are the ramps oriented so that: a 5'x5' pad is provided at'the top of'the ramp? the required 5'x5' landing zone at the bottom of the ramp is located inside of a line drawn 1' inside a line extended between the curb faces of the adjoining street at intersections? any drainage structures are located outside of the landing zone? / 20d. The intersection horizontal sight distance analysis shows that sight triangle encroachment on private property is 2' or less 21. Is there a need for slope easements? 22. Is there a need for erosion protection? cklistvl.a /Augss 18f. BCR, MCR, and ECR elevations are set so that the superelevation between the intersection and the curbline is banked properly for right -hand turns into and out of the intersection roads (the road slopes from the intersection down to the flowline) 18f. BCR, MCR, and ECR elevations at intersections without stop sign control are set so that the superelevation between the intersection and the curbline does not exceed: (ref. AASHTO) 10% (flat terrain) 8% (rolling terrain) 6% (mountainous terrain) 19. CUL -DE -SACS Nma 04X'al--SW P" `e1 19a. The cul -de -sac grades (top of curb) meet county cul -de -sac standards (1% min.) 19b. The cul -de -sac curb is shown in profile 20. INTERSECTIONS 20a. Do the intersections meet the 2% grade requirements? ✓ 20b. Wheelchair ramps are provided at intersections with sidewalks 9 ROAD PLANS (cont'd) ckliatv3.0 /AUg93 23. DRIVEWAYS -I 23a. Can a driveway slope of 8% or less be maintained between the edge of pavement and the right -of- way? I 23b. Can a driveway slope of 12% or less be maintained between the right -of -way and the building setback line? • 10 4' DRAINAGE PLANS J 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 ckli0tv3.0 /Aug93 Retained on site, no drywell: contain 100 -yr developed emergency overflow for 100 -yr developed 208 SWALES 208 swale floor area, volume requirements 208 swale floor area provided 208 swale volume provided 11 DRAINAGE PLANS (cont'd) — s cklistv3.0 /Aug93 UNDERGROUND GRAVEL GALLERIES 1. .3 void ratio for gravel free space volume is used 2. Perc rate from field test is used to develop outflow rate 3. 10 -yr event volume is contained entirely underground 4. 100 -yr event volume is contained by a combination of underground storage and above ground storage up to 8" depth ✓ 5. 100 -yr event volume is contained by a combination of underground storage and above ground storage exceeding 8" depth ✓ 5a. Soil mixture is specified for water depth in pond exceeding 8" ✓ 6. Entire gallery is wrapped in filter fabric CONVEYANCE Conveyance - ✓ pipes ✓ ditches gutter flow depth is less than gutter height Backwater - pipes, ditches 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 10. The drainage design maintains existing sheet flow patterns without concentrating flows 12 DRAINAGE 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? 13. Is the max. street ponding in any part of a Zone ✓ 15. The drainage concept is compatible with planning 1. The inlets shown are within the stream flow. _✓ 2. Inlets are shown on the low side of a road or at the low point of a vertical curve 3. Curb type inlets are shown at sags and are properly sized. Perimeter does not include the side of the grate against the curb face (all grate types). Perimeter is divided by 2 for calculations where no curb opening (Type 1) is provided. Area = clear area - 2 for Type 1 grates) ✓ 4. There are no long curves with flat grades which pose a problem. 5. The centerline road stations, offsets, and invert elevations for all inlets are shown on: plans 7 r� profile. ,Z_ 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 cklietv3.0 /Aug9 "B" less than 1'? L 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? commission requirements. 16. The difference between present and future flows is retained on the site. INLETS 13 DRAINAGE PLANS (cont'd) 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. cklistv3.0 /Aug93 ✓ 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: located within 8 feet of the curb line, or a maintenance access route and easement are provided 6. Drywell stationing is staggered from the inlet by at least 4' 7. Multiple drywells are located more than 30' (center- center) apart 14 DRAINAGE PLANS (cont'd) — 12. Drywell grate elevation is: below the invert at the curb inlet between 6" and 8" above the swale floor elevation )1 ✓ 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 least 8" below the normal gutter flowline at the curb inlet for swale with a drywell 15. Swale floor _ dimensions are shown minimum area is shown ✓ the area matches the required area from the 208 calculation for impervious areas. ckliotv3.0 /A"g93 8. Soil type is appropriate for drywells (perc rate a 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) 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) ,/ 18. The invert at the curb inlet is at or above the 1 ckliotv3.0 /Aug93 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. _2_ 20. Irrigation plan for County- maintained 208 swales Lot plans submitted on 208 LOT PLANS q 1 . Lot plans are required; submitted on 3-e 2. The 208 lot plans show: the lot number, block number, subdivision name, date drawn, scale, and north arrow. dimensions to lot corners drainage easements setback requirements swale floor elevation swale floor dimensions rim elevation if drywells are present curb cut station, offset, invert and length any drainage ditches shows depth from the top of the curb an attached cross section of the swale or ditch 3 Lot plans have been stamped by a professional engineer on all pages 4. Lot plans are of sufficient scale to maximize the lot size to the 8 1/2" x 11" paper size. (Drawings may be on plain white paper) 5. 208 lot plans were approved on CULVERTS AND PIPE SYSTEMS `/ 1. The road culverts are at the low points of stream flow. ✓ 2. The headwater was calculated for culvert entrances and is under 2 diameters for culverts under 18" in diameter and 1.5 diameters for culverts greater than 18 ". 3. There is a minimum of 12" of cover for all culverts and storm sewer pipes 16 DRAINAGE PLANS (cont'd) ✓ 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' (} PE /ADS) or the engineer has provided trench details for upgraded pipe bedding for these areas 9. At locations where two different pipe sizes enter the same manhole the 0.8 diameter points of each pipe are at the same elevation. (Note: Exception allowed for drop manholes) 10. Is there any downsizing of pipes in a systems of pipes that are 18" in diameter and smaller. ✓ 11. There is a downsizing of pipes in the amount of 3" for a minimum of 100 feet in a pipe system that contains pipes that over 18" in diameter. ✓ 12. All pipes in the pipe system are 12" and larger as per Spokane County Standards; (10" pipe that is allowed for connection of inlets to catch basins or drywells, if the length does not exceed 44 LF and the velocity is at least 4 fps). ✓ 13. All storm sewer pipes are located a minimum of 5 feet from a rear or side property line and have adequate easements for maintenance. _ ✓ 14. Inlets on the same slope are located so that the maximum width of spread for the gutter flow does not exceed 6' (from curb face for Type "A" or "B ", from back of curb for Type "R ") cklistv3.0 /Aug93 • 5. The minimum velocity within the pipe system is 4 feet per second at design flow in a backwater condition. (Note: The County Engineer may permit lower velocities) 6. The backwater calculations show a minimum freeboard of 0.75 feet for each catch basin or manhole. • 7. The minimum culvert and pipe slope is 0.5% and all pipes meet or exceed this standard. 8. All angle points in the stone sewer system have suitable access such as a manhole for cleaning. ✓ 15. The plans and profiles show all culvert pipe types, stations, offsets, lengths, and inverts 17 DRAINAGE PLANS (cont'd) / 20. Is there a need for rip rap around the culvert outlet at any of the culverts as proposed on the drainage plans. 21. The rip rap that is shown for the drainage plans is adequate for the culverts where erosion is a concern and the engineer has submitted acceptable rip rap design calculations. 22. Pipe anchors are shown for pipe grades greater than 15%. against a fill with no culvert shown. i 24. Profiles and cross sections are shown on the plans for all proposed channels and ditches. 25. Ditches with eroding velocities have a proper' lining for erosion protection. ./ 26. Water will properly flow from an existing or proposed ditch on to the pavement as proposed on the drainage plans. J 27. Where the ditch profile passes from cut to fill the flow has been properly disposed of. ckliotv3.0 /Aug93 ✓ 16. Pipe materials meet county standards for systems that lie within county ROW. (Note: The type of pipe in private systems may be as specified by the design engineer) 17. The culverts shown are properly stationed from centerline stationing. ./ 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? i 23. There are no instances where water is trapped 18 EASEMENTS f ✓ 1. Adequate drainage easements are shown for maintenance of drainage ditches or pipe systems. 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. J ckliotv3.0 /Aug93 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. 6. 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 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) (date) (init.) 7. Stamped lot plans to Admin. Asst. (Sandy) 19 Wyatt Jaykim engineers TO S . aTT .6r.dL- 6 £CJR/2.• C.O.r T• Ea." 6-, 25 GENTLEMEN: WE ARE SENDING YOU ❑ ATTACHED ❑ UNDER SEPARATE COVER VIA ❑ SHOP DRAWINGS ❑ PRINTS PLANS ❑ SAMPLES ❑ COPY OF LETTER ❑ CHANGE ORDER ❑ 'COPIES DATE OR NO. 1d *1 -NO EXCEPTIONS NOTED * 2- REVISE 6 RESUBMIT *3- REJECTED DATF /tJ -- ! — 93 PROJECT NAM • /L PROJECT NUMBER ' 9053 DESCRIPTION THESE ARE TRANSMITTED AS CHECKED: ❑ FOR YOUR USE ❑ RETURNED FOR CORRECTIONS ❑ AS REQUESTED ❑ RESUBMIT COPIES FOR APPROVAL ❑ FOR REVIEW a COMMENT ❑ ❑ FOR BIDS DUF 19— (l REMARKS: IF ENCLOSURES ARE NOT AS NOTED, KINDLY NOTIFY US AT ONCE COPIES T0.,44/ti Li�.4 c F..� v/9 so ^7 /.� fsr ,4/.19i¢.LO ■ e .s e-r 0>< rS seiiea L • r ..445tsc Co ..t S 7ie-a' « CI "e I -AXIS z 4o .on rat' 4 t _ C C - D Y ..G ._.0e-.0 tz,o.e • . V S a •n /Tim EO �rb .L rrl .0AL--.9■ n! C..4 t-_ a- 5 of U. EiS:caCit 1 r . S1 THE FOLLOWING ITEMS: ❑ SPECIFICATIONS * 1 * 2 * 3 ❑ SUBMIT_COPIES FOR DISTRIBUTION ❑ RETURN_CORRECTED PRINTS n SIGNED:;•"" / lc/ Si.l-"* W. 1801 BROADWAY, SUITE 110 SPOKANE, WA 99201 TELEPHONE (509) 328 -5139 ( ENGINEERS • SURVEYORS • PLANNERS • CONSTRUCTION MANAGERS ) Pnn<«eft 15 March 1994 Spokane County Engineers ATTN: Mr. Bill Hemmings W. 1026 Broadway Ave. Spokane, WA 99260 RE: Harris Court Phase II - County Project # 1683 -92 Dear Mr. Hemmings Please accept for approval our third re- submit of construction plans known as "Harris Subdivision Phase II ". This is an eight lot subdivision located just northwest of the Rich Ave / McDonald Road intersection. Again. I have included the original red -lines with this submit. Again. I have made all of the requested changes and I hope that the plans are sufficient to gain county approval. Our client on this project is Mr. Michael Harris. NIr. Harris address is 12918 E 22nd Spokane, WA 99216. Phone (509) 891 -6777. Any review fees required to complete the approval process of this project will be paid by Mr Harris. Costs required to construct this project will be handled by Mr. Harris. If you have any questions regarding the above stated project, please contact me or Jeff Logan at (509) 328 -5139. Sincerely, «MATT- JAYKIM ENGINEERS Sean Hoisingtori, EIT ; 4053rd.m15 0 ❑ ❑ 101 Thaln Road 150 Nickerson St. W. 1801 Broadway Lewiston, Idaho 83501 Suite 102 Suite 110 (208) 746-2661 Seattle, WA 98109 Spokane, WA 99201 Fax: (208) 746 -6825 (206) 283-9937 (509) 328-5139 Fax: (206) 283-9950 ENGINEERS • SURVEYORS • PLANNERS RECEIVED ' MAR 1 7 1994 SPOKANE COUNTY ENGINEER CONSTRUCTION MANAGERS FAX TRANSMITTAL FORM To: Wy,47'r �AYKXM //rnv r S 4;4 AI CTn ZS ANhh rnu FAX J 32 - 042 3 TEL S211- 5 / 3 , FROM: Tiff A r.vae0 3UDING °_R & ASSOCIA -_S ?AX -i (509) 535 -9589 TEL # (509) 535 -8841 NUMBER OF PAGES INCLUDING MIS COVER ?AGE -3 COMMENTS: Please call if any ?ages are illegible or Thank you! (509)535 :.1y 111511 A 4. ;FAQ 9820 E Broadway Spokane, WuftnglonSG202 budinger & associates geotechnical & material engineers DATE 3 -IL ` CLA i 24c is ? , 2,oP-1' v 77 9 if you have questions. RECEWED MAR 1 7 1994 SPOKANE COUNTY ENGINEER % gil t s F.C. Buninger PE Stephen 0. Bulcnett EIT Innn c'.: innecan EIT %A • F215 cou RT fl -n,POle !/ U �`1 , l t- 20 n o to r : tri 14 I i 12 t F 4 W 2 0 RESISTAr -1C - VALUE TEST AA'HT0 T-19O SAMPLE `2 E XUDATIOPI PREs.URQ CP&L) 800 100 4700 900 400 3OO 200 100 00 1 i ! I j I l 190 0 v z co 6 10 12 18 20 22 24 2(0 cove:2 ThiCKNse. >>cPAN P2 564.41:4E n PEc MEN E 7CUPA^'IOti orRES�U1 (p .p.) E>CPAN2 01A t_ (.cool ") EKpAN31OH I' R>=55u RE (p°a RESIS'1'ANGE dA SUE 7" ") 'y. M0127 DRY 2EhO'.Y AC raeTCPcf) 300 psi -- _ EXUDATION' F'F[ ahLt.1 R» T ION 'Y � z PA Nic? 4.o '4 3 13�i 235 11 c Sr 2C - 27 e 1 17 3U 4c ;.5rdl to.57 12.4 i 130_ G 27 budintger & associates peoledricvl & rnOlencl erxirneern r1VVT ��1 : 1.2ESu6 —T 1 yo 20 10 0 BOTTOM EL 101.74 5.88' CURB INLET CR STA 2 +47.05 TOC EL 102.74 CUT EL 102.07 13 N O ARROWS INDICATE OF STORMWATER 1% CURB GRADE + A' 4 26' 32.97 - "27.23 N 7 LOT 3 HARRIS PHASE II GRAPHIC SCALE ( 4 FZZr i sh - sa tL R 28.00' L 24.53' LOT 3 DIRECTION FLOW ON 142.46' CR STA 2 +58.90 TOC EL 103.00 28.80' LT STA 2 +93.4 TOC EL 10 ,.39 45 -LT UTILITY EASEMENT D' 683 e a =AI 4.1 ENGIALSERS a SURVEYORS m w. O P� w-�' 3 INSTALL GRASS TURF OR SOD tlVNI¢ EA¢]IX! As P[Om tN PONS J TYPICAL SECTION llP Cl an 6LVAT.OI FLAT POND MTIOI OIVATOI K SHOW OM AM6 TYPICAL . 208' POND WTHOUT DRAINAGE STRUCTURE SECTIONAL VIEW D ' 68i lue COW wuN,W wrly x 6PIATg1 I unnf]IIII1111hhhhnnmiii ASPHALT PAME)C E74,6IAtER5 a 5URVEY0P5 i. IWI iiOWR Y fi ra (•QYR y Pif t I�R OOq .. IN P9 f14W i BOTTOM EL 101.74 6.52' N O LOT 8 HARRIS PHASE II GRAPHIC SCALE w CURB INLET CR STA 2 +47.05 TOC EL 102.74 CUT EL 102.07 (01 P%C[ ) 1 x - 90 fl R30' CR STA 2 +58.90 TOC EL 103.00 28.80' RT 33.6 R 28.00' `•66' L 24.73' STA- +93 48 TOC 45' RT LOT 6 146.78' 7-10' UTILITY EASEMENT D' 683 ENGINEERS a 51.48 ✓EYGR5 E 1010 o se1onr 110 m ma m 009 SWINK 11 3 INSTALL GRASS TURF OR SOD TYPICAL SECTION V OF COW 61VAR11 FLAT P00 PrO1 OLVAl01 C• w TYPICAL '208' POND WITHOUT DRAINAGE STRUCTURE SECTIONAL VIEW 68`5 EA'&/ALETS a 514P IVEYO 5 TOyn ird"u in 'ea WSW lia W N N 0 8.5' WIDE '208' BASIN BEGINNING AT SE CORNER LOT 1 EXTENDING TO STA 0 ±80.52_MORROW COURT STA 0 +50, 25' LT CR STA 0 +38 INSTALL TYPE "A" EE TOC L 100.73 DRYWELL WLTYPE ?' 7.18' EL 99.45 .4/2 a _ STA TOC EL 100.65 \- STA 0 +80.89 INSTALL CURB INLET. CUT EL 99.58 MORROW COURT 68`5 LOT 1 HARRIS PHASE 11 98.32' GRAPHIC SCALE LOT 1 ( DI? T) I Inch - 30 ft N r 0 5 FOOT DRAINAGE EASEMENT ,„Irn 98.32' 10' UTILITY EASEMENT ,1 '208' BOTTOM EL 98.95 pia -a � - e a as 3y� ENG /AEERS a SURVEYORS 1. rr mwAr to >n a0 0 u rs a� 3 MAMA LAW AS SEWED OH LINO TYPICAL. SECTION ,CP Cf CURS ES,A1 I W4 DIVAlfl \ FLAT PCOO SOTIOd DIVAXDI AS SHOM OM PLANS. S 1 www TYPICAL '208' POND WITH DRAINAGE STRUCTURE SECTIONAL VIEW / ■ YHfN1 CRAW m OR TUE SOTO NW CNg1 IMPEL AIIN DR G•rmo WRe a.wmm D' 683 CURS DROP &DVAM N A IIALT PAVI C r za 11.4.4 ENGINEERS 0 SURVEYORS V. ICI BWWT RN M. MO XL =Its f m CCI pO Mfi Wyl fRFR✓•1 STA 23.35, 23.74 RT TOC EL 101.57 LOT 8 HARRIS PHASE II GRAPHIC SCALE '0 a (a rice ) 1 Ieeh ∎ 80 R CR STA 1+64.11 TOC EL 102.40 0 a6 TYPE "B" DRYWELL N CO '208' W /TYPE s i F &G 13. n' RIM EL 99.45 5 FOOT DRAINAGE 16 `nom EASEMENT LOT 8 98.32' MORROW COURT STA 0 +80.89 CR STA 0 +38 INSTALL CURB INLET. /TOC EL 100.73 CUT EL 99.58 4i.6' of l 5 FOOT DRAINAGE 4b.L � S I LL ' - 98.32' �.—EASEM 1- J _ UTILITY 79 �, EASEMENT R 18.0' L 26.5' \ `8.5' WIDE '208' BASIN EXTENDED FROM PHASE _L CONSTRUCTION TO STA 0 +80.52 MC RROW COURT BOTTOM EL 98.95 683 0 ENGINEERS m SURVEYORS y. ,N—' /1w 1% 41m mL u mm1 1� m rw If ptq ,a-a 1 Cu NNW( usnazwr K 45 u PU+C TYPICAL SECTION TOP v va ORA '.AT POC 9]11 LOATd 4 SHCOM OR RMS. 1 r ctv�aw Fs lb � J' V yi CO NW 6 rTROW LME TYPICAL '208' :PC iD WITH DRAINAGE STR'_: URE SECTIONAL VIEW IGR WRAP nnei rm¢ 'I aua w.nac wm rr CO A a APR/000 68.5 1St urvR uc ntvAaoi IIj IIIIlLIIIIIllI 1 A4Xtit F,'4]OP ENGINEERS • SIR✓EYORS ♦. un suer ru WI MO n loplL u ,s� ""="4:=1 RICH AVENUE GRADING SHEET STATION C/L ELEV EP ELEV DISTANCE EXISTING SAW CUT SLOPE TO PROPOSED FLOW LINE X -SLOPE STREET C/L TO EP X -SLOPE 15' EP ELEV CENTERLINE? TOP OF CURB ELEV I CUT TO FL GRADE . 0 99.30 MATCH MATCH MATCH MATCH NA 99.65 MATCH I MATCH 0.38% ' 50 100.10 99.40 16.00 -4.4% 99.44 NO 99.84 99.34 I 3.5% 1.92% 100 100.40 100.40 1600 0.0% 100.40 LEVEL 100.8 1003 1 3.3% 2.18% 150 101.40 101.50 16.00 0.6% 101.49 YES 101.89 101.39 1 3.5% 3.58% 200 103.00 103.30 16.00 1.9% 103 28 YES 103.68 103.18 1 3 4% 5.44% 250 106.00 106.20 1600 1.3% 106 19 YES 106.48 105.98 1 6.9% MATCH PHASE 1 CURBING AT STATION 2 +53.14 OFFICE OF THE COUNTY ENGINEER • SPOKANE COUNTY, WASHINGTON TO: Jeff Forrey, Department of Buildings FROM: Bill Hemmings DATE: March 18, 1994 SUBJECT: B.C.C. resolution # 91 -0882 Implementation Attached are the individual lot plans for each lot containing a swale in HARRIS SUB PHASE II, plat# P 1683A. Please give the appropriate lot plan to the individual applying for a building permit on the lot, so they can draw their house and approach to scale on the lot. We will need this plan, and the corresponding $1000.00 cash surety, in the form of cash, letter of credit, or savings assignment, before we can issue the approach permit. Also attached are the letter of credit and savings assignment forms. If you desire, we can meet to further discuss this new process. k\j\t\assign.208 In consideration of the issuance of a building permit for Lot , Block HARRIS SUB PHASE II (plat) plat # P 1683A (Developer) has deposited $1,000.00 with Spokane County as security for full and faithful performance by Developer respecting certain drainage facilities and sod in accordance with the drawings and specifications as submitted to and approved by the Spokane County Engineers Office on (date) 199 . Developer hereby agrees that should such drainage facilities and sod not be constructed in accordance with the approved drawings within six months of occupancy, Spokane County may then use the security to bring these facilities and sod into conformance therewith. Developer shall be responsible for any costs incurred by the county in excess of the amount of security. Spokane County agrees to return to Developer any unused funds upon satisfactory completion of these facilities and sod. NAME & ADDRESS TO BE RETURNED TO: (Developer Signature) DATE k\jAassign.208 "AGREEMENT" " (USE BANK LETTERHEAD) " BENEFICIARY: SPOKANE COUNTY ENGINEERS 1026 W BROADWAY SPOKANE, WA 99260 -0170 k\j\ Fassign.208 "SAMPLE LETTER OF CREDIT" IRREVOCABLE LE1 "1ER OF CREDIT AMOUNT: $ 1,000.00 NO. SUBJECT: LOT BLOCK HARRIS SUB PHASE 11 (Plat) PLAT # P 1683A . (Development) Gentlemen: We hereby authorize our irrevocable Letter of Credit in your favor, and authorize you to draw on the a draft up to one thousand (Dollars) ($1,000.00), for the account of (developer). The draft, drawn under this Letter of Credit, covers the assurance of completion of installation of storm drainage, drainage swales, sod and other work as is incidental and related thereto in accordance with the drawings and specifications as submitted to and approved by the Spokane County Engineer's Office on (date), and is to be accompanied by the following documents: written request by Spokane County Engineer's Office to (bank), at the above address indicating non - completion of all or any of the above improvements and that amount of money required to complete such improvements. We hereby agree with the drawer, endorser and bona fide holder of this draft, negotiated under and in compliance with the terms of this credit, that said draft shall be duly honored upon presentation at the (bank), at any time before completion of the above - described improvements or performance, in which event written notice shall be given by Spokane County to the bank. shall be responsible for any cost incurred by the county in excess of the amount of security. Drafts, drawn under this Letter of Credit, shall bear on their face the words Drawn under (bank) (bank address) Credit No. Dated Bank Name: (BANK NAME ADDRESS ZIP CODE PHONE # AND OTHER INFORMATION) By: (bank), (developer) (authorized signor) For security purposes only, (developer) hereby assigns to SPOKANE COUNTY, a political subdivision of the State of Washington, the following: This assignment is made as security for the full and faithful performance by (developer) of certain drainage facilities and sod for LOT BLOCK . HARRIS SUB PHASE II (Plat) Plat # P 1683A in accordance with the drawings: and specifications as submitted to and approved by the Spokane County Engineers office on (date) , 199 Any interest benefits accruing under said savings certificate shall remain the property of (developer) Said savings certificate to be released to (developer) any other party only with the prior written consent and agreement of Spokane County. PROVIDED, FURTHER, the undersigned does hereby authorize (bank) to pay over to Spokane County all or a sufficient portion of the monies in the savings certificate referenced hereinabove upon written documentation being received from the Spokane County Engineer indicating that the purposes for which the savings certificate was assigned have not been fully and faithfully performed as required and a statement of that amount of money which the County Engineer as required and a statement of that amount of money which the County Engineer deems necessary to complete such obligation. Upon receipt of such written documentation, (developer) hereby authorizes (bank) to release to Spokane County that amount of money requested up to the maximum amount in the savings certificate. (developer) shall be responsible for any costs incurred by the county excess of the amount of security. DATED this day of President Secretary Savings Certificate Number in the face amount of and held in and by Bank of STATE OF WASHINGTON ) :ss County of Spokane ) Notary Public in and for the State k \j\1\assign.208 $1,000.00 ASSIGNMENT , 199_ BANK OF DATED this day of , 199 DEVELOPER Branch (bank address) On this day personally appeared before me to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that signed the same as free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN UNDER MY HAND AND OFFICIAL SEAL this day of . 199_ of Washington, residing at Spokane uJ STA 0 +50, 25' LT U CR STA 0 +38 INSTALL TYPE "A" E = TOC L 100.73 DRYWELL WLTYPE" F &G 7.18' AIM EL 99.45 J 7 .�In 9$,32 10' UTILITY EASEMENT a = '208' BOTTOM EL 98.95 D 2 STA 0 +24.34, 23.98 RT 4 TOC EL 100.65 STA 0 +80.89 INSTALL CURB INLET. CUT EL 99.58 N h 0 8.5' WIDE '208' BASIN BEGINNING AT SE CORNER LOT 1 EXTENDING TO STA 0 ±80.52 MORRON COURT MORROW COURT LOT 1 EXPIRES 06122/ 5 FOOT DRAINAGE EASEMENT ■ • • -• • • , • TYP ICAL - . SECITON • : %PO ECT=0 =ea 7104 a/ SCIN 0i .A.G. ThRICAL '208' POND WITH DRAINAGE STRLOTURE SECTIONAL VIEW DT 65 r WIL DIFTVELL VAC MC GIVAII EXPIRES 06/22/ gr F . • . • ilidalbaiatiak ENG/M5Z1/4"5 • • .51.RVEYCK.5 la WW1 t 1 7=4.= • • SCALE 1" =30 DRA1OGE EASEME INDICATE DIRECTION OF STORMWAT=R FLOW ON 1% CURB GRADE BOTTOM ,4.2 o' EL 101.74 \ 1 $ 32.7 _ N :740-N27.23 5.88' CURB INLET CR STA 2 +47.05 TOC EL 102.74 CUT EL 102.07 N r O CR STA 2 +58.90 TOC EL 103.00 28.80' LT R 28.00' 24.53' LOT 3 142.46' I EXPIRES 06/22) STA 2 +93.4 TOC EL 10 .39 45' 1 UTILITY EASEMENT EN6/nEERS : e SLR VEYO 5 Yw! 3 INSTALL GRASS TURF OR SOD MII:AZ CA 1/ K SPECIFIED 04 0y5 - 7 0' CAW L'VA'0 MT P00 L CLVAT]I AS 910001 TYPICAL '208' POND WIh10U- DRAINAGE STRUCTURE SECTIONAL VIEW - S T EXPIRES 06/22/ 9 1 6.52' LOT s tL1RRI8 PHASE II CURB INLET CR STA 2 +47.05 TOC EL 102.74 CUT EL 102.07 R30' CR STA 2 +58.90 TOC EL 103.00 28.80' RT BOTTOM EL 101.74 R 28.00 j' 66' L 4J3' STA +93.48 /I T0C rL-1'0339 _ _ 45' RT DRARU -ASaeC t• 3 LOT 6 146.78' 685 EXPIRES 06/22AS' 710' UTILITY EASEMENT EvoincER577. e'_;, SLRVE OR5 :. c not � ioni /1u : wear= 3 INSTALL GRASS TURF OR SOD 1 tales. t uslort AS WC w ..Va O. Cr WA f1LVAl011 J RAT POO MPO1 CLVATW AS vmwi SWEET ROE ISE r TYPICAL '208' POND WTHOUT DRAINAGE STRUCTURE SECTIONAL VIEW r EXPIRES 06/221 r 5 TYPE s114ET N'I01IL WTIU JE 6EVAMM I I I I II•i [Ill iii∎Hi ASPHALT PAWOEI T . • ENGIAtPRS • e : 5(Ae✓EYG1?5 des 1v _ - Te w . =m - _ o zit 1+ SCALE 1 " =30' STA 0 +80.89 TOC EL 101.57 CR STA 0 +38 INSTALL CURB INLET. DC EL 100.73 CUT EL 99.58 STA 23.35, 23.74 RTC 41.6' n 5 FOOT DRAINAGE 4b.i1 oJ 98.32' — EASEMENT � —�i EASEMENT �J - -- 7000 EASEMENT CR STA 1 +64.1 1 R 18.0' TOC EL 102.40 !n IE1 L 26.5' 8.5' WIDE '208' BAE'IN EXTENDED t FROM PHASE .LCOts;STRUCTION 'co — TO STA 0 +80.52 MC RROW COURT Nit-- '208' BOTTOM EL 98.95 5 FOOT DRAINAGE EASEMENT TYPE "B" DRYWELL W /TYPE F &G RIM EL 99.45 116. 7 LJ T U N � N r O LOT $ 81... HARRIS PHASE II MORROW COURT LOT 8 98.32' j 'EXPIRES 06/22/4gg 0 5/061AlEiSC5 a NAM - YOBS a Ism rdDOT 71/4:111 - W 1 a - RARIALC L* df AS W d RA . mar cue rlvArd \ F-ki POO BOTTOM C.EVA'XIM AS 9101111 al PLMS. TYPICAL '208' POND WITH DRAINAGE STRUCTURE SECTIONAL VIEW D 5:x .. LIE CRUX ¢EVA TOO i r r I EXPIRES 06/22/45 R02 wm u - nwe OR nPRO.m ScacaE CpMfY [TYPE 01 NET CUB DROP arrieR uc 6EVAlY I(Tlllllllll ANNAJ PAgf%r 4.17 4 C.L..525, 5.2 ■ 7.0 H I \ R\ 41,/ R R S • I L\ 41 ° 33 T 135.9 L 259.7/ W 3 a o°os' Rt. 9 10 N89 ° 18E HER R 100 A ,_, ( )t/, - r - CI' J. 3 H F-' C C. c_.�.1r", rDATE 6 - /5 - '72 NOTE: Sec PH. No. 4Z - 'O • 1 - EMP0IZ/"4t2-Y WELLF5LEY - - - -- -/ o°8'- - - - - -- 25', b.ti'aq p L - 7%, 1 K./ , , _. — — — I I I - 1 B y' iO 5 ; 4. 4 1 2 • L`� .. . . = I I ° ° . -• 1 GP it 1 ' •Y V N ••• 8 j 3 . I I a 5 .: aC— .'.cM13 2 -a- •., 4 t s. '• z — f .. Q 1 1 ,- 3.A 4 „ I ; o 4 �. I ez. :' W _ `ii ' t, o '1� 1 g •I.: A,/ i ' 6 6n S J ale 2. ... W1 e ' \ 1 ;o, 5 • � 1 � - :� , Cl; 44 ' 45 46 2 ti W b J E ll II' - ) :•it'` a 22 3 • : i 3 50 4 I C H 5 AVE.. s.e. a °�. :zs v ' �8 ICH AVE. W Il 2 4 1 L 1 - Euclid Ave. tv o 2179 - 40' L RQCF'cWE L , i / 21 2 { r /6 Ct 4 /S 1 ? 0 2J 10 3 1 7. /t ) /4 Z /; /3 <0 ) E ✓ / /3 0 tell U 0 7 VWA LJ..TGN (1/41 e 1 /0 T. 25N., R .44 c°a %rm v, 8 /0 /4 0' Z • A2 1 30' \ 23 ' R/w L 9Y 10 0 d to 0 0 _25' >~-20 1 1 5• —4 . as' L0- $` '5 0 Q'I� O cr 25' SHADED AREA DE.f3 /GIVATES "\-/ACA;" /ON'" 59 60 5 -r 1 - 9 43 42 G•F. 1 -i• No . ; � ; k 6I • 1T1 SECT /ON REPRODUCED FROM LINEN TO MyLAR. 1 D E SCR / P T/O ti N89 ° 32 E AV`NUE o Cr w J OFFICIAL PLAT H.S BAKER- ENGINEER , SPOKANE COUNTY BY 47 48 \\t>, 2 e 0 6 o LL 15 ' Y 0 01 J hl s 1858- 55 1 G.Roy // N.85 Princlp of /�s� stc�nf 1 . 0•, I 3 , .a ••• ' :.� , N Faov vR.,NZ�:l¢78 -5 A �•' � - 14' Cl: a `'� E LON FEkL 0W 1 i G . - U • 64 No. 2 Q2 r iel-old 50 1 54 R OCp PvE No- 18 0 0 37 O Ili 4. 0 3 - 1 35 q 2.1 +63.9 A.1? 3 i2.A 0 Lt: 3 6' 3,0 ' 3a' 7 O ' 51 ' In 0 m °I z 1.' 9 PC. 337+74.0 '1:P. PT 35 82.0 A I18 °32'Ri- 57 ° 0O' R I O 0.'� 7 1 6°J'0 L 205.0 m 2 a D 0 TBM -NAIL SET IN NORTH SIDE OF POWER POLE. EL ASSUMED TO BE 100.00 NO. STA 0 +00 BEGIN 5' PATCH CORRESPONDS TO EXTENDED WEST LOT 1 P ACP EL 99.30 UNE 0 5' WIDE PATCH CURB INLET STA 0 +42.07 TOC EL 99.81 VERIFY CATCH BASIN LOCATIO J CR STA 0 +88.10 RIC TOC EL 100.57 MORROW BEGIN TAPER TO 7' PATCH -\� 0 STA 1 +26.72 RICH STA 0 +00 HARRIS ACP EL 100.97 ¢ 1 • AVE - 7 I TA 3.35 23.7410T OC 999999 EL 101.:i7 1 -50 EXISTING CURB STA 1 +64.11 7 / 7' TAPER p ATCH CR &'2.40 ' P 84.11 _ :. 1 i; ENb TAPEFR STA 0 +30 •-EIOST CATCH BASIN Pf4OTEC 98.70 N 0 -50 1 00 CO U . w CR STA 5 I EDGE OF EXISTING ACP PHASE I '208' BASIN do D�. WELL 1 1 ,.1 7' WIDE PATCH • STA 3+15 . BEGIN TAPER TO . 8' PATCH • TOC LEFT flfl CENTEF LINE TOC RI3HT 1D0 DATE 81A 3 +57.49 END WATCH AT - - 11! - " , " 2 - 8' WIDTH BY 18€ t 1 i O 0 +00 1 APPR. ( 1 - _.. ■ - TAPER TO 18' WIDTH BETWEEN 0 +00 AND 0+30 MATCH EXISTING TOC -TOC EL 99.65 98.32' 0 1 INS - ALL STREET SIGN • S AND STOP SIGN 8.5' WIDE '208' BASIN BEGINNING AT SE CORNER LOT 1 EXTENDING TO1_0 '80.52,.k{ARRIS COURT STA 0 +50, 25' kT 0+3 INSTALL TYP 100_73 DRYWE ., - RI U L 99_ 208' BOTTOM EL 98.95 A 0 +24.34 23.98 RT TOC EL 100h5MOF R TOC EL 0+38 3\ • I in ,rj F lT QRAINA(:F d 4 ,d 8 ad PUT U.4402.97 I • 41 .K' R 8.0 1' L 28.5' r'208' LOT 8 I w STA 2 +50 TO 3+00 CONTRACTOR SHALL INST41U.. 1 ASPHALT AT A THICKNESS `(HAT WILL. PROVIDE I FOOT RAINAGE BETWEEN A 2% AND A 4.5% ( 1 FROM SHE CUTLOIE 10 THE ) 5 1 `tom I 1 1 1 1 \-STA 2+53.14 1 TOC P. L 106 MATCH PLANS 1 SEE PROFILE FOR 1 ADDMONAL ELEVATIONS �.- - LOT 1 STA 3 +57.49 END OF PHASE 1 CURBING 100 ug - \ 98.32' 0 cc LL��TT w TOC10274 w T COU,RT'6 o SST D +80.89 INLET a ' g CLEL 99.58 . 98.32' OM_ 1 CON O STA 0 +80.52 HARRIS COURT EL 11.74 -' 47.32' BOTTOM EL 98.95 98.32' 7' V 75' VC i g d EE 75' VC GRAPHIC SCALE Gd 00. +8 1+00 REVISIONS n 0 r 98.32' LOT 2 5 FE SETBACK. LINE BOTTOM 1 EL 101.74 SHADING REPRESENTS P POSED ASPHALT a 10' INTERIOR BLDG/ SETBACK TYPICAL DRAINAGE LOT 7 EASEMENT 98.32' ( IN FEET) 1 inch = 50 ft. '-EXISTING GROUND PROFILE MORROW COURT PROPOSED FINISH GRADE • PROPOSED FINISH GRADE N- EXISTING GROUND PROFILE PROPOSED FINISH GRADE '-EXISTING GROUND PROFILE o gC 02.4 5 CUT CUT EL n8,07 STA 2 +58.90 C TOC EL 103.00 28.80' RT 6.52'- 2+00 N 0 o 03 b LOT 3 DRAINAGE EASEMENT TE DIRECTION FLOW ON E - 45 -L 2+50 SEAN 1 DESIGNED BY SEAN DRAWN BY CHECKED BY \8 ST/N2 +93.48 TOC EC 403.39 . 45' RT �.. wag. Maw. r- 142.46' LOT 8 146.78' STA 2 +93. TOC T 1 .39 STA 3+15.98 �iQC EL 103.63 3897' LT STA 3.38.48 /roc EL 103.87 •A 4 SAC A 2+ 48 P 103.82 STA 3 15.98 LOT 5 TOC ,EL 103.83 38 7' RT O M d M ' t 1 0 h C> 3400 3/15/94 DATE 3/15/94 DATE DATE LOT 4 w 2 10' WIDE \ UTILITY EASEMENT N 10 UTILITY EASEMENT 10' UTILITY EASEMENT 55.38'1 48.73' /8.84' m N DEVELOPERS AP ROYAL e 9I T[TRE DEVIIAPERS DATE OF APPROVAL z 105 100 WEI.T.RSLY AVENUE HEROY AVENUE 2 RICH AVENUE 1 8 LOCATION MAP NOTE: SEE SPOKANE COUNTY STANDARD DETAIL SHEET B -8 FOR CURB INLET DETAIL. L =5' IN ALL CASES 7 R (W SPOKANE COUNTY TYPE "A" CURB. D J' mom. . V S =0.0'1 • 0 z 0 A v PROJECT LOCATION -+- 7' 2% M � 41.4.1 tramia 11.18..7 5_0.00 A E INHE'RS W. 1801 BROADWAY, #110 SPOKANE, WA 99201 (509) 328 -5139 5= 0.0050 tb U r ALL STATIONS BASED ON CENTERUNE + CUL -DE -SAC PROFILE R/W SPOKANE COUNTY TYPE "A" CURB. 50' RIGHT OF WAY 18' - . 18' 2% TYP. 2% Typ. nommonsimovenommr i ! u nu,uii uiIsraos i iin iin omiuunry rn" n!!!!! 2" CLASS "B" ASPHALT CONCRETE CONTAINING 5 3/4% TO 6 1/4% ASPHALT ON Io CRUSHED ROCK TOP COURSE IN ACCORDANCE WITH WSDOT SPECIFICATIONS. MORROW COURT STA 0 +00 TO 2 +53.14 O d. 1` h 1 cV N yr 5=0.010 _ m' c si '. d M 0 �.o ,4 Z 4F N ors �r✓ a 1 mar - -' M .sc es� �-- rs ge S(i.yR 1!/ /EYOZ t] S 101 THAIN RD. LEWISTON ID 83501 (208) 746 -2661 SECT 3, T 25N, R 44E 2% 18' 60' ROW ..-- 7/ EXPOSE 6" CURB FACE PROPOSED ASPHALT PATCH (TYP.) CLEAN CUT EXISTING ASPHALT PRIOR TO CONSTRUCTION EXISTING ASPHALLT SEE PLAN VIEW FOR WIDTH VARIATION BETWEEN 5' AND 8' MUM 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 7 R/W ANY�CONFLICTING UTILITIES SHALL BE RELOCATED PRIOR TO CONSTRUCTION OF ROADS OR DRAINAGE FACILITIES. NOT TO SCALE .} M - 5 ,- 120 ro 115 110 105 m U U z , E 88 =od 100 95 S- 0.0038 EXISTING ASPHALLT 50.0192 0 O d y..i..i.W VARIES jar go .L .L WWW t � 1 O O S 0 d Vg EXISTING ' 4ORTH EDGE OF ACP R/W 3 3 RICH AVENUE .2' MIN .2' MIN DRAINAGE EASEMENT AS SPECIFIED ON PLANS 0 S -'0.0358 8 ` ) c m N' O d S- 0.0490 HARRIS SUBDIVISION PH 11 ROADWAY & DRAINAGE COUNTY PROJECT #P FLAT POND BOTTOM ELEVATION AS SHOWN ON PLANS. TYPICAL '208' POND WITH DRAINAGE STRUCTURE DRAINAGE EASEMENT AS SPECIFIED ON PLANS 50' VC i d ROPOSE;D TOP TOP OF CURB PHASE 1 t1 w TOP OF CURB z'�0 LLI ■O TOP OF CURB ELEVATION „ GRATE ELEVATION SECTIONAL VIEW TOP OF CURB ELEVATION FLAT POND BOTTOM ELEVATION AS SHOWN ON PLANS. TYPICAL '208' POND WITHOUT DRAINAGE STRUCTURE SECTIONAL VIEW STREET ROW UNE 0 -00 0 -50 1 -00 1 -50 2 -00 2--50 3 -00 3 -50 4 -00 1 SEE SPOKANE ASS NOTED POKANE COUNTY 8 1. ON PLAN. STREET ROW UNE r .5' .3' 7' SPOKANE COUNTY TYPE #1 ',AEI 4 INSTALL GRASS SOD OR TURF NOTE: WRAP DRYWELL BARREL AND GRAVEL ENVELOPE WITH FILTER FABRIC. E (AMOCO #4545 OR APPROVED QUAL) 7' FILENAME: ROADPP SPOKANE COUNTY - TYPE #1 INLET 1 1 CURB DROP CURB DROP NOTE: WRAP DRYWELL BARREL AND GRAVEL ENVELOPE WITH FILTER FABRIC. (AMOCO #4545 OR APPROVED EQUAL) MORROW CT PLAN & PROFILE NORMAL GUTTER UNE ELEVATION 11111111111111( ASPHALT PAVEMENT NORMAL GUTTER UNE ELEVATION ASPHALT PAVEMENT PROJECT: 4053D SHT 1 1 RECEIVED JUN 0 9 1994 SPOKANE COUNTYENGINEER V - /- I 1 „I, III ∎ 140 120 100 NO. DATE 1 BY 1 APPR. GRAPHIC SCALE ALE ( IN FEET ) 1 inch = 20 ft. NOTE: ANY CONFLICTING UTILITIES SHALL BE RELOCATED PRIOR TO CONSTRUCTION OF ROADS OR DRAINAGE FACILITIES. REVISIONS SEAN DESIGNED BY SEAN DRAWN BY CHECKED BY III .otll ∎IIII ∎11I ∎, I EXISTING TYPE "A" CURB EXISTING END CURB CUT TO MATCH TOC EL 99.65 12/15/93 DATE 12/15/93 DATE 12/15/93 DATE II POWER POLE r0.. l�J a 8 EXISTING EDGE OF ASPHALT EXPIRES 06122/H. 10' 0+ 00 TAPER TO 18' WIDTH_ BETWEEN 0 +00 AND 0 +30 EXIST CATCH BASIN 0 RIM EL 98.95 0) 0) EXIST CATCH BASIN " /// RIM EL 98.70 CR STA 0 +88.10 PROTECT — — —� TELPED m LOT 1 END TAPER STA 0 +30 0) 0) FUTURE '208' 101.72' BASIN 0 +40 FUTURE UTILITY & DRAINAGE EASEMENT N co 0) 0) Co CR STA 0 +38.61 EXISTING CURB 11 II 1 111 ∎ III I I 11 TBM- NAIL SET IN NORTH SIDE OF POWER POLE. ELEVATION ASSUMED TO BE 100.00' 0) 0) Cr) 0 +80 HAIGINEEEG='S W. 1801 BROADWAY, #110 SPOKANE, WA 99201 (509) 328 -5139 N M GD 1111 1111 111111 ∎,1 1 111, ,1 11 11 ∎1 ∎ 1 II 18' Co O 0 a RICH STA 1+26.72Y HARRIS STA 0 +00 1+20 0 O 18' SLIG' V/ YO 'S II 1 h II III 1 II to 00 0) 10' \\ 1 17 ' L — CR STA 1+64.11 1 FUTURE CURB DROP SDMH RIM EL 101.10 CATCH BASIN RIM EL 100.90 0 DEVELOPER SIGNATURE APPROVAL DATE 4011 Air AN/ , � ; . - .ems. c. -. z. h5h. i - - - ii 101 THAIN RD. LEWISTON, ID 83501 (208) 746 -2661 1+60 ,1,1111111 11111,111 1111,111111111111YI∎∎ 111111 FUTURE '208' EXTENSION CR STA 0 +37.39 FUTURE CURB DROP '208' BASIN BOTTOM EL 99:42 iai. ?0 30' L ) 11.00' EXISTING EDGE OF' ASPHALT 0 FUTURE UTILITY & DRAINAGE EASEMENT 1 101.72' UNTY CLASS " DRYWELL W/ TYPE 3 FRAME & GRATE RIM EL -94.E2-- io Z .'Ya STA 1+80 LT. 29' EXIST NG EDGE OF ASPHALT N N M 0 2 +00 DRAINAGE I-•— 25' TAPER 1n 11111 1 ∎,11111111111.1111,11111 1111111 III 11 11 III1 1111 1 11111111 41111 in,l,l 11111111111111111 111111 Y11111111I II 111,111111 111 1 I11I 11111111111 1I1e11 111 IIII 11111111 1111111111111111111, 1111 111111 11111111,111 ∎11111111111111 VIII 11111111,1111 111∎1111,111 I, 111111111 11 111 1111 111111111111, ∎1 I, 111 I I VIII III 1 111 11111111111111 IIII 111 1, II111111 11111III111, 11 11 1 1 0' POWER POLE YY4'r14Y∎Y54'IMPFw44.p4 r 1,In. 1141 FUTURE__, G JMPLETION OF VERTICAL CURVE PHASE H CONSTRUCTION 0) L() O 2 +40 ADJUST PROPOSED CURB TO PROVIDE A 2% MIN X -SLOPE RICH AVENUE - I SEE SHEET 3 (DETAILS) FOR TYPICAL X- SECTION NOTE: 115.62' BEGIN CONSTRUCTION CR STA 3 +53.48 /STA 2 +53.14 TOO EL 117.44 TOC EL 106.66 END CURB THIS PHASE 1 .411 1 1 " ∎'Il!, 1U Nyl a u,1 1 +11.11111 N O (f) 50' VC • CO • V '+ Z :N W'< CO O 0) O 2 +80 ao 0 0 FUTURE 5' WIDE ACQUISITION AREA 5' DEDICATION FOR ROAD PURPOSES CALL BEFORE YOU DIG!! 456-8000 • • •• N I" PROPOSED Lc) +W LIMITS OF PHASE I CURB INSTALLATION 0) N) 3 +20 HARRIS SUBDIVISION ROADWAY Sc DRAINAGE 1 U) tri "4 re) d u) CO O w 0 U L.L. I U O HATCH DENOTES PROPOSED PAVING AREA POWER POLE TELPED t � m V F — W U 25' 0 0 0 25' FILENAME: RICHPP III 1 1111 1 III 1 II 1 I I I 111111111 111111,11111111 �!-( FIIRE HYDRANT RICH AVENUE 2 +53.14 TO 3 +53.48 140 120 100 PROJECT: 4053 SHT 2 OF 3 1 r TY Dr SPOT /\. _ COUNTY ASS TS►SOR /^Rgq l ; 5 2,..4(oAc. WELL• ES L OEY • hyp 7 12 6 LOT. 3/. Oy4... le \ et el 6'04\ ko k O 4-39.3.4.4c. 525 0 40 /•74 B 69 VbSv /L Yce/ /atvs/a /7E P / /ie CO.Esinfs 2/4659.7 ■ ° .n LOT339Z4,Ac. /533 :N.VE'VU[ -, O. AC 1 ,z STEVICK ` °-e ADDiT%ON cT d' U 5 4�5 '` ;4 n LUTE ,� 4G � 1' •-,. (O p • ` V - • ° 73 1 7 ®4 20 - 44 7111111.41111411 411011•111•11414 41•14111•••11 •=1•1■1111•11 lI / 2 / • 4 734- c[ / a ��C tl 1111 III IY 1 1 III, 1 I II11111111 III 1 111111 II 1 111111411111,I Yu11111111 II 111 1 111111 III 1111111011 11 11 1 111111111110 41111111i111 1111 11 lit 1 11111 1 1 111111 4 1 IIII IIII 11,1111,1,1 1 1 1 II 1,1 I 1 11 1111111 III 1 LOT /O /5 50/k. /® R /CH E99/9c. 70/9 IVII 11'1 O111t"17 '9 ^tt r. • ro•'o."711.1 0.92 /1c. D AV E. /y 0. 33 ‘�'. I t / , t ' 1 t \ \ : \ ■ t \ 0 1, N76 'E 66 NAB e 5 e LOT // 339 576 •'/y67 2 CONTOUR L /N.( L Zoo _ SEE PARC EL' S 1154G 4 F!0. DATE EVA 15T ADDITION 1 GOOK 13 OF PLA T5 PAGE 40 0 25 50 EY AFPR. 1 EVA IACC ITIO P OOK 12 OF PAGE 551 1 r .. 0' 3 I 0 1 3 0 C PLATS EVA 2ND ADDITION ROOK 13 OF PLATS PAGE 56 0 CH A E STEVICrK ADDITION 3OOK 1 OF PLATS PAOE 80 5URVEY OLEDL E 5 r<REC , 1 ARE :5A ±N f i Y A T-3f: I I N FT )O P'A5 f 5 ir' r FIN- - 1 -Tr . ... � ( OF At VENI.JE A.1 ' f PLAT FILED it 500K 12, 2 0 0 f Q. 1 1 ■ En co ca O - WEST L It' C:F EAST 39400 Fi OF GOVT L.'Y 76 . 20' r > " 120' IRRIGAT 'CAA LOT 44- 1 Q 589 aE ; / ; 1 . ' \ i _Q _101.72 .':t -r ' n 1 F'" E �' I 'sr t 1.3 1 2 D' j LET - z�'' ' cn w . : ! di 1 I I Q 101.72' 48.11 - • • 77` rG112 r r� .. CO!_T 5 ',91,2'46 "E \ 394.06 369.22' 253.54' NORTH LINE OF THE `-.RUTH ONE -THIRD OF LOT 3 et" 126.77' � 20 1 /° e ;5 o zo a7 10'' _25 o : _ 3� / �• LO T Q 589`06700 "E 101.72' 25H LOT 7 5 I 1850600 "W Q 101.72' 20' LOT 81 EAST LINE OF THE 5 : 20 ,�- REST 253.41 FEET OF TI- EAST 394.00 c � j EE FEET OF GOVT • di LOT 3 u 345.91' Ri- EVA ADDITION FER vOOK 12 OF FLAT5 PAGE 55 n 2 = R3' EVA 2ND ADDITION PER BOOK 13 OF PL A. TS PAGE 56 NORTH 1/4 5EGTION 3 FOUND I3RA55 PIN IN 11/2 PIPE IN MONUMENT CASING � \ ANC) 3 RP'5 PER 300K 48 `l OF SURVEYS, PAGE 95 0 0 0 ND t g Q. I 16 8 Rfr N89`O60O W 346.13' DATE DATE DATE EXISTING WIRE FENCE O 0 DUILDINE SEi ACK LiNIES EVA FIRST ADDITION PER 5OOK 13 OF FLATS PAGE 40 FOUND 5/8" REBAR WITH PLASTIC, GAP MARKED "L5 22961, PER PH /,5E 1 OF HARRIS 5UBDIV15 SET 5/8" REBAR WITH PLASTIC GAP MARKED "L5 22961" FOUND ( PIPE, UNLE55 NOTED OTHERWISE_ FD. KE15AK AT 5E C-OR c V'T LOT 3 w, 1 B0 BROADWAY, 1,110 f POKr' ill" I WA 9 '2Oi DEDICATION AND DECLARATION KNOW ALL TF SE MEN BY 'MESE PRE5ENT5, THAT MICHAEL ETHAN HARRI5 AND LIDA ROSE HARRI5, W5BAtD ANC? WIFE, AND THAT WILLIAM HENRY ALBACH AND EVE YN ELIZABETH AWAGH, HUSBAPD AND W IFE, HAVE PLATTED INTO LOTS, BLOGK5 AND STREETS THE LAND SHOWN HERON TO BE KNOWN AS HARRIS SUBDIVISION, PHASE TWO, 5A ID LAND BIER DE5GR1BED A5 FOLLOWS: &le fC 11- - 3 -1- FEET TI EAST 394.00 FEET OF TI-E SOUTH • sw IRD OF TI EAST 1038 FEET OF GOVERMENT LOT 3 IN SECTION 3, TO HIP 25 NORTH, RANGE 44 EAST, WILLAMETTE MERIDIAN, LYING NORTH OF T! SOUTH 30 FEET: .xcGPT N,RR ts.A SubatrvrstQNy - 4 EXCEPT THAT PORTION DESCRIBED AS FOLLOWS: Da-AWING AT A POINT ON THE WEST LINE OF itCDONALD ROAD WHICH 15 7.00 FEET SOUTH OF THE NORTH LW Or 5A ID 50UITH ONE THIRD OF GOVEP : + LOT 3: THENCE NORTHERLY, ALONG 5A ID WEST LINE, 7.00 FEET: THENCE WESTELY ALONG SA ID NORTH LINE TO A POINT WHICH I5 394.00 FEET WESTERLY, MEASURED AT R(WI AN&LES, FROM THE EAST LINE OF SA ID GOV LOT 3: THENCE 5OUTHF.- ASTERL.Y TO TH POINT OF DEC- INNING: F1 N p ¢i C50 e, f) iY1c po N ALC1C t j S 1TUATE IN THE COUNTY OF SPOKANE, 5TATE OF WASHINGTON. SUBJECT TO RESERVATIONS OF - CORD AS GONNTAINED IN SPOKANE GOUITY. AUDITOR'S FI! F tMBER5 97 AND 734478A. TIE PLATTOR(51 : - REBY DEDICATE TO SPOKANE COUNTY, FOR PUBLIC USE FOREVER, 1 b' FOOT WIDE STREET AND 50 FOOT RADIUS CUL DE 5AG TO BE KNOWN 1AI.RI5 COURT, A5 RIGHT Of WAY FOR ROAD PUPOSES A5 SHOWN FEON. UTIL EASEMENTS ARE t GRANTED TO TI- SERVING UTILITY COIF ANIE5 OVER A TEN FOOT WIDE STRIP LYING ON BOTH 5IDE5 OF HARR I5 COOT AS SHOWN FEON. 1. BUILDING SETL >ACK5 51DE YARD AND REAR YARD 5ETBACK5 SHALL BE DE ( ICED AT THE TIM• BUILDING FERMI 15 ARE .REQUSTED 1 E55 TFESE SETBACKS ARE SPEC IFIGAN 1 Y DRAFTED ON THIS FINAL PLAT. THE SETBACKS INDICATED ON THIS PLAT MAY BE VARIED FROM IF PROPER ZONING APPROVALS ARE OBTAINED. 2. PUBL WATER SYSTE S THE PUBL WATER SYSTEM, PURSUANT TO TrE WATER PLAN APPROVED BY COUNTY AND STATE f-EALTH AUTHOR ITIE5, TI-E LOCAL FIRE PROTECTION 015TR!GT, COUNTY BUILD AND SAFETY DEPARTMENT AND WATER PURVEYOR, • SHALL BE IN5TAL► ED WITHIN THI5 SUBDIVISION AND T1-E APPLICANT SHALL PROVIDE FOR INDIVIDUAL DOIE5TIC WATER 5ERVICE A5 WELL A5 FIRE PROTECTION TO E7:GH LOT, PRRIOR TO TI .' SALE OF EACH LOT MO PRIOR TO ISSUANCE OF A BUILDING PERMIT FOR EACH LOT. 3. PRIVATE WA "rte; SYSTEMS USE OF PRIVATE WELLS AND WATER SYSTEMS 15 PROHIBITED. 4. PURL IC 5EWEtZ GONtECTION . FUTURE AREAW IDL C'T:.L_EG i 101.4 5. ON - 5ITE 5Ei', r:-L 5Y5T 5UBJcCT TO SP, :C`r - IC APPLICATION APPROVAL AND I55UANC.E OF PERM1T5 BY THE iEALTH OF!:;:; R, T USE OF AN ON -51TE 5EWAGE SYSTEM MAY BE AUTHOR I7-ED. • . 6. UTILHi N -_G.:. =.L L45 ft,IGT THE 0WNFR(51 Gc 5UC IN IN f AGR TO AUTHORIZE 'WE COUNTY TO Ft-ACNE "I f-EIR • (5) ON A PETITION FOR THE FORMATION OF ULID BY PETITION R T HOD PURSUANT TO RCW 36.94, WHICH PETITION !NC.t_UDE5 THE r: VArER(51 PROPER T Y: AND F1TFR NOT TO OBJECT BY THE SIGNING OF A F'R.0 PE=TITION AGAINST THE FORMATION OF A 1L... ID BY RE5OLUTION METHOD PURSUANT TO RGW CHAPTER 36.94 THIGH INCLUDES THE O�VI� P(51 f>.OPE T Y.. PROVIDED, i1 r!5 CONDITION SHALL NOT PROHIBIT THE 0WNER(5) OR 5U(r..55C ;(S) FROM Lh3U�GTIN& TO ANY A55E55M rr' I (5) ON THE PROPERTY A5 A E�f : ��_ 1" OF 11I GALLED FOR IN CONJUNCTION WITH THE FORMATION OF A UL ID BY EITHER PETITION OR RE5OLUT t THOO U"1.\ ER RCM CHAPTER 36.94. IN .WtTNE55 11 ti :r OF, . THE U+ ::`• I&N�:ED HAVE CAU5ED TF•EIR W-,MES TO BE AFFIXED T` �__._- -. _ DAY OF , MICHAEL ETHANN HARR 15 LIDA RO5E HARRIS ACKNOWt_F_D6-0 ~'•!T COUNTY ON TH15 Di,Y f-r `. );'; /' ►.._!_`( ,`•! r"E ,R5D L EFORE l; .4E: Mi'GHAEL ETHAN HAMS AND 1__IDA ROSE HAP'r;15, 1 I151.3A10 AND tAi1E , TO FE KNOWN TO DE II- ft e;.i1 4/ I DUAL 5 D'1 `C, i 4'r fl I ANN) WHO £ .::ECU7ED tlam+ 1.`c: ri. FOREGOING C + y I h' T rN A FORE:701? . IN5TR ,'`r.LWT, A'ti :.) .j. . :'i._!_ ✓r-C% HAT THEY 5It NED THE 'r;k A15 THEIR _ _ i :, _. AND PE °�O`7E5 �r��.EiN , : -:-N . »\ r L .. ' i :._.;f j L SE4L THE DAY OF I ESiiDIN& AT: MY AFT ° IIt\'t : ON) . Er` G�� r,�E.rION YS 11345. 1G IN ',I'D 1 w .„ IATL OF `r °,'A51-IIN&TON a- . 4,2 rs IN WITNESS THEREOF, THE UIDER5JG` D HAVE. CAf..i::JD T: K_IR NAkE.5 TO BE AFFIXED THI5 DAY OF ____ . _ . i99 • WILLIAM HENRY ALBAGH A CKNOWLEDGEINT STATE Of WASHINGTON) COUNTY OF SPOKANE l . ON THIS DAY PERSONALLY APPEARED BEFORE EVELYN ELIZABETH ALBAC -H, HUSBAND W 1 INDIVIDUALS DE5GRTBED IN AND WHO EXECU1 INSTRIMENT, AND AC.KNOWL.EDGED THAT THEY FREE AID VOLUNTARY ACT ND DEFT), ['CI`: MENTIONED. GI USER MY I ,.c 1.',.) 199_, NOTARY SEAL: RESIDING AT: MY APPOINTMENT EXPIRES: :)79,c 65 V (>cON 1: W arJT S 1 M -, -` 1 % e05 1-S O ( 1-367 00 cvt_ - d -- SE 1 () (q4 1 11 T � t'` (11A �rJO CS � ` �:- ,<fU�O so -) C alvJ , I.0cc � -e v� NOTARY PUBLIC IN AID. F( T: c 55 E` E WIC LIAM I-E Y ALBACH AND TO klE KI O•: +'N TO BE THE "D TI WITHIN At O FOREGOING (71 THE SAW' A5 Tr-ER u:PO5E5 TF YR - - '. AY OF GOV'T LOT 3, T. 5 IC K. 44 E {� R `j-J= t' SGT bcLC I S (1,;� roe EVELYN ELIZABETH ALBAGH T E OF WASHiNNGTON E 1 FILED FOR RECORD THIS DAY ofr . 199_. AT M. IN BOOK OF PLATS AT PAGE AT THE REQUEST OF Wt'YATT- JAYKIM ENG INEERS. 5UR VE` OR '5 CERTIFICATE THIS MAP CORRECTLY P•.EI'RE5ENT5 A SURVEY FADE by 1.E OR ( DER MY DIRECT IN GO'vFM NGE WITH TI -E KEQUIRMENf S OF THE SP :.:. �. `� .., •;- 0WINANC.E: SARA MARKS, L.5. 22961 5POKANE COUNTY Y UT IL- IT IFS DEPT. EXAMINED AID APPROVED 11115 DAY of D 'KEG TOR, SPOKANE COUNTY UTILITIES 5POKAW COUNTY ENGINEER EXAMINDJ ANO APPROVED THIS DAY OF I99_ 5POKAW COUNTY ENGI 5POKAtE COUNTY PLANS IN& OPT. E" ;`:1Afl\; AND APPROVED THIS DAY OF .. 119_ D RECTOR,. SPOK `1I E GOiN T PLANNING L .A1:M1!,=D AND A f OVER THIS DAY OF 199_ 5E MAINE . C.77 Fes A (JD ITOR'5 CERTIFICATE EXXAMIIED AID APPROVED 11 fI5 OF 199_. 5PO! .ANE COUNTY A55E550 f3Y DURUM:` ' 1 1 .E - MI5 PLAT WA5 APPROVED MO AGC.-7; vY THE CONY COW :155 R5 . ' 5PO ,E CO t`k°Y WA,5H!NGTONN, ON THI5 DAY OF CHA iR Ft, 5P0KA. COUNTY C 0 , 4 1 , 1 5 5 0 1 - 5 s 4} Ali` CU 'TY ti55E55OR c ou ti Q i GUN r Y Cr . -- `-rPO Al COUNTY TREA5URER SPOKANE COUNTY AUDITOR DATE: DAY 1)510N 5 I 0 i aKEDY G: TLEY THAT TES. REQU/RFT) r• c5 `N 1 - r R.E f C4 P!..-A; (MD L. IO HAVE E -EQ -I FULLY PA THI5 DAY OF I99 'r_' • r I rF - •- EVA 15T ADDITION ROOK 13 OF PLATS PA&E 40 NO. I DATE I BY 1 APPR. I EVA ADCITIO� 600k: 12 OF PLATS PA&E 55 ¢ I 0 oc J of 0 25 50 100 5GALE: IN 50' EVA 2ND ADDITION 5OOK 13 OF PLATS PAGE 56 5TEVICK ADDITION BOOK 1 OF PLAT5 PAGE 80 REVISIONS 41.60' O 0 RIGH AVE WEST LINE OF T1- EAST 394.00 FEET OF GOVT LOT 3 NORTH LINE OF THE 50UTH ONE - THIRD OF GOVT LOT 3 t< 20' IRRIGATION EASEMENT 0 > LOT 5 Po LOT 4 N r 10 083 5Q FT 4422 N. 5URVEY PROCEDURE5 BA5I5 OF BEARING: BEARINGS ARE BASED ON THE CENTERLINE OF RICH AVENUE AS SHOWN PER PLAT FILED IN 1300K 12, PAGE 55 3 126ii7` 10401 5Q 4421 N. 10' WIDE UTILITY EA5EMENT 25' LOT 3 (8, 10015 — 4417 N •Cr3 1234' WIDE DRAINAGE EA5EMENT 589 101.72' LOT 2 10000 5Q FT 4411 N. 25' 10' WIDE UTILITY I tr EA5EMENT 101.72 5' WIDE DRAINAGE 1 EA5EMENT cy 0 a - 10001 5Q FT cn 4405 N. 1 LOT 1 1 1 R •20.00 \ \t 81.39' 48.16' • 78.56 R1. 47.92' BEARING5 AND DISTANCE5 5HOWN HEREON ARE BASED ON A SERIES OF CHECKED MEA5UREMENT5 MADE WITH A LIETZ 5ET 4 TOTAL 5TATION BY WYATT-JAYKIM ENGINEER5, INC., IN JUNE 1993 DESIGNED BY DRAWN BY CHECKED BY 58912'46 "E 588'07 36122' 253.54' FT .b0 0 0 x . 80 4, h 25' 25 L 4 c‘. 5 0 O („, z O 2 5 25' 25' co DATE 3/15/94 DATE DATE od 25' 25' 394.06' 126.77' qq v 253.44' N89 "W 343.73' N89'06'00 "W 345.91' R1• N89'06'00 "W 346.13' 10' WIDE UTILITY /' EASEMENT a- '25' LOT 6' '0050 5Q FT 4418N. 1189' WIDE ' DRAINAGE EA5EMENT 589'06'00 "E 101.72' LOT 7 10000 5Q FT '- 4412 N. b' WIDE UTILITY EA5EMENT 101.72' LOT 8 10007 5Q FT 4406 N. 5' WIDE DRAINAGE O9 , 0 89 1 N 82.0.1'.. S tri EA5EMENT -V a�- 267.35' NORTH 1/4 SECTION 3 FOUND 13RA55 PIN IN 11/2" PIPE IN MONUMENT CASING AND 3 RP'5 PER BOOK 48 OF 5URVEY5, PAGE 95 O cr C) N 2 RI- EVA ADDITION PER BOOK 12 OF PLATS PAGE 55 34 3 t 588 "E 110.67 4 �' 30' I 25' �-- - EAST LINE OF THE WEST 253.41 FEET OF THE EAST 314.00 FEET OF &OV'T LOT 3 90.29' z cf.) (32 E O 41C O O ' L•3 L74 • 90'55'24' '0 C) N O 0 LEGEND • FOUND r PIPE, UtLE55 NOTED OTHERWISE • FOIA■O 5/8" ROAR WITH PLA5TIC GAP MARKED t5 22961, PER PHASE 1 OF HARRIS 5U3DIVI5ION SET 5/8" REBAR WITH PLA5TIC GAP MARKED "1.5 22961" 6U1L1,INCB 5ETDAC K LINES EXISTING WIRE FENCE 30' 25' N [ice L V OI V E!ice / LL S W. 1801 BROADWAY, #110 SPOKANE, WA 99201 (509) 328 -5139 0 SURVEYORS DEDICATION AND DECLARA KNOW ALL THESE MEN BY THESE PRE5ENT5, THAT MICHAEL ETHAN HARRIS AND L IDA RO5E HARR15, NJ513AND AND WIFE, AND THAT WILLIAM HENRY ALBACH AND EVELYN ELIZABETH ALBACH, H15DAND AND WIFE, HAVE PLATTED INTO LOT5, BLOCKS AND 5TREETS THE LAND 5HOWN HERON TO BE KNOWN A5 HARRIS 5UBDIVIS PHASE TWO, SAID LAND BEING DESCR A5 FOLLOWS: THE EAST 394.00 FEET OF THE 5OUTH ONE - THIRD OF THE EA5T 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 HARRIS SUBDIVISION PHA5E 1 A5 PER PLAT THEREOF RECORDED IN VOLUME 21, OF PLAT5, PAGE 76, 5ITUATE IN THE COUNTY OF SPOKANE, 5TATE OF WASHINGTON: AND EXCEPT THAT PORTION DE5CRIBED A5 FOLLOW5: BEGINNING AT A POINT ON THE WEST LIME OF MCDONALD ROAD WHICH 15 7.00 FEET 50UTH OF THE NORTH LINE OF SA ID SOUTH ONE -THIRD OF GOVERNMENT LOT 3: THENCE NORTHERLY, ALONG SAID WEST LIME, 7.00 tti: THF.IVGE WE5TERLY ALONG SA ID NORTH LINE TO A POINT WHICH 15 394.00 I- 1 WESTERLY, MEA5URED A T RIGHT ANGLES, FROM ThE EA5T L INE OF SAID GOVERNMENT LOT 3: THENCE 50UTHEASTERLY TO THE POINT OF BEGINNING: AND ALSO EXCEPT MCDONALD ROAD: SITUATE IN THE COUNTY OF SPOKANE, STATE OF WASHINGTON. 5UBJEGT TO RE5ERVATI0NS OF RECORD AS CONTA INED IN SPOKANE COUNTY AUDITOR'S FILE NUM3ER5 567397 AND 734478A. TIE PLA1TOR(5) DO HEREBY DEDICATE TO SPOKANE COUNTY, FOR PUBLIC USE FOREVER, THE 50 FOOT WIDE STREET AND 50 FOOT RADIUS GUL DE SAG TO BE KNOWN MORROW COURT A5 RIGHT OF WAY FOR RnAO PURPOSES AS SHO EON. ' UTILITY EA5EMENT5 ARE HEREBY GRANTED TO THE SERVING UTILI COMPANIES OVER A TEN FOOT WIDE STRIP LYING ON BOTH SIDES OF MORROW COURT A5 SHOWN HEREON. L ROAD IMPROVEMENT OISTRIGT ThE OWNIER(5) OR SUGGE55oR(5) IN INTERE5T AGREE TO AUTHORIZE THE COUNTY TO PLACE THEIR NAME(5) ON A PETITION FOR THE FORMATION OF A ROAD IMPROVEMENT 015TRIC (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 PURSUANT TO GRAFTER 36.88 RGW, WHICH RE5OLUTION INGLUDE5 THE OWNER(51' PROPERTY. IF AN RID 15 FORMED BY EITHER THE PETITION OR RE5OLUTION METHOD A5 PROVIDED FOR IN CHAPTER 36.88 RGW, THE OWNER(5) OR SUGGE550R(51 FURTHER AGREE= (11 THAT THE IMPROVEMENT(5) OR CONSTRUCTION CONTEMPLATED WITHIN THE PROP05E0 RIO 15 FEASIBLE: (2) THAT THE BENEFIT5 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 (3) THA 'TY WITH Tre PROPO5ED RID 15 SUFFICIENTLY PROVIDED FURTHER THAT TIE OWNER(5) OR SUGCE550R(5) SHALL RETA THE RIGHT, AS AUTHOR UNDER RGW 36.88.010, TO OBJECT TO ANY A55E55MENT(51 ON THE PROPERTY AS A RE5ULT OF ThE IMPROVEMENT5 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 DECISION OF THE BOARD OF COUNTY COMMI55IONERS AFFIRMING THE FINAL A55ESSMENT ROLL. IT 15 FURTHER AGREED THAT AT SUCH TIME A5 AN RID 15 CREATED OR ANY ROAD IMPROVEMENT PRO,'EGT 15 SANCTIONED BY 5POKANE COUNTY, THE IMPROVEMENTS REQUIRED (CURB, SIDEWALK, ORAINAGE CONTROL AND PAVING) WILL BE AT THE 50LE EXPENSE OF THE UDERSIWED OWNIER(5), THEIR HEIR, GRANTEES AND A555IGN5 WITHOUT PARTICIPATION BY SPOKANE COUNTY. THE RID WAIVER CONTAINED IN THI5 AGREEMENT SHALL EXPIRE AFTER TEN (10) SUCGE 508151 AGREE OF T THAT IF�5AID I RID B W AIVE ' R EXPIRE W ITHOUT WNER(5) CONSTRUCTION OF THE REQUIRED IMPROVEMENTS, THE OWNER(S) OR SUCCES50R(5) AGREE TO CONSTRUCT TIE REQUIRED IMPROVEMENTS AT THEIR OWN EXPENSE, PAY TO SPOKANE COUNTY THE THEN ESTIMATED COST OF THE REQUIRED IMPROVEMENTS TO ENABLE THE COUNTY TO COMPLETE TIE SAME, OR FURNI5H A BOND OR OTHER 5ECURE METHOD SUITABLE TO ThE COUNTY (WHICH MAY INCLUDE THE EXECUTION OF ANOTHER RID WAI AGREEMENT) PROVIDING FOR OR ,SEGI.RIN& TO THE COUNTY THE ACTUAL CONSTRUCTION OF THE IMPROVEMENT5. ALL OF TIE REQUIREMENTS OF THIS AGREEMENT 5HALL RUN WITH THE LAND AND SHALL BE BINDING UPON THE OWNER(5L THEIR SUGGE550R(51 OR A55IGN(5)." THIS PROVI5 15 APPLICABLE TO MCDONALD ROAD. 2 BUILDING SETBACK SIDE YARD AND REAR YARD SETBACKS SHALL BE DETERMINED AT TIE TIME B UILDING PERMITS ARE REQUE5TED UNLESS 11-E5E 5ETBACK5 ARE 5PECIFIGALLY DRAFTED ON T1-115 FINAL PLAT. THE SETBACK INDICATED ON THI5 PLAT MAY BE VAR IED FROM IF PROPER ZONING APPROVAL5 ARE OBTAINED. 3. PUBLIC WATER SYSTEM5 THE PUBLIC WATER 5Y5 PURSUANT TO THE WATER PLAN APPROVED BY COUNTY AND STATE HEALTH AUTHOR ITIE5, THE LOCAL FIRE PROTECTION DISTRICT, COUNTY BUILDING AND SAFETY DEPARTMENT AND WATER PURVEYOR, SHALL BE INSTALLED WITHIN THIS 5UBDIVISI AND THE APPLICANT SHALL PROVIDE FOR INDIVIDUAL DOMESTIC WATER 5ERVIGE A5 WELL A5 FIRE PROTECTION TO EACH LOT, PR TO THE 5ALE OF EACH LOT AND PR TO ISSUANCE OF A BUILDING PERMIT FOR EACH LOT. 4. PRIVATE WATER 5Yf'TEMS U5E OF PRIVATE WELL5 AND WATER SYSTEMS 15 PROHIBITED. FLT. REDAR AT 5E GOR 60V'T LOT 3 5. PUBL SEWER CONNECTION EACH NEW DWELLING UNIT SHALL BE DOUBLE PLUAEED FOR GONEGTION TO FUTURE AREAWIDE COLLECTION SYSTEMS. 6. ON - 51TE SEWAGE 5Y5TEM SUBJECT 70 SPECIF APPLICATION APPROVAL AND ISSUANCE OF PERMITS BY THE HEALTH OFFICER, THE USE OF AN ON -51TE SEWAGE SYSTEM MAY BE AUTHORIZED. 7. UTILITY LOCAL IMPROVEMENT DI5TRIGT THE OW(' ERISI OR 5UCC,E55OR(5) IN INTEREST AGREE TO AUTHOR TIE COUNTY TO PLACE THEIR NAME(5) ON A PETITION FOR THE FORMATION OF UL ID BY PETITION METHOD PURSUANT TO RGW 36.94, WHICH PETITION INCLUDE5 TIE OWNER(51' PROPERTY: AND FURTHER NOT TO OBJECT BY THE 5 IGNING OF A PROTEST PETITION AGAINST TIE FORMATION OF A IA-ID BY RESOLUTION METHOD PUR5UANT TO RGW CHAPTER 36.94 WHICH INGLUDE5 THE OWNER(5)' PROPERTY. PROVIDED, THIS CONDITION SHALL NOT PROHIBIT ThE OWNER(5) OR 5UGCE550R(5) FROM OBJECTING 70 ANY A55E55MENT(5) ON THE PROPERTY A5 A RESULT OF IMPROVE1ENT5 GALLED FOR IN CONJUNCTION WITH THE FORMATION OF A UL. BY EITHER PETITION OR RESOLUTION METHOD UNDER RGW CHAPTER 36.94. 8. UTILITY EASEMENT5 UTILITY EASEMENT SHOWN ON THE HEREIN OESCR PLAT ARE HEREBY DEDICATED TO THE SERVING UTIL COMPANIES FOR THE GON5TRUCTION, REGONSTRUGTION MAINTENANCE AND OPERATION OF UTIL TOGETHER WITH THE RIGHT TO INSPECT SAID UTILITIES AND TO TRIM AND /OR RE-MOVE BRUSH AND TREES WHICH MAY INTERFERE WITH THE CONSTRUCTION, MAINTENANCE AND OPERATION OF SAME. r - . = C 101 THAIN RD. LEWISTON ID 83501 (208) 746 -2661 9. DRAINAGE DRAINAGE EASEMENTS, AS PLATTED AND 5HOWN HEREON, WHICH APE FOR THE PURPOSE OF INSTALLING, OPERATING AND MAINTAINING DRAINAGE SWALE5 AND DRAINAGE FAC IL►TIE5, AS CONDITIONS OF PLAT APPROVAL, ARE HEREBY GRANTED 70 THE PUBL SPOKANE COUNTY AND ITS AUTHORIZED AGENTS ARE HEREBY GRANTED THE RIGHT OF INGRESS AND EGRESS T0, OVER, AND FROM 5A ID EASEMENTS FOR THE PURPO5E OF IN5PEGTION AND EMERGENCY MAINTENANCE OF WATER QUAL TREATMENT SWALE5 r208 WALES AND OTTER DRAINAGE FAG ILITIES, IF NOT PROPERLY MAINTAINED BY THE PROPERTY MINER. SPOKANE COUNTY DOES NOT ACCEPT THE RE5PONSIBILITY TO INSPECT OF MAINTA TIE ORA'NAGE EASEMENTS OR DRAINAGE SWALES, NOR DOE5 THE COUNTY ACCEPT ANY LIABILITY FOR ANY FAILURE BY THE LOT OWNER(5) TO PROPERLY MAINTAIN SUCH AREAS. ThE PROPERTY OWNER5 WITHIN THIS PLAT 5HALL BE HELD RE5PON5113LE FOR KEEPING OPEN AND MA INTAINING 71-E 5t FACE PATH OF NATURAL OR MAN -MADE DRAINAGE FLOW OVER AND ACR055 THEIR RESPECTIVE PROPER TIE5. ThE PROPERTY OWNER5 WITHIN THI5 PLAT SHALL MA ALL. WATER QUAL ITY TREATMENT 5WALES ('208 SWALE51 AND DRAINAGE DITGHE5 SITUATED ON THEIR RE5PECTIVE PROPERTIES, AND ANY PORTION OF A 208 5WALE 5I TVA TEC) IN THE PUBLIC RIGHT -OF -WAY ADJACENT TO THEIR RE5PECTIVE PROPERTIES, WITH A PERMANENT GROUND COVER AS SPECIFIED ON THE CURRENT APPROVED PLANS ON FILE AT THE COUNTY ENGINtEER'5 OFFICE. ThE PROPERTY OWNERS MAY INSTALL APPROVED SfRUB:'3ERY AND /OR TREES WHICH DO NOT OBSTRUCT THE FLOW AND PERCOLATION OF STORM DRAINAGE WATER IN THE 208 SWALE AND ORAINAGE DITGIE5, A5 INDICATED BY TIE CURRENT APPROVED PLANS ON FILE WITH TIE COUNTY ENO INEER OFFICE THE PROPERTY OWNER OR HI5 REPRESENTATIVE SHALL !N=ORM EACH SUCCEEDING PURGHA5ER OF AU.. DRAINAGE EASEMENTS ON THE PROPERTY ANC) HIS RESPONSIBILITY FOR MAINTAINING DRAINAGE FAG ILITIES WITHIN 5A ID EA5EMENT5. 5POKANE COUNTY DOES NOT ACCEPT THE RE5P0N5IBILITY OF MAINTAINING THE DRAINAGE COURSE ON PRIVATE LOTS WITHIN DRAINAGE EA51:MENTS OR FLOODPLA AREA5, NOR TIE RE5PON5IBILITY FOR ANY DRAINAGE.:, WI-IA T50EVER, 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 PROPER T i. IF THE PROPERTY OWNER FAILS TO MAINTAIN THE SURFACE PATH' OF NATURAL OR MAN -MADE DRAINAGE FLOW, OR THE DRAINAGE SWALE, A NOTICE OF SUCH FAILURE MAY BE GIVEN TO THE PROPERTY OWNER IF NOT C0f REGTED WITHIN THE PERIOD INDICATED ON 5A ID NOTICE, SPOKANE COUNTY HAS THE RIGHT TO CORRECT THE MAINTENANCE FAILURE, OR HAVE IT G0r:RECTED, AT THE EXPEN5E OF THE PROPERTY OWNER. ANY BUILDING THAT 15 CONSTRUCTED ON A LOT IN THIS PLAT 5HALL BE 5ET AT SUCH AN ELEVATION 50 A5 TO PROVIDE POSITIVE DRAINAGE AWAY FROM ANY DRA INAGE ENTRY POINT TO THE BUILDING (INCLUDING BUT NOT LI TO A WINDOW WELL, A WINDOW UNPROTECTED BY A WIDOW WELL, OR A DOORWAY). SAID POS DRAINAGE SHALL GON5IST OF A MINIMUM SLOPE OF 3% AWAY FROM THE BU ILDING FOR A DISTANCE OF AT LEA! T 10 f tEi FROM THE BUILDING. THE LOTS SHALL BE GRADED 50 THAT EITHER Al ALL RUNOFF 15 ROUTED AWAY FROM THE BUILDING, AND CONVEYED OVER THE LOT TO A NATURAL DRAINAGE SWALE OR APPROVED DRAINAGE FAC ILITY, OR e4 DRAINAGE INTERCEPTED ON ThE LOT 15 DISPOSED OF ON THE LOT IN AN APPROVED DRAINAGE FACILITY. THE APPROVED DRAINAGE FACILITY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLANS ON FILE AT TIE COUNTY ENGINEER OFFICE. ANY REVI5ION5 TO THE APPROVED DRAINAGE PLANS MUST BE APPROVED BY THE COUNTY ENGINEER'S OFFICE PRIOR 70 CONSTRUCTION OF 5AID REVI5ION5. IN WITNESS THEREOF, THE UN4DER5IGNED HAVE CAUSED THEIR NAMES TO BE AFFIXED THIS DAY OF , 199 MICHAEL ETHAN HARRIS ACKNOWLEDGEMENT STATE OF WASHINGTON) COUNTY OF SPOKANE 1 NOTARY SEAL: RESIDING AT: MY APPOINTMENT EXPIRES: NOTARY SEAL.: RESIDING AT MY APPOINTMENT EXPIRES: :55 LID/ ROSE HARRI5 ON THIS DAY PER5ONALLY APPEARED BEFORE ME MICHAEL ETHAN HARRIS AND LIDA ROSE HARR I5, HUSBAND AND WIFE, TO ME KNOWN TO BE THE INDIVIDUAL5 DESCRIBED IN AND WHO EXECUTED THE WITHIN AND FOREGOING IN5TRUMENT, AND ACKNOWLEDGED THAT THEY SIGNED THE SANE AS THEIR FREE AND VOLUNTARY ACT AND DEED, FOR THE U5E5 AND PUR105E5 THEREIN MENTIONED. GIVEN UNDER MY HAND AND SEAL TIE DAY 7F I9g NOTARY PUBLIC IN AND FOR THE 5TATE OF yA5HINGTON IN WITNE55 THEREOF THE UNDER 51GNE0 HAVE CAU5ED THEIR NAME5 TO BE AFFIXED THi5 DA OF , 199_.. WILL IAM HENRY ALBACH EVELYN ELIZAD TH ALBACH ACKNOWLEDGEMENT 5TATE OF WASHINGTON) COUNTY OF SPOKANE .1 ON THI5 DAY PERSONALLY APPEARED BEFORE ME WILLIAM HENRY ALBACH AND EVELYN ELIZABETH ALBACH, I1J5BAND AND WIFE, To ME KNOWN To BE THE INDIVIDUAL5 DESCRIBED IN AND WHO EXECUTED THE WITHIN ANU FOREGOING IN5TRUMENT, AND ACKNOWLEDGED THAT THEY SIGNED THE SAME A5 THEIR FREE AND VOLUNTARY ACT AND DEED, FOR THE U5E5 AND PURI'75E5 THEREIN MENTIONED. GIVEN UNDER MY HAND AND SEAL THE DAY OF 199_ '55 NOTARY PUBLIC IN AND FOR THE 5TATE OF WASHINGTON 5EGTION INC E.X X GOV`f LOT 3, SECTION 3 T. 25 N., R. 44 E. lOnna FINAL PLAT OF HARRIS SUBDIVISION PHASE TWO AUDITOR'S GERTIFIGATE FILED FOR RECORD THIS DAY OF , 199._ AT ML IN BOOK OF PLAT5 AT PAGE AT THE REQUEST OF WYATT - JAYKIM ENGINEERS. SURVEYOR'S CERTIFICATE THI5 MAP CORRECTLY REPRE5ENT5 A 5URVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE SPA ORD 5ARA MARKS, L.S. 22961 5POKAIE COUNTY UTILITIE5 DEPT. EXAMINED AND APPROVED THIS DAY OF 199 DIRECTOR, 5POKANE COUNTY UTILITIES 5POKAIE COUNTY ENGINEER EXAMINED AND APPROVED THI5 DAY OF 199 5POKANE COUNTY ENGINEER 5P(1''ANIF' .cowry S AL n! nF 1W SPA COUNTY AUDITOR DATE: 5POKANE COUNTY PLANING DEPT. EXAMINED AND APPROVED THI5 DAY OF 199 DIRECTOR, 5POKANE COUNTY PLANNING DEPT. SPOKANE COUNTY HEALTH 0I5TR ICI EXAMINED AND APPROVED THIS DAY OF 199 SPOKANE COUNTY ASSESSOR EXAMINED AND APPROVED THI5 DAY OF 199 SPOKANE COUNTY A55E550R BY DEPUTY 5POKAIE COUNTY COk*AI55IOIER5 THIS PLAT WAS APPROVED AND ACCEPTED BY THE COUNT)' COM#IISSIONER5 OF SPOKANE COUNTY WASHINGTON, ON THI5 DAY OF 199— CHAIRMAN, SPOKANE COUNTY COMMI5510NER5 SPOKANE COUNTY TREASURER 1 DO HEREBY CERTIFY THAT THE REQUIRED TAXES ON THE HEREIN PLATTED LAN) HAVE BEEN FULLY PAID THI5 DAY OF 199 5POKANE COUNTY TREASURER FINAL PLAT OF' THE HARRIS 5LJ'DIVI51ON PHASE TWO LOCATED IN A PORTION OF &OVERNMENT LOT 3, SECTION 3, T.25 N., R.44 E., W.M. SPOKANE COUNTY, WASHINGTON FOR MICHAEL HARRIS RECEIVES MAR 2 1 1994 SPOKANE COUNTY ENGINEER PROJECT: 4053 FILENAME: 4053PLT2.DWG 1 SHT 1 OF 1 ce - I rn tZ L TBM -NAIL SET IN NORTH SIDE OF POWER POLE. EL ASSUMED TO BE 100.00 ACP EL 100.97 TOC LEFT CENTEF;LINE CORRESPONDS TO EXTENDED WEST LOT 1 PROPERTY UNE ACP EL 99.30 CURB INLET STA 0 +42.07 TOC EL 99.81 CUT EL 99.14 VERIFY CATCH BASIN LOCATIO 4 CR STA 0 +88.10 RIC AVE TOC EL 100.57 0-50 TA 23.35 �OCC EL 161. EXISTING CURB I 1 CR `.T 1+64.11 TOC EL 2.40 = 1 -00 STA 1+26.72 RICH ` STA 0+00 HARRIS 1 ACP PHASE I '208' BASIN & D WELL 2 -00 EDGE OF EXISTING SAWCUT AT 15' OFFSET FROM CENTERLINE 105 105 100 105 TOC RIGHT 133 (21; Xo ° W r NO. ( DATE BY APPR. r I - ' I /END TAPIR STA 0+30 EXIST CATCH BASIN RIM 10 EC 96.70 n 1 LOT 1 E)" i INSTALL STREET SIGN f AND STOP SIGN 1 8.5' . WIDE '208' BASIN BEGINNING Aj al CORNER LOT 1 EXTENDING E TTQ TO _. _+8Q.52_ 1:IARRIS COLO- EL 101.74 3g JE4 SHANG REPRESENTS ?0 7 .._. 7. A i r 98.32' 208' BOTTOM EL 98.95 wa 5.88' FLOW 1 R \ LE+� � /►/'� \ . Q5 .1! i COURT ,�. R � -CUT EL.4 2.C I STA 'AVE CURB INLET, ' - 11 C� 99.58 ' 1 2'.F _J 8L3,2 _ , 98.32' 2 'r"----- - - G' EL 101.7 01 8 0-H00 8 " 108- v.. - TAPER TO 18' WIDTH z BETWEEN 0 +00 AND /0+30 MATCH EXISTING TOC TOC E. 99.85 1 98.32' TOC EL 100 /T R STA 0+38 OC EL 100.7 41.b` I N� I -) k L- 5 FOOT DRAINAGE 1 EASEMENT I 1 98.32' STA 2 +53.14 TOC EL 106.66 MATCH PHASE I PLANS SEE PROFILE FOR ADDITIONAL ELEVATIONS t • d8 8 Z 0) 0+50 R 18.0' L 26.5' '208' .5' - WIDE - '208 - BASIN' EXTENDED �3 OM PHASE 1 CONSTRUCTION 0 STA 0 +80.52 HARRIS COURT ., r -- - --} BOTTOM EL 9 10' INTERIOR BLDG SEIHACK TYPICAL LOT 8 00; g 75' VC SS F < � (0 d 75 VC 0 GRAPHIC SCALE d N N .n d ° o 6 1 1+00 REVISIONS n 0 ( IN FEET ) 1 inch = 50 ft. MORROW COURT r 2 0) 98.32' LOT 2 5 E TRAINAGE EASEM SETBACK DRAINAGE LOT 7 EASEMENT 98.32' LINE PROPOSED FINISH /GRADE EXISTING GROUND PROFILE PROPOSED FINISH GRADE EXISTING GROUND PROFILE PROPOSED FINISH GRADE a 6.52' EXISTING GROUND PROFILE o 1+50 2+ 00 R30. N R N s7� 7,p A EL 2.74 5 ,CUT EL 43S STA 2+58.90 C TOC EL 103.00 28.80' RT ARROWS STO IN TER FLOW ON TOC EL OF 1 F ST RR E OW ON T i 32.9 00' 86 3 STA---2 +93.48 TOC fn 03.39 n . I T:)" l U co z n 0 2+50 SEAN DESIGNED BY SEAN DRAWN BY CHECKED BY LOT 3 DRAINAGE EASEMENT LAT 8 Z N. 3+00 142.46' 146.78' 3/15/94 DATE 3/15/94 DATE DATE .39 Fek STA 34138.48 JfOC EL 103.87 t CUL -D -SAC A 2+93.48 P Ey 103.82 STA 3+15.98 � TOC EL 103.63 38 >37' RT 2'i 3+50 55.36'1 LOT 4 w ! LJ 1 STA 3+15.98 OC EL T03.63 38 97 LT ' 'WIDE E \ F10 UTILITY gI EASEMENT . I 10' UTILITY EASEMENT 10' UTIII'i EAS,t Ni 4E /8.84' 48.73' n co D VELOPERS AP RO AL DEVELOPERS SIG TURF DATE OF APPROVAL EXPIRES 08!22/ Q 0 a g A O O * 8 R t \C N i ICH AVENUE NOTE: SEE SPOKANE COUNTY STANDARD DETAIL SHEET B-8 FOR CURB INLET DETAIL. L =5' IN ALL CASES 105 100 WET.T.RSLY AVENUE HEROY AVENUE 2 7 PROJECT LOCATION LOCATION MAP SPOKANE COUNTY TYPE "A" CURB. R /W 7 . SCI 5 =0.01 2% II 0 A • _0 ! .0050 W. 1801 BROADWAY, #110 SPOKANE, WA 99201 (509) 328 -5139 SPOKANE COUNTY TYPE "A" CURB. 18' 2% TYp• " CLASS "B" ASPHALT CONCRETE CONTAINING 5 3/4% TO 6 1/4% ASPHALT ONIo" CRUSHED ROCK TOP COURSE IN ACCORDANCE WITH WSDOT SPECIFICATIONS. MORROW COURT STA 0 +00 TO 2 +53.14 :=0.0060 o, n r O d e ALL STATIONS BASED ON CENTERUNE e CUL -DE -SAC PROFILE SLI VEYO R/W 50' RIGHT OF WAY 8 .0.010 1-i s 101 THAIN RD. LEWISTON ID 83501 (208) 746 -2661 SECT 3, T 25N, R 44E 7' 18 EXPOSE 6" CURB FACE (TYP.) PROPOSED ASPHALT PATCH CLEAN CUT EXISTING ASPHALT PRIOR TO CONSTRUCTION 18' 2% Typ. 1113111 ' O N N O U d 6 3'+ /- - -- ••••• 2% 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 7' R/W NOTE: ANY CONFLICTING U11LIT1ES SHALL BE RELOCATED PRIOR TO CONSTRUCTION OF ROADS OR DRAINAGE FACILITIES. NOT TO SCALE - r 120 115 110 105 100 95 60' ROW 1 8 g 2 i rdslcgul S =0.0038 0 -00 EXISTING ASPHALLT VARIES 0 -50 S =0.0192 1 -00 RICH AVENUE EXISTING VORTH EDGE OF ACP 1 -50 R/W S =0.0358 3 2-00 .2' MIN o N c*0 5 =0.0490 DRAINAGE EASEMENT AS SPECIFIED ON PLANS DRAINAGE EASEMENT AS SPECIFIED ON PLANS 50' VC ROPOSID TOP TOP OF CURB 2 -50 HARRIS SUBDIVISION PH H ROADWAY & DRAINAGE COUNTY PROJECT #P1683A TYPICAL '208' POND WITHOUT DRAINAGE STRUCTURE SECTIONAL VIEW TOP OF CURB FLAT POND BOTTOM ELEVATION AS SHOWN ON PLANS. TYPICAL '208' POND WITH DRAINAGE STRUCTURE SECTIONAL VIEW C \-- WW fit/ WW WW W '"'2. W W WW W W W. W WW W .2'W W W W FLAT POND BOTTOM ELEVATION AS SHOWN ON PLANS. 3--00 TOP OF CURB ELEVATION ,GRATE ELEVATION c 7, d, fY 4.- 0 ="w 0 0 zr. LI ;A- / 3 -50 TOP OF CURB ELEVATION STREET ROW UNE SEE SPOKANE COUNTY ET_TDIAR ON PLAN. 4-00 STREET ROW UNE F .3' SPOKANE COUNTY TYPE #1 INLET 7' 7' FILENAME: ROADPP INSTALL GRASS SOD OR TURF .5' SPOKANE CouNTY j TYPE #1 INLET NOTE: WRAP DRYWELL BARREL AND GRAVEL ENVELOPE WITH FILTER FABRIC. (AMOCO #4545 OR APPROVED EQUAL) CURB DROP CURB DROP NOTE WRAP DRYWELL BARREL AND GRAVEL ENVELOPE WITH FILTER FABRIC. (AMOCO #4545 OR APPROVED EQUAL) MORROW CT PLAN & PROFILE PROJECT: 4053D NORMAL GUTTER UNE ELEVATION ASPHALT PAVEMENT NORMAL GUTTER UNE ELEVATION ASPHALT PAVEMENT PROJECT LOCATION COLVILLE 0 NEWPORT, . SPOKANE © CANADA VICINITY MAP CONSTRUCTION PLANS FOR. H RRIS S BDIVISION PHASE 11 HARRIS COURT: ROADWAY, DRAINAGE, WATER, SEWER 0 BONNiRS FERRY 0 SANDPOINT COEUR D'ALENE ION iNto Aly ON AMU kw INN ANN ANI OM All MOI AEI Nelli IOW WOW NNW NEW TABLE OF CONTENTS DESCRIPTION OVERVIEW SHEET WATER & SEWER PLANS ROADWAY & DRAINAGE PLANS MISCELLANEOUS DETAILS SHEET # 1 2 3 4 mom — mom Mx ow arm NW NO VON/ AEI MN 111111.1•111 — — NW INOINONNow NONANINNON ONO NW ONO — NMI Ewa 8vEiH s Q° SUPd\VHY W. 1801 BROADWAY, #110 SPOKANE, WA 99201 (509) 328-5139 NI , AMUR — Ni NI /IF MIN art ds11111 NM NEI OW — 411II NW NNW MIN — AMP MI/ Amer — WNW NNW INOW IN= MAW MEI M1111111•1111 NI NI ME MIMI AN is air al IN MI MI NW INN! III — — — NW NI WNW MI 101 THAIN RD. LEWISTON, ID 83501 (208) 746-2661 PROJECT LOCATION Ns, WELT.F.SLY A v tNUE HEROY VENUE RICH AVENUE LOCATION MAP 0 0 r OCT 0 4 1953 14P@KANff COUNTY ENGINEER OPTIC,!M. PUBLIC DOCUMENT SPOKANE TY ENGINEER'S OFFICE ORIGINAL PROJECT # P /( SUBMITTAL # I RETURN TO COUNTY ENGINEER NO. I DATE I BY APPR. 50 0 REVISIONS 25 50 GRAPHIC SC ALE 100 ( IN FEET ) 1 inch = 50 ft. SEAN DESIGNED BY SEAN DRAWN BY BY 200 9/30/93 DATE 9/30/93 DATE 10 DATE VAA 0 I 0 0I DDITION 1. \r A E EMOONIEIERS W. 1801 BROADWAY, #110 SPOKANE, WA 99201 (509) 328-5139 SUS VIEYCOR'S DOTS REPRESENT PHASE II CONSTRUCTION _-- -, r -;-- ----- * \ * : -<.< [ N \ ** * I ......................... 1 i I \ 1 \ ,.. , i i 101 THAIN RD. LEWISTON, ID 83501 (208) 746-2661 giz 1 • . . 9 0- 0 ...... . . 0 • • • \ • \ 70 \ \ \ .. . .. 'N.... __...... / 1 1 r • i r .. . . .... 1. • ' ( 1 1 • ) ) 25' \ 25' • 1 1 \ \ \ \ ( \ i:: I- N \ .V \ \\ \\ \ . . ,, .... \ \ .. .\ ..--„,.. \ ............. \.., OnNial■ OMNI. 1 \ .■ 1 . . 1 .... N \ • \ ' 0 .... . .C. \ . . . . 0 ) r-\\ r - r iTh \ • N .\.\\ . . \\\ • . \\ . . • TR HARRIS SUBDIVISION PROJECT OVERVIEW 1-7NTWOOD ORC1- ARDS OFFICIAL PUBLIC DOCUMENT SPOKANE COUNTY ENGINEER'S OFFICE ORIGINAL PROJECT # L 683 A SUBMITTAL # RETURN TO COUNTY ENGINEER FILENAME: OVER2 rr OCT 0 it 190 SPOKANE COMP OVERVIEW SHEET PROJECT: 4053 SHT 1 OF 4 IBM: RR SPIKE ON NORTH SIDE OF POWER POLE AT INTERSECTION OF RICH & HARRIS COURT EL. 100.00 EXISTING CURB NO. DATE BY APPR. �IYI611ilYY0lYWlll!{dl� 1 EDGE OF EXISTING ACP 108 104 100 96 L1J U 11 N a) 0 O 0+ 00 30' A/2 TOC EL 101.8 18' REVISIONS HARRIS COURT STA 0 +80.52 INSTALL CURB INLET. SEE SPOKANE COUNTY STANDARD DETAIL SHEET# B -8 FLOW FLOW 01 01 SEE DETAILS SHEET FOR HARRIS COURT TYPICAL CROSS SECTION DETAIL. 1 - - +- co CUL -DE -SAC STA 2 +93.48 ACP EL 103.15 s /G S > SEE PHASE 1 C NSTRUCTION PLANS FOR RIC AVE CURB DESIGN TOC EL EL 100.91 qR STA 1+64.11 RICH AVE TPC EL 102.13 SEE PHASE I CONSTRUCTION I PLANS FOFIZ RICH AVE CURB DESIGN I REPRESENTS CURB FACE 0 O STA 0 +50, 25' LT-' INSTALL TYPE "A" DRYWELL. SEE SPOKAE COUNTY STD DET SHT B -1 ....... ............................ CR STA 0 +88.10 RICH AVE TOC EL 100.61 0+ 40 CR STA 0 +38 TOC EL 100.72 • • ' • ' ' ........ .. • • r CR STA 0 +38 TOC EL 100.72 5 FOOT DRAINAGE EASEMENT I u) 0i 0) SEAN DESIGNED BY SEAN DRAWN BY '-G14ECKED BY 00 0 LOT 1 12' WIDE '208' BASIN EXTENDED FROM PHASE 1 CONSTRUCTION TO STA 0 +80.52 HARRIS COURT SEE DETAIL SHEET FOR '208' PLAN. LOT 8 50' VC Co of 0) 0+ 80 12' WIDE '208' BASIN BEGINNING AT SE CORNER LOT 1 EXTENDING TO STA 0 +80.52 HARRIS COURT SEE DETAIL SHEET FOR '208' PLAN. 9/30/93 DATE 9/30/93 DATE 1o_, DATE N N 0 O 0) O O 5 FOOT DRAINAGE EASEMENT 1+20 N O O EXISTING GROUND PROFILE AT CENTERLINE HARRIS COURT N O 0 r• 1+ 60 LOT 2 SETBACK LINE - m -� LOT 7 0 10' INTERIOR BLDG SETBACK TYPICAL N 00 0 2+00 W. 1801 BROADWAY, #110 SPOKANE, WA 99201 (509) 328 -5139 CR STA 2 -47.05 TOC EL 102.74 18' RT CR STA 2 +47.05 TOC EL 102.74 18' LT N O i ARROWS)NDICATE DIRECTION OF STORMWATER FLOW ON CURB GRADE CR STA 2 +47.05 TOC EL 102.92 25.34' RT CR STA 2 +47.05 TOC EL 102.92 25.34' LT O N O 2 +40 W o 0< �� >�O i i - JT$h!f _ 101 THAIN RD. LEWISTON, ID 83501 (208) 746 -2661 LOT 3 STA 2 +93.48 TOC EL 103.27 40' LT LOT 6 N C0 N) 0 2 +80 STA 2 +93.48 TOC EL 103.27 40' RT g_0 010 AROUND C1ORB PROPOSED FINISH GRADE 34 20 STA 3 +13.48 \ TOC EL 103.48 34.64' RT STA 3 +13.48 TOC EL 103.48 34.64' LT LOT 4 STA +33.48 TOC E 103.90 / LOT 5 10' UTILITY EASEMENT 10' UTILITY EASEMENT J HARRIS SUBDIVISION ROADWAY & DRAINAGE 20 0 10 20 1 1 1 (1 FICIAI PI IRI IC I1 ri IMFNT SPOKA V E COUNTY ENGI VEER'S OFFICE ORiGINAL PROJEOT# tPI("S$A SUBMI # I GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. RER RN TO COUNT( ENGINEER FILENAME: ROADPP OCT L. 13 4 1 °3 SPOKANE COUNTY ENGINEER ROADWAY PLAN & PROFILE 80 PROJECT: 4053 SHT 3 OF 4 EDGE OF EXISTING ACP NO. DATE I BY APPR. EXISTING CURB CONNECT TO EXISTING 6" STEEL LINE 120 100 80 1- 11.1 Oz ow En < E2 (-) = w w z z .73 ILI Lai I— I— Z Z 11.1 0 0 7z) STUB DRY SEWER AT STA 0+30- \ INSTALL 8" GATE VALVE 18' N 0) d 0+00 REVISIONS 30' 10 Ism 1- Lt. co r) 0 r`) t;iocd a 00 V) I— v) oLd. N 0) 0) 0-1- 40 10' c0 — INSTALL 5/8" X24" REBAR IN ACP OVER STUB FOR FUTURE LOCATION CAP END OF LINE FOR FUTURE CONNECTION OF SPOKANE SEWER SYSTEM 10 0) 0) SEAN DESIGNED BY SEAN DRAWN BY E KED BY LOT 1 4" SANITARY SEWER /— SERVICE LINE. STA 0+80 IE 89.36 TYPE " B" S SEE SPOKANE COUNTY ki STANDARD DETAIL SHT 111 U-15 (TYPICAL) Z) is 15 PROPOSED 8" WATER LINE LOT 8 HARRIS COU"T 4" SANITARY SEWER 11 SERVICE LINE. STA 0+80 I E 89.33 'TYPE "B" SEE SPOKANE COUNTY STANDARD DETAIL SHT U-15 (TYPICAL) EXISTING GROUND PROFILE AT CENTERLINE HARRIS COURT a) 0) 0) 0+ 80 9/30/93 DATE 9/30/93 DATE DATE PROPOSED SEWER LINE 0) EXPIRES 06/22/ 1+20 1" WATER SERVICE LINE 1" WATER SERVICE LINE. SEE DETAIL SHEET FOR TYPICAL SERVICE 8" 1/C SEWER ASTIR D3034 N 0 0 12' BETWEEN FOC AND END OF SERVICE ' TYPICAL 4" SANITARY SEWER SERVICE LINE. STA 1+78 IE 90.82 "TYPE "3" L=265' S=0.015 N 0 1+60 LOT 2 MAINTAIN 10' MINIMUM SEPARATION BETWEEN WATER & SEWER LINES PROPOSED 8" SEWER LINE LOT 7 4" SANITARY SEWER SERVICE LINE. STA 1+78 IE 90.82 TYPE "3" 1" WATER SERVICE --P— LINE co 2+00 1" WATER SERVICE LINE IENGINHHRS e W. 1801 BROADWAY, #110 SPOKANE, WA 99201 (509) 328-5139 'V* 4" SANITARY SEWER SERVICE LINE. STA 2+70 S SEE DETAIL SHEET. / IE 92.40 TYPE "8" 4" SANITARY SEWER SERVICE LINE. STA 2+70 SEE DETAIL SHEET. IE 92.40 TYPE "3" PROPOSED SEWER LINE 0 0 2+40 s- ,. or am w Alum moo rerrir . r _AU AWL 411111111 WNW MIMI/ 411■4111■• 11111■11 MEW Alow /NM' NMI v AM w AWN/ it .41111111111 WNW Nt II all WWII ill1111111 MN I I 1 I ••• 11111111 MN It 0 - SURVIEYOR'S 7 1" WATER SERVICE LINE PROPOSED 8" WATER LINE 1" WATER SERVICE LINE 10 101 THAIN RD. LEWISTON, ID 83501 (208) 746-2661 LOT 6 LOT 3 SSMH STA 2+99 RIM EL 103.12 IE 92.28 N) 2+80 MAINTAIN 4.5' MINIMUM COVER OVER WATER LINE 0) INSTALL 4-5' BEND INSTALL 45' BEND 129.2E / 43..91DI LOT 4 4" SANITARY SEWER SERVICE LINE. STA 2+90 SEE DETAIL SHEET. IE 92.90 TYPE "13" INSTALL FIRE HYDRANT WITH GATE VALVE SEE SPOKANE COUNTY STANDARD DETAIL SHEET # U-1 FOR DETAILS 1" WATER SERVICE LINE PROPOSED 8" WATER LINE WATER SERVICE LINE W 4" SANITARY SEWER SERVICE LINE. STA 2+90 SEE DETAIL SHEET. IE 92.90 TYPE "8' LOT 5 ,e 04-41, INSTALL 8" — GATE VALVE HARRIS SUBDIVISION UTILITY SHEET INSTALL 8" X8" X8" z- TEE. CAP NORTH DIRECTION CONNECT TO EXISTING 6" PVC ON WOODLAWN ROAD. APPROX. 270' WEST OF TEE MAINTAIN 4.5' MIN COVER. 20 ORIGINAL oROJECT # Ple,s% A SUBMITTAL # 1 GRAPHIC SCALE 0 10 20 ao ( IN FEET ) 1 inch = 20 ft. NOTE: ALL MECHANICAL JOINT WATER FITTINGS ARE TO BE INSTALLED USING MEGA LUG FASTENERS OFFICIAL PUBLIC DOCUMENT SPOKANE COUNTY ENGINEERS OFFICE RETURN TO COUNTY ENGINEER FILENAME: SEWERPP L 0 2S3 80 SPON ARE COUNTY ENMEE.13 WATER & SEWER PLAN & PROFILE PROJECT: 4053 SHT 2 OF 4 1 A : 1 1 1 1 ; 1 NO. DATE BY I APPR. R/W Aim .4444 ---- 7 / SPOKANE COUNTY TYPE "A" CURB. 3 LINE POND WITH SOD OR GRASS TURF REVISIONS .2' MIN DRAINAGE EASEMENT AS SPECIFIED ON PLANS DRAINAGE STRUCTURE TYPICAL '208' POND WITH DRAINAGE STRUCTURE SECTIONAL VIEW 18/ EXPOSE 6" CURB FACE (TYP.) / PROPOSED ASPHALT PATCH CLEAN CUT EXISTING ASPHALT PRIOR TO CONSTRUCTION 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. -- VARIES TYPICAL SECTION - RICH AVENUE SEAN DESIGNED BY SEAN DRAWN BY ' NECKED BY TOP OF CURB ELEVATION GRATE ELEVATION f FLAT POND BOTTOM ELEVATION AS SHOWN ON PLANS. NOT TO SCALE 60' ROW NOT TO SCALE 9/30/93 DATE 9/30/93 DATE 10 -L-93 DATE STREET ROW UNE EXPIRES 08/22) c y t 7' VARIES EXISTING ASPHALLT CURB DROP NORMAL GUTTER UNE ELEVATION R/W ASPHALT PAVEMENT or • ■ $ � a - s_ • ow III arm N1 =r at /EMGON /ElEZS SLIFfVIEVC W. 1801 BROADWAY, #110 101 THAIN RD. SPOKANE, WA 99201 LEWISTON ID 83501 (509) 328 -5139 (208') 746 -2661 7' CUB " SEE SSTANDARD SHEET A-3 //w M4/iV � 9; noJz / 4QEAST CCIRe T/CI'v S?: /PVC. INA MA/A/ 5& v,c_E SaaarxE RKC. MA /A/' SAC 4e /0/5, L:.KZ 045,41/771- 434.4 //e z . Q /ce Rx.YE77/YI- G .: . OR C-,�4 V. 1 /P SF� .V/CL PY/C"E. 18' CURB FACE 50' RIGHT OF WAY 18' r 3/ 4% ir • i ' ALT CO E COWT G noac TOP =ROE 01 ACCONDANCL Nth WSOOT 3PEQ11CA11010. TYPICAL ROADWAY SECTION HARRIS COURT NOT TO SCALE /VO f. M.67 s /NS7AL./ /I? E4 41 E/ti/7".s S4/4 LL N.4 VE OUT _ i2 F_ .4,Q 7z /Zpc C E9/.../AL. • • ,erx wo G //VE 1 u UMIT OF INSTALLATION INSTALLED BY OTHERS TRENTWOOD .IRRIGATION DISTRICT No. 3 HARRIS SUBDIVISION DETAIL SHEET .1 c c �yET 43OX w/ N 1../17 /0.11/A EMETER(cu. METER. YCsies.E S727p cLA 5 S7Q NAYS 4500 B44L VALVE C4M4/,'/ /.,//`' OW-SEAL W/ 25k#'96 C./ cuR43 , 7z7rc STANDARD RESIDENTIAL SERVICE CONNECTION 81 METER ASSEMBLY - 70 x4 L OFFICIAL PUBLIC DOCUMENT SPOKANE COUNTY ENGINEER'S OFFICE ORIGINAL PROJECT # PI/083A SUBMITTAL # RETURN TO COUNTY ENGINEER FILENAME: DETAIL2 u n,� ; r 1:.,.!•. SPO;LAP°E COUNTY ENGINEER PROJECT: 4053 SHT 4 OF 4 .i EVA 15T ADDITION PLAT 13/40 EVA AQDITION 0 25 50 NO. DATE BY APPR. SCALE: 1" ° 50' 100 PLAT 12/55 EVA 2ND ADDITION PLAT 13/56 Fp. O A � 41.60' a cn p 2 a cy 0 0 FD• 20' co 4 c i _ 20' 1 J FD I - 1 8 FE \ o \ 20' c0 0 P/ PE RICH AVE R1 4 7. 9 2 ' REVISIONS 5URVEY PROCEDURES WEST LINE OF THE EAST 394.00 FEET OF GOVT LOT 3 DEARING5 AND DI5TANCE5 SHOWN HEREON ARE BASED ON A 5ER 1E5 OF CHECKED MEASUREMENTS MADE WITH A LIETZ 5ET 4 TOTAL STATION BY WYATT - JAYKIM ENGINEER5, INC., IN JUNE 1993 BA515 OF BEARING BEARINGS ARE BASED ON THE CENTERLINE OF R ICH AVENUE A5 5HOWN PER PLAT FILED IN BOOK 15, PAGE 55 NORTH SOUTH GOVT LINE OF THE ONE - THIRD OF LOT 3 589'12'46 "E 588'07'35 "E 369.22' 253.54' f a y : i : ON EASEMENT LOT 4 L. 1 L 3 g 589'06'00 "E S2 101.72' : PIPE. • • LOT 2j 25' 1 o N89'06'0 0 "W 101.72' 20' ! LOT 1 L.._.._.. N 101.72' • 25' 1 FD BOLT CLIENT PROJECT MANAGER PROJECT ENGINEER 0 W ?V, - 0 0 t,-- O kfl 0 .53 /0,';' N ...... N 3 Z -" 9 � r ?o,-5-... F./ h �33 o L. 20' _ 1 1 12 . Vi. 0 04 50' c1 dJ O 0 zo CN co od cr- 0 L•'� 253.44' N8 9 °06'00 "W APPI? OVED 1f5Y - 126.77' L-OT 5 L. N89'06'00 "W 345.91' 394.06' R2: 589'12'03 "E R2= 588'0736'E N 20' �p . �4h� °` 20, moo - / o\ 25' 1 I 1 25H LOT 7 i 0 101.72' • 101.72' . OT L? 589 "E o N89 'W 0 101.72' 20' 1 20' 25 . . 1 LOT 81 20 ' CN co 6- DATE DESIGNED BY DATE DRAWN BY DATE CHECKED BY 0 0 tri 0 08 U '0 O 394.00' 1 369.26' is i! ;F 588'07'35"E 115.68' f - - EAST LINE OF THE WEST 253.41 FEET OF THE EAST 394.00 FEET OF CGOV'T LOT 3 115.62' as a. 369.06' R 1= N89'06'00 "W 346.13' EXI5TING WIRE FENCE N O 0 O 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 BOOK 13 OF PLATS PAGE 56 DATE DATE DATE ' U ILDING 5ETI3AGK LI NE5 N N 25' 25' 25' 0 LEGEND • FOUND 1" PIPE, UNLE55 NOTED OTHERWISE FOUND 5/8" ROAR WITH PLASTIC CAP MARKED "L5 22961", PER PHASE 1 OF HARRI5 5UBDIVI5ION O SET 5/8" ROAR WITH PLASTIC CAP MARKED "L5 22961" a = D. REDAR AT SW COR GOVT LOT 3 _ I g = ENG /IVEEKS 2 i I. - ■ W. 1801 BROADWAY, #110 SPOKANE, WA 99201 a r r s ■ M —i 5Uk VEYOK5 DEDICATION AND DECLARATION KNOW ALL THESE MEN BY THESE PRESENTS, THAT MICHAEL ETHAN HARRI5 AND LIDA RO5E HARRIS, HUSBAND AND WIFE, HAVE PLATTED INTO LOT5, BLOCKS AND STREETS THE LAND SHOWN HEREON TO BE KNOWN A5 HARRIS 5UBDIVI5 PHASE 2, SAID LAND BEING DESCRIBEO A5 FOLLOWS: THE WEST 253.41 FEET OF THE EAST 394.00 FEET OF THE SOUTH ONE ?THIRD OF THE EAST 1038 FEET OF GOVERNMENT LOT 3 IN SECTION 3, TOWNSHIP 25 NOR TH, RANGE 44 EAST, WILLAMETTE MERIDIAN, LYING NORTH OF THE SOUTH 30 FEET; EXCEPT THAT PORTION DESCR IBED A5 FOLLOWS: BEGINNING AT A POINT ON THE WEST LINE OF MCDONALD ROAD WHICH 15 7.00 FEET SOUTH OF THE NORTH LINE OF 5A ID SOUTH ONE THIRD OF GOVERNMENT LOT 3; THENCE NORTHERLY, ALONG SAID NORTH LINE, TO A POINT WHICH 15 394.00 FEET WE5TERLY , MEASURED AT RIGHT ANGLES, FROM THE EAST LINE OF SAID GOVERNMENT LOT 31 THENCE 5OUTHEA5TERLY TO THE POINT OF BEG INNING- SITUATE IN THE COUNTY OF SPOKANE, STATE OF WASHINGTON. 5UBJECT TO RE5ERVATIONS OF RECORD AS CONTAINED IN SPOKANE COUNTY AUDITOR'S FILE NUMBER5 567397 AND 734478A. THE PLATTOR(51 00 HEREBY DEDICATE TO SPOKANE COUNTY, FOR PUBLIC USE FOREVER, THE 60 FOOT WIDE STREET AND 50 FOOT RADIU5 CUL DE SAG TO BE KNOWN HARRI5 COURT, A5 RIGHT OF WAY FOR ROAD PURPOSES A5 SHOWN HEREON. UTILITY EASEMENTS ARE HEREBY GRANTED TO THE 5ERVING UTILITY GOMPAN OVER A TEN FOOT WIDE 5TRIP LYING ON BOTH 510E5 OF HARRIS COURT AS SHOWN HEREON. I. BUILDING 5ETBACK5 SIDE YARD AND REAR YARD SETBACKS SHALL BE DETERMINED AT THE TIME BUILDING PERMIT5 ARE REQUESTED UNLE55 THESE SETBACKS ARE SPEC IFIGALLY DRAFTED ON THI5 FINAL PLAT. THE 5ETBACK5 INDICATED ON THI5 PLAT MAY BE VARIED FROM IF PROPER ZONING APPROVAL-5 ARE OD TA !N ED. 2. PUBLIC WATER 5YSTEM5 THE PUBLIC WATER 5YSTEM, PURSUANT TO THE WATER PLAN APPROVED BY COUNTY AND 5TATE HEALTH AUTHOR ITIE5, THE LOCAL FIRE PROTECTION DISTR!GT, COUNTY BUILDING AND SAFETY DEPARTMENT AND WATER PURVEYOR, SHALL BE INSTALLED WITHIN THIS 5UBDIVI5 AND THE APPLICANT SHALL PROVIDE FOR INDIVIDUAL DOMESTIC WATER SERVICE AS WELL AS FIRE PROTECTION TO EACH LOT AND PRIOR TO I55UANGE OF A BUILDING PERMIT FOR EACH LOT. 3. PRIVATE WATER SYSTEMS U5E OF PRIVATE WELLS AND WATER SYSTEMS 15 PROHIBITED. 4. PUBLIC SEWER CONNECTION EACH NEW DWELLING UNIT SHALL BE DOUBLE - PLUMBED FOR CONNECTION TO FUTURE AREAWIDE COLLECTION SYSTEMS. 5. ON - SITE SEWAGE 5YSTEM SUBJECT TO SPECIFIC APPLICAT APPROVAL AND I55UANGE OF PERMIT5 BY THE HEALTH OFFICER, THE USE OF AN ON -SITE SEWAGE 5YSTEM MAY BE AUTHORIZED. 6. UTILITY LOCAL IMPROVEMENT 015TRICT THE OWNER(5) OR SUCCE550R(5) IN INTEREST AGREE TO AUTHORIZE THE COUNTY TO PLACE THEIR NAME(5) ON A PETITION FOR THE FORMATION OF ULID BY PETITION METHOD PURSUANT TO RCW 36.94, WHICH PETITION INCLUDES THE OWNER(5)' PROPERTY; AND FURTHER NOT TO OBJECT BY THE S IGNING OF A PROTEST PETITI A GAIN5T THE FORMATION OF A ULID BY RESOLUTION METHOD PURSUANT TO RGW CHAPTER 36.94 WHICH INCLUDES THE OWNER(5)' PROPERTY. PROVIDED, 71HI5 CONDITION SHALL NOT PROHIB THE OWNER(5) OR SUCCE550R(5) FROM OBJECTING TO ANY AS5E55MENT(5) ON THE PROPERTY AS A RESULT OF IMPROVEMENTS CALLED FOR IN CONJUNCTION WITH THE FORMATION OF A UL BY EITHER PETITION OR RESOLUTION METHOD UNDER RC CHAPTER 36.94. IN WITNESS THEREOF, THE UNDERSIGNED HAVE CAUSED THEIR NAMES TO BE AFFIXED THIS DAY OF 199_ MICHAEL ETHAN HARRIS ACKNOWLEDGEMENT STATE OF WASHINGTONJ COUNTY OF SPOKANE 1 ON THI5 DAY PERSONALLY APPEARED BEFORE ME MICHAEL ETHAN HARRI5 AND LIDA RO5E HARRIS, HUSBAND AND WIFE, TO ME KNOWN TO BE THE INDIVIDUAL5 DESCRIBED IN AND WHO EXECUTED THE WITHIN AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED THAT THEY 5IGNED THE 5AME AS THEIR FREE AND VOLUNTARY ACT AND DEED, FOR THE U5E5 AND PURPOSES THEREIN MENTIONED. GIVEN UNDER MY HAND AND SEAL THE OA Y OF 199 NOTARY SEAL RESIDING AT: MY APPOINTMENT EXPIRES: i a . —- _ �. � _ ., 'a9 h ,s- h 101 THAN RD. LEWISTON, ID 83501 ,mm :55 LIDA RO5E HARRI5 NOTARY PUBL IN AND FOR THE STATE OF WASHINGTON 5EGTION INDEX X GOVT LOT 3, SECTION 3 T. 25 N., R. 44 E. FINAL PLAT HARRIS SUBDIVISION ECEu\V p J NOV 151993 SPOKANE COUNTY ENGINEER 11/4/93 4053PLT2DWG AUDITOR'S GERTIFIGATE FILED FOR RECORD THIS DAY OF , 199 AT M. IN BOOK OF PLATS AT PAGE AT THE REQUE5T OF WYATT- JAYKIM ENGINEERS. SURVEYOR'5 CERTIFICATE THI5 MAP CORRECTLY REPRE5ENT5 A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIRMENT5 OF THE 5POK „ ,,;;;,,,,,;;; "!, ..,, ;' • VISION. I 114 Q q Ry_ CO. �o yti dl t EXPIRES 7/29/ SARA MARKS, L.5. 22961 5POKANE COUNTY UTILITIE5 DEPT. EXAMINED AND APPROVED THI5 DAY OF 199 DIRECTOR, SPOKANE COUNTY UTIL ITIES SPOKANE COUNTY ENG INEER EXAMINED AND APPROVED THIS DAY OF 199_, SPOKANE COUNTY ENGINEER SPOKANE COUNTY AUDITOR DATE: SPOKANE COUNTY PLANNING DEPT. EXAMINED AND APPROVED THI5 DAY OF 199 DIRECTOR, SPOKANE COUNTY PLANNING DEPT. 5POKANE GOUNTY HEALTH 0I5TRICT EXAMINED AND APPROVED THI5 DAY OF 199_, SPOKANE COUNTY HEALTH OFFICER 5POKANE COUNTY A55E550R EXAMINED AND APPROVED THI5 DAY OF 199_, SPOKANE COUNTY A55E55OR BY DEPUTY 5POKANE COUNTY COMMI55IONER5 THI5 PLAT WAS APPROVED AND ACCEPTED DY THE COUNTY GOMMI55I0NER5 OF 5POKANE COUNTY WASHINGTON, ON THI5 DAY OF 199 GHAIRMAN, SPOKANE. COUNTY COMMISSIONERS 5POKANE COUNTY TREASURER I DO HEREBY CERTIFY THAT THE REQUIRED TAXES ON THE HEREIN PLATTED LAND HAVE BEEN FULLY PAID THI5 DAY OF 199 SPOKANE COUNTY TREASURER /c0014 FINAL PLAT OF THE HARRI5 5UDIVI5lON LOCATED IN A PORTION OF GOVERNMENT LOT 3, SECTION 3, T.25 N., R.44 E., W.M. SPOKANE COUNTY, WASHINGTON FOR MICHAEL HARK I5 PHASE TWO C&OV'T LOT 3, SECTION 3, T24N,R44E FILENAME: 4053PLAT 5HT 1 OF 10F NO. DATE ` BY APPR. REVISIONS GRAPHIC SCALE (IN FEET ) I inch = 50 ft SEAN DESIGNED BY " SEAN DRAWN BY 6i CHECKED BY 12/13/93 DATE 12/13/93 DATE 12/13/93 DATE E XPIRES 06/22/ -VA AD n � 0 cy n o1 0 DITION 0. AM OM .,, S. My Amu AO lea& AA AtO1 Arc I r ado lara IMF raw ffir IENGONlE/ERS W. 1801 BROADWAY, #110 SPOKANE, WA 99201 (509) 328 -5139 N. / N 70 0 are area arsaaatalli / 25' ��`1RIC mar Rita ray su , V YORS .ar. .., WNW *at Aeffieta Ke tame radar AO SW OS AA sanwits » — x 101 THAIN RD. LEWISTON t ID 83501 (208) 746 -2661 .si \ \ ` \_ I \__`... - - 1 1 \ ......aaarar° 1 .,--\ \ N.-- ■ \\ \ '0 \ \ \\ \\‘ ` "■\ `\\ 1 \\\\\ *4 'k \ \ \ \\\ \\\\ \\ w n 0 / __ - / (--- , -- ,___----- (--.--____--- _ .....,_......,. 1 ' I� 1 1 1 ( ,--- - Y )) (r( '.---- ------ ' c "\\ \ \ ) \ „:„..\\ \ 0 _,--------- ::: "_\ 0 \ Jo \,\\ \i , \\ ...,. 1 1 ,1 \\ , 1 _ in wir.- �� \ ,.._,,,,,,‘„, .._ \./ HARRIS SUBDIVISION PROJECT OVERVIEW ■ TR DOTS REPRESENT GENERAL AREA OF PHASE 1 CONSTRUCTION NTWOOD ORC IRLEOZI a.wu, ARDS FILENAME: OVER OVERVIEW SHEET , .. 15.43 PROJECT: 4053 1683 F; SHT 1 OF 3 NO. 1 DATE • 1-oacQ k o \o v s cov- • t Ave, U+x' R.. \ -e. - Cit vo yks 1 ee?l�- 1 TrynAl tc n l¢. , G c ∎ o,n LocQ..\ Qc CQ b SkQ s rev» pla,.■ 1na.1cab, 4 , rAfi'vblenftexa aloft Phase EXISTING CURB BY APPR. EDGE OF EXISTING ACP 30' / 108 104 100 96 B ER TOC EL �) 30' • ' SI Vl N 0) O • O 0 0 0 UL -PE- ±9 3;4 z . NW REVISIONS O O �- SEE PHASE I C NSTRUCTION PLANS FOR RIC;1 AVE CURB DESIGN CR STA 0 +88.10 RICH AVE TOC EL 100.61 N L() 0) 0) R20' 0 +40 '4 • . • .. • CR STA 0 +38 TOC EL 100.72 U) N 0) 0) SEAN DESIGNED BY SEAN DRAWN BY CHECKED BY 0) 0) LOT 1 -1-- SEE PHASE 1 CONSTRUCTION 1 PLANS FOR RICH AVE CURB DESIGN co 0) 20 CO 0 GS < Ff C' 0 +80 L - 12' WIDE '208' BASIN BEGINNING AT SE CORNER LOT 1 EXTENDING TO STA 0 +80.52 HARRIS COURT SEE DETAIL THIS SHEET FOR '208' PLAN. R 18.0' �— WIDb'208' BASIN EXTENDED Li �- R20' L 26.5' / PHASE 1 CONSTRUCTION + • y ! ? • HARRIS COURT FOR '208' `- 1 CR STA 1+64.11 RICH AVE h 1 �5 FOOT DRAINAGE . - -,, ./ EASEMENT ■\1t,‘7 Gay 1 LOT 8 2/22/94 DATE 2/12/94 DATE DATE 0 N O O 1 10 5 FOOT DRAINAGE EASEMENT GRAPHIC SCALE 20 ( IN FEET ) 1 inch = 20 ft. 1+'20 QJ 40 -Proms cA.D. \I c. c.a \ c'� 50 , is x-00 S\ -,,or} EXISTING GROUND PROFILE AT CENTERLINE HARRIS COURT N O O 1+60 s= 0.01 LOT 2 SHADING REPRESENTS PROPOSED ASPHALT LIMITS -\ SETBACK LINE LOT 7 80 y AOF IMMO 10' INTERIOR BLDG SETBACK TYPICAL I N 0 O J 2+00 W. 1801 BROADWAY, #110 SPOKANE, WA 99201 (509) 328 -5139 N N O = rir ar m_ R 16.5' L 14.6' 30.6'm 0 r: R 16.5' L 14.6' 2 +40 Aar 1■1 ENGINEERS 0 SURVEYORS VEYORS 101 THAIN RD. LEWISTON ID 83501 (208) 746 -2661 I ARROWS ,INDICATE DIRECTION DFSTORMWATER FLOW ON 1 CURB GRADE 0 LOT 6 STA 2 +93.48 TOC EL 103.27 40' LT Daa 9e•f A ppy,,,)a.r1 N (0 M 0 2 +80 LOT 3 STA 2 +93.48 TOC EL 103.27 40' RT ! ! s .0 010 AROUND CI iRB PROPOSED FINISH GRADE 3+20 STA 3 +13.48 \ TOC EL 103.48 34.64' RT STA 3 +13.48 TOC EL 103.48 34.64' LT STA +33.48 TOC E 103.90 LOT 4 10' UTILITY EASEMENT 10' UTILITY EASEMENT LOT 5 1— Z w w 0 J \,• SPOKANE COUNTY_ TYPE "A" CURB. R /W 2Z .2' MIN 3 _ P d. b > = 50 - �Y ds,.le , 9,1 CL ay.� re)c i 1e b r c G>l \ - dx. - 50-c. (A -� S�oW c-�r ihlels �n pro t �1 --- l_-a pl ass maga . 1' RADIUS TYPICAL HARRIS SUBDIVISION ROADWAY & DRAINAGE DR MACE EASEMENT AS SPECIFIED ON PLANS -- 2' TIP. 1 1 11 111 1 \ '-- CONCRETE CURB �' ASPHALT ,/ 18' 2% Typ. 2" CLASS "B" ASPHALT CONCRETE CONTAINING 5 3/4% TO 6 1/4% ASPHALT ON -" CRUSHED ROCK TOP COURSE IN ACCORDANCE WITH WSDOT SPECIFICATIONS. 2 7 1 8 RICH AVENUE \ ob1 FLAT POND BOTTOM ELEVATION AS SHOWN ON PLANS. TYPICAL '208' POND WITH DRAINAGE STRUCTURE SECTIONAL VIEW A—� A • 50' RIGHT OF WAY HARRIS COURT STA 0 +00 TO 2 +47.05 WELLESLY AVENUE HEROY AVENUE PROJECT LOCATION LOCATION MAP TOP OF CURB ELEVATION GRATE ELEVATION - 5' V \ UNLESS 4' THERW TM. SPECIFIED 11 STREET ROW UNE TYPICAL CURB DROP 18' 2% T. 1rov de. Aoo "4..t4\1 1,,C•1, slrx tt be r eloc- wA'e.d rio•r AID "(-or,51- u 1 , D� roct_ .S o r dV atnat, CLC�‘1,14 r FILENAME: ROADPP t S 17o1c c� Pe' A KIn CONCRETE CURB TYPE NORMAL GUTTER ELEVATION DROPPED GUTTER ELEVATION CONCRETE APRON 1' RADIUS TYPICAL NORMAL GOITER UNE DROP GUTTER UNE = 7' 2% 4a,\ to e -k-es 1 r rtsu -'C S j . - Dr‘t u .544,1,1\ ho & O Q(U.Vt. ROADWAY PLAN & PROFILE R/W PROJECT: 4053 NORMAL GUTTER LINE ELEVATION ASPHALT PAVEMENT oart, •. ` Loss p 14 0, ay. went bclrrle4 c iid. a1 YA�e ( e we.jo�2 W � 4.t i 1.�.v U �d.b Y C„ OGO *'� Jr eGcwro ^ > � + 6' ) S loy ,.. 0-et 1 SHT (2> OF CM 7 1,4% \ ti.� t'& TBM -NAIL SET IN NORTH SIDE OF POWER POLE. • EL ASSUMED TO BE 100.00 STA STA TOC LEFT CENTERLINE TOC RIGHT NO. I DATE CORRESPONDS TO EXTENDED WEST LOT 1 PROPERTY UNE CURB INLET - STA 0+42.07 TOC EL 99.81 CUT EL 99.14 VERIFY CATCH BASIN LOCATIO V Q CR STA 0 +88.10 RIC 4 AVE TOC EL 100.57 CR 5T 1 +64.11 TOC E 2.40 EDGE OF EXISTING ACP 10C 100 1ES 2 -00 2 -50 z c BO 5 0 00 BY I APPR. z 0 PHASE I '208'-- W BAS I. N&D ^" TAPER TO 18' WIDTH Z BETWEEN 0 +00 AND M /0 +30 MATCH EXISTING TOC TOC EL 99.65 - 98.32' 1 +28.72 RICH 0 +00 HARRIS r , TA 23.35 DC EL 161. EXISTING CURB- 1 1 - -END TAPER STA 0 +30 � EXIST CATCH BASIN RI C" 8.70 PROTE 16. 1- o r• INS - ALL STREET SIGN r Io I I � I' 1 (: 1 L I \-STA 2 +53.14 TOC EL 106.66 MATCH PHASE 1 PLANS SEE PROFILE FOR ADDmONAL ELEVATIONS 0 1Ei 1Nn h o$ - g d 1'nd o d NO. CI m 00; In EE 60' VC o + A d d od g , 8 98.32' g EE 80' VC 40 +8 0- LOT 1 50 d 8 8 + 8 g RE 60' VC it? N� o N p 0o 8 $o g a d 50. E0 7 AND STOP SIGN 8.5'��WIDE '208' BASIN BEGINNING gO T STA Q 84.52-)�RISS 0U&T p� 38 INSTALL r P A�` 100.73 DRYWELL, W E • F&G RIM EL 99_ in 9837' 208' BOTTOM EL 98.95 ao� 08 zN d ? O g 1 +00 REVISIONS cigALyAr. L. 0 `la; 5O O es.? 1+50 25 98.32' 1.0T 2 5 F SETBACK LINE SHADING REPRESENTS PROPOSED ASPHALT UMTTS _. 98.32' A \ _J;_ 98_32_ 98.32' _5' WIDE '208' N EXTENDED BOTTOM R 18.0' OM PHASE 1 CO UCTION L 26.5' • STA 0+80.52 HARRIS COURT N EL 101.57 - M '208' BOTTOM EL 4 98 95 - h T 10' INTERIOR BLDG/ FOOT DRAINAGE N SETBACK TYPICAL LOT 8 o LOT 7 98.32' GRAPHIC SCALE HARRIS COURT PROPOSED FINISH GRADE \ - EXISTING GROUND PROFILE PROPOSED FINISH GRADE 50 \--EXISTING GROUND PROFILE PROPOSED FINISH GRADE ( IN FEET ) 1 inch = 50 ft `- EXISTING GROUND PROFILE z oo Er- �O 2+00 EL ��:1. 7 -I- 4.26' • 32.97' N 0 ARROWS INDICA TE DIRECTION ST11 2+93. 3 OF C SC GC FLOW ON ' LT 1 100 zp� go ES 2+50 SEAN DESIGNED BY SEAN DRAWN BY 1 CHECKED BY STA 2 +93.48 TOC 103.39 0 O al Qi LOT 3 142.46' LOT 8 m a 74'2 14- to O 0 liori Md cu.- DE -SAC CURB S..O.(10 • ALL STATIONS BASED ON CENTERLINE 146.78' 0 a r . N:. F ' CURB S -0. 10 ••••∎" • CUL-DE • ALL STATIONS BASS ON CENTTR IJNE • z n ZS � 34 00 • F 3/8/94 DATE 3/8/94 DATE 3 1 led DATE STA 3 +15.98 TOC EL T03.63 38.97' LT\ LOT 4 10' UTILITY EASEMENT 10' UTILITY EASEMENT /13.114 STA 3+13848 TOC EL 104.10 CUL- -SAC A 2+ 48 ACP 103.82 STA 3 15.98 LOT 5 TOC 103.83 38 7'RT 55.36'j LU 2 0 N 46.73' sA rp - Md Nf g g J 40 m !EXPIRES 08/22/41 1 O O CD 1 RICH AVENUE R /W SPOKANE COUNTY TYPE "A" CURB. WETJ.ESLY AVENUE WWI WWI HEROY AVENUE 2 NOTE: SEE CITY OF SPOKANE STANDARD DETAIL SHEET B -8 FOR CURB INLET DETAIL. 2X PROJECT LOCATION LOCATION MAP _- rrir 7 AMP NM J 11 O a A v a W. 1801 BROADWAY, #110 SPOKANE, WA 99201 (509) 328 -5139 18' 50' RIGHT OF WAY 18' 2% TVP• 2% Typ. 2" CLASS "B" ASPHALT CONCRETE CONTAINING 5 3/4% TO 6 1/4% ASPHALT ON 10" CRUSHED ROCK TOP COURSE IN ACCORDANCE WITH WSDOT SPECIFICATIONS. NMI III1MM : _ - -- HARRIS COURT STA 0 +00 TO 2 +47.05 A.F. GIN/EGRS SUR l / U ®!/"ilS 101 THAIN RD. LEWISTON ID 83501 (208) 746 -2661 DEVELOPERS APPROVAL 2X DEVELOPERS SIGNATURE DATE OE' APPROVAL R/W 7' -a NOTE ANY CONFLICTING UTILRIES SHALL BE RELOCATED PRIOR TO CONSTRUCTION OF ROADS OR DRAINAGE FACILITIES. 120 115 110 105 100 95 m 0 -00 S- 0.0038 - 0 -50 S- 0.0192 0 �n * +0 0 t ,d WWW WJr **Jr RICH AVENUE r$7 N.� `-EXISTING NORTH EDGE OF ACP 1 -00 1 -50 S- 0.0358 3 3 \ 5- 0.0490 2 -00 DRAINAGE EASEMENT AS SPECIFIED ON PLANS .2' MIN DRAINAGE EASEMENT AS SPECIFIED ON PLANS .2' MIN 50' VC P ROPOSED TOP TOP OF CURB 2 -50 HARRIS SUBDIVISION PH 11 ROADWAY & DRAINAGE TOP OF CURB ELEVATION GRATE ELEVATION FLAT POND BOTTOM ELEVATION AS SHOWN ON PLANS. TYPICAL '208' POND WITH DRAINAGE STRUCTURE SECTIONAL VIEW TOP OF CURB ELEVATION WW ,{I W Jt W W W WW +YJt W W W W W W J. *Jo W Jr J. J. FLAT POND BOTTOM ELEVATION AS SHOWN ON PLANS. TYPICAL '208' POND WITHOUT DRAINAGE STRUCTURE SECTIONAL VIEW P WISE 1 TOP OF CURB 0 ,0 N O w W 0 O 3 -00 3 -50 STREET ROW UNE SEE SPOKANE � C L OUm' 1. E D E NOT ON PLAN. STREET ROW UNE 4-00 5' F F 7' r r .5' NSTALL GRASS SOD OR TURF _J 1 3 40 NOTE: WRAP ORYWELL. BARREL AND GRAVEL ENVELOPE WTTH FILTER FABRIC. AMOCO #4545 OR APPROVED QUAL) CURB DROP CURB DROP NORMAL GUTTER UNE ELEVATION ASPHALT PAVEMENT t ROADWAY PLAN 8c PROFILE NORMAL GUTTER UNE ELEVATION IIIIIIIII, ASPHALT PAVEMENT MAR 0 81994 P0ME- COUNIY BEER PROJECT: 4053D FILENAME: ROADPP I SHT 1 OF 1 TBM -NNL SET IN NORTH SIDE OF POWER POLE. EL ASSUMED TO BE 100.00 CORRESPONDS TO EXTENDED WEST LOT 1 PROPERTY UNE' f v( CURB INLET . STA 0+42.07 TOC EL 99.81 CUT EL 99.14 VERIFY CATCH BASIN LOCATIO 4 TOC LEFT CENTERLINE CR STA 0 +88.10 RIC I AVE TOC EL 100.57 STA 0+00 STA 0 +00 HARRIS RICH m A 3.35 .74 'OCIEL 101.67 EXISTING CURB CR <i 1 +84.11 TOC 17_ 2.40 EDGE OF EXISTING ACP PHASE 1 '208' W>L & D 2 -00 10C 10E 189 100 TOC RI3HT 10e 0 -50 U 1 -50 t rn 8 d z W 0 +00 NO. DATE I BY I APPR. I m U . p t . TAPER TO 18' WIDTH BETWEEN 0 +00 AND g /0 +30 MATCH EXISTING TOC TOC EL 99.65 98.3T -END TAP4#R STA 0+30 /../B . -EXIST CATCH BASIN . PROTEC 8.70 8 ( U n LOT 1 o ` INS - ALL = - EET SIGN AND STS P SIGN 8.5' WI' 2088' BASIN BEGINNING AT � � E . 1 EER +80.5 A R EXTENDING GO U STA 0+50...25' T DRYYW RIM EL 99. rn . ; ?.. 208' BOTTON F1. - 2 -SO \-STA 2 +53.14 TOC EL 108.88 MATCH PHASE 1 PLANS SEE PROFILE FOR ADDmONAI. ELEVATIONS a N I n C.4 +$ 08 gid 6- VJ o+ " < dd gg g -"-t. 5 '"0.0174 - ••••11, - 1 .205. BOTTOM P007 DRAT ENT Ira 98_32_•_ 5' WIDE '208' OM PHASE 1 CO STA 0 +80.52 10T 8 98.32' 8 ft d 50 � ' VC 47.32' E98.95 t ;_ , o d 80' VC 0 / Q. I d mod /o0 d +o + o_ d 60' VC OMPII ao� co 0 zN 80) 3 g 0+50 1+00 REVISIONS k '/,h o kw 98.32' LOT 2 A 5 E EASEME SETBACK LINE 98.95 EXTENDED 6 UCTION RIS COURT L. 0 25 SHADING REPRESENTS PROPOSED ASPHALT OMITS 9H j 98.32' 6 98.32' 1 \0 1 1\11)k,3 PROPOSED FINISH GRADE `EXISTING GROUND PROFILE PROPOSED FINISH GRADE zo, 5 o wS 50 EXISTING GROUND PROFILE PROPOSED FINISH GRADE \-EXISTING GROUND PROFILE o 3 o BOTTOM 10' INTERIOR BLDG SETBACK TYPICAL EL 101.57 101 7 Q 't >M M) 1+'50 2+00 : ID a 1 •? - I 32.97' 1 GRAPHIC SCALE (IN FEET) 1 inch = 50 ft. ARROWS INDITE DIRECTION OF STORMWATER FLOW ON 1 17Tj C GRADE 100 RT 0 N O , N 2+50 SEAN DRAWN BY /..96P03 CHECKED BY 4.26 l SEAN DESIGNED BY STA 2 +93.48 TOC E, 103.39 /0 pyre 00 - 7 _ LOT 6 0 o" °i• o 2 N �P N 0 LOT 3 142.46' 146.76' z 3 +03 ST. , 2 +93. T0:EL 1 45 LT 200 MEI * ALL STATIONS BASED ON CENTERUNE • 8 M Md CO • +i _•� US CURB S..0 eel 0 • ALL STATIONS BASED ON CENTERUNE • 3/8/94 DATE 3/8/94 DATE r7 DATE STA 3 +15.98 TOC EL T03.63 38.97'LT\ d zo) 55.36'1 0 1 J LAT 4 1 0' U11U1• EASEMENT 10' UTIUTY EASEMENT X8.84 STA 3+138.48 TOC EL 104.10 COL- -SAC A 2+ 48 ACP 103.82 STA15.98 LOT 5 TOC 103.83 38 7' RT 0 co t Ti N M d M CUL-M-SAC CURB S'0. r10 46.73' EXPIRES 06/22/05 1- to N 0 1 RICH AVENUE R COUNTY TYPE "A" CURB. WELLESLY AVENUE i_ - JEW - HEROY AVENUE 2% 2 7 mm mw = ."• = 11 0 A PROJECT LOCATION LOCATION MAP NOTE: 59O1 % & COUAI-( SEE -C -I-W- -&F" U KAN STANDARD DETAIL SHEET B -8 FOR CURB INLET DETAIL. ? 7' - - 18' W. 1801 BROADWAY, #110 SPOKANE, WA 99201 (509) 328 -5139 ,_ bAgie, ro i 1 e5 :IP �Q- - P nbv; 61, c,U.Q.- prc :; Oak p io vh k'S cr_A 1 A -Ykivr uv - -Anok,.a 0 90\12, 50' RIGHT OF WAY am., mama* ow Jaw ma Aar am ENGINEERS e SURVEYORS 101 THAIN RD. LEWISTON ID 83501 (208) 746 -2661 18' 2% TVP. 2% Typ. 2" CLASS "8" ASPHALT CONCRETE,ONTAINING 5 3/4% TO 6 1/4% ASPHALT ON CRUSHED ROCK TOP COURSE IN ACCORDANCE WITH WSDOT / SPECIFICATIONS. e/ 4C IRIS - COURT STA 0 +00 '1'0 2 +47.05 DEVELOPERS APPROVAL 2% DEVELOPERS SIGNATURE DATE OF' APPROVAL R/W 7' NOTE: ANY CONFLICTING UTILIES SHALL BE RELOCATED PRIOR TO CONSTRUCTION OF ROADS OR DRAINAGE FACILITIES. 120 115 110 105 100 95 S ..0.0038 0 -00 0 -50 > e..cikov -Co I Z; c1\ 4vey.uL- S ..0.0192 1 -00 1 -50 EXISTING NORTH EDGE OF ACP S..0.0358 3 3 RICH AVENUE 81 6111 ZO 2 -00 11,0,14 . 1 - ( 11 + 1 5t-t/ .2' MIN J .2' MIN c�0 S- 0.0490 50' VC ROPOSED TOP TOP OF CURB 2--5x0 HARRIS SUBDIVISION PH 11 ROADWAY & DRAINAGE DRAINAGE EASEMENT AS SPECIFIED ON PLANS DRAINAGE EASEMENT AS SPECIFIED ON PLANS 3 -00 TOP OF CURB ELEVATION ,• .y GRATE ELEVATION Y j FLAT POND BOTTOM ELEVATION AS SHOWN ON PLANS. TYPICAL '208' POND WITH DRAINAGE STRUCTURE SECTIONAL VIEW TOP OF CURB ELEVATION k *..*•• WW Jr 4,4 WW slo L . WW WW WW W WW WW W.W.I, V. FLAT POND BOTTOM ELEVATION AS SHOWN ON PLANS. PE TO OF CURB V 'n "0 z �p 3-50 STREET ROW UNE 7' CURB DROP .5' SEE p � SPOKANE E DD C L O O U g N� T Y K 1. WE NTED ON PLAN. STREET ROW UNE 4 -00 3 r r .5' J1 INSTALL GRASS SOD OR TURF FILENAME: ROADPP NOTE: WRAP DRYWELL BARREL AND GRAVEL ENVELOPE WITH FILTER FABRIC. (AMOCO #4545 OR APPROVED DUAL) PROJECT: CURB DROP ROADWAY PLAN & PROFILE I SHT 1 NORMAL GUTTER UNE ELEVATION � k'N''''''. ..-- ASPHALT PAVEMENT NORMAL GUTTER UNE ELEVATION ASPHALT PA ENT TYPICAL '208' POND Q .5 ! lb Y wi WITHOUT DRAINAGE STRUCTURE , ` 4 41) ' w4r SECTIONAL VIEW o • �� no a-- TAuLc MAR 0 : ) 1994 4053D cauilfY Pte OF 1 ob Nr iR No. LOCATION COUNTY SECT. SCA1 IF k LSOTRIC D GAS . i t 11 120 LENGTH OF UN= be uelc WORK AUTHORIZATION CU6TOMER'S NAME AND LOCATIO N 1, rrI .SabailVIsi 3& �Q1 itd »4R•IK rr FEEDER S I P r a F 4 DEscRIPTION AND M161RUCTIONS / N 574 L• 1, /eh ;"7' 7? sRv 4 4 ) 1z LAf /1 aue /a�pr+ w .,�7 1 " 1 � 1 TCyAU.. T NO. i�.Yi/ 1 19 CREW TYPE/SIZE EST CREW MRS POLES ON JOB R RTIMATED BY All ,QQ INITIAL GUST CONTACT . PREPARED 8Y A'3. ^.,„ AUTHORIZED BY Pigc Pets'.rx" DATE R/` /.JOINT TV TEL PROPSD START DATE . PROPSD COMPL DATE COMPLETED BY c4 R. i.) ( 4 . P f P.? / 0 � DA3c> - 1C1015 - 2 -; n7PL - : 3L0 ) , 7115 '' 6 1 SD I) (o ) w ' -1 - u /QTxua - N NL. - Bus LuG Lib) - LULa /d kJEE C $o COS ' La. C ) C.`1) C ) qo Chi) I J.F.N. NO. cv xono P.R.N. No. RESPONSIBILITY W.O. ACCOUNT CENTERS) LOC P5 KUi9 .2q0/rats -644;44 Co1iDSLUJ. Py9 PL ( £ Y 1`3 is O C I...„4 DATE DATE ° oa GAS DATF (3) Bus GT5 5S Ca) 1 -t(. / b a.4U /t;d0 - ‘Mt L (3) Bus urr L2) `u 4 / 6 Lug ca / r,> D lo1■.) AtA I0 13 fa- 1-1 ti 7‘ P ' t L IS' T4 7 :.1 5 6 tAcl 17 /leg 13el,.JJ Ck�b PIS/ ,ro 1l c. -�-`' _-,N TBM -NAIL SET IN NORTH SIDE OF POWER POLE. EL ASSUMED TO BE 100.00 CURB INLET - . STA 0 +42.07 " TOC EL 99.81 CUT EL 99.14 VERIFY CATCH BASIN LOCATIO CR STA 0 +88.10 RIC 1 AVE TOC EL 100.57 I L -o0 1 STA 1 +26.72 RICH CC STA 0 +00 HARRIS ACP EL 100.97 .--............c. EXISTING CURB CENTERLINE DATE 1 BY NO. CORRESPONDS TO EXTENDED WEST LOT 1 PROPERTY UNE ACP EL 99.30 00 T . 3.35 EL 161. 1 CR ST 1+84.11 TOC EL 2.40 EDGE OF EXISTING ACP PHASE 1 SIN & D '"• 2 -00 SAWCUT AT 15' OFFSET FROM CENTERLINE TOC LEFT aC 155- 100 10 TOC RIGHT 100 z!; 8O 04 00 APPR. TAP STA 0+30 -EIOST CATCH BASIN RIN PpO 98.70 T T: II LOT I 0 INS - ALL STREET SIGN AND STOP SIGN U" 1 TAPER TO 18' WIDTH z BETWEEN 0 +00 AND g / 0+30 MATCH EXISTING TOC 8 TIC EL 99.65 98.32' cz g 7 18 .:•I IN r 10 I k .. 0.0 1 4 1 ➢) 774 50 I TO A +38 • c> > wire! TOC EL 1006 5 MOFjR R STA 0 +38 tTOC EL 100.7 • 8.5'� '208' BASIN BEGINNING T TA � 0+ 8Q.5 LOT R 1 STA 0 +50 25' LT 7 INSTALL Ry y y �L L TIP N - RIM - EL - 99. 45 41.b ' u? 5 fQMEN R 18.0' 5" N [ u nivutl OM PHASE 1 CO iN UCTi0 N L 26.5' 0 STA 0 +80.52 HARRIS COURT 1 - '208' BOTTOM EL 95 I ' _- 55 FOOT DRAINAGE 1 EASEMENT 98.32' "-STA 2+53.14 TOC EL 106.66 MATCH PHASE I PLANS SEE PROFILE FOR ADDITIONAL ELEVATIONS 50 0 LOT 8 o8 1a- W EE 7_Vr. • v)iL , 9- • -«.. -- •; N 8 d 75' VC d g i 0 8 d EE 75' VQ g 6 0+50 1+00 208' BOTTOM EL 98.95 COV _ + LOT 2 STAS0+80 89 p, 8 INSTIL CURB INLET • CUT L 99.58 . 25 50 4') t0 8 d N 0 FLOW a Rg �N CR SLA 477.)5 TOC E 02 1 suT. ELj 102. 98.32' 1 98.32' t - BOTTOM EL 101.7 10' INTERIOR BLDG SETBACK TYPICAL - DRAINAGE - LOT 7 EASEMENT 98.3T GRAPHIC SCALE 100 ( IN FEET ) 1 inch = 50 ft. MORROW COURT PROPOSED FINISH + g d + g d REVISIONS s 70 A R 0 74 C TOC EL 102.00 2880' RT G 50' .39 5 E SE RENT WAGE SETBACK LINE BO TTOM EL 1.74 SHADING REPRESENTS 32.9J� PROPOSED ASPHALT MISR 41 983 ?' EXISTING GROUND PROFILE PROPOSED FINISH GRADE \-EXISTING GROUND PROFILE PROPOSED FINISH 7 -GRADE • •••-•"-- .++• r '-EXISTING GROUND PROFILE z p0 $o 8 1+'50 2+00 5.88' N 0 6.52 n 0 GRADE .00' .73 O n • • N z p � p 2-N50 SEAN DESIGNED BY SEAN DRAWN BY CHECKED BY S 142.46' LOT 3 DRAINAGE EASEMENT -- ARROWS IN TE DIRECTION STA 2 +93 1 C OR E FLOW ON 45'-L 1 45 STA 3 +15.98 QC_ EL T03.63 35187' LT 1 CR STA 2 +5 G t TOC LT I R30' $� F N EL ,07 R STA 2 +8.90 • E IE `.86 STA-.2 +93.48 TOC 03.39 200 LOT 8 r . 146.78' M 6) G1 N w� 1 m d ,+, c - - - s z r - 0 3+100 3/15/94 DATE 3/15/94 DATE DATE TOC 38 4 10' WIDE UTILITY EASEMENT TA �U L- DE -4SAC /ACP 2 E L! 103.82 3 15.98 LOT 5 el 103.63 7' RT 55.36'1 LOT 4 2 1 N 1 0' UTILITY EASEMENT 10' UTILITY EASEMENT 7tl.84' 1 STA 3.1�38.48� /IOC EL 104.10 46.73' EXPIRES 06/22/ n 1 s n td D VELOPERS DEVELOPERS SIG/ATURE `n.-�.i�, c �� v DATE OF APPROVAL / 105 100 yEET.T.RSLY AVENUE HEROY AVENUE 2 7 1 , 8 RICH AVENUE II ktt• PROJECT LOCATION LOCATION MAP NOTE: SEE SPOKANE COUNTY STANDARD DETAIL SHEET B -8 FOR CURB INLET DETAIL. L =5' IN ALL CASES R (W SPOKANE COUNTY TYPE "A" CURB. 7' 2% 0 A CUL-DE-SAC CURB S.4.010 - � Amy - - �� law - ._ - IENOMIHEFifS W. 1801 BROADWAY, #110 SPOKANE, WA 99201 (509) 328 -5139 + ALL STATIONS BASED ON CENTERUNE + CUL -DE -SAC PROFILE r -=c R/W SPOKANE COUNTY TYPE "A" CURB. --- 7' -f 18' EXPOSE 6" CURB FACE (TYP.) PROPOSED ASPHALT PATCH CLEAN CUT EXISTING ASPHALT PRIOR TO CONSTRUCTION 50' RIGHT OF WAY 18' - 18' 2% T. 2% Typ. " CLASS "B" ASPHALT CONCRETE CONTAINING 5 3/4% TO 6 1/4% ASPHALT ON " CRUSHED ROCK TOP COURSE IN ACCORDANCE WITH WSDOT SPECIFICATIONS. MORROW COURT STA 0 +00 TO 2 +53.14 -0 d - - CUL -)E -SAC CURB S U _ = 4111, - -- sU1 U/ / YO 'S 101 THAIN RD. LEWISTON ID 83501 (208) 746 -2661 4 ' ) d 2 SECT 3, T 25N, R 44E 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 2% EXISTING ASPHALLT EXISTING ASPHALLT 7' -•► R/W NOTE: ANY CONFUCTING UTILITIES SHALL BE RELOCATED PRIOR TO CONSTRUCTION OF ROADS OR DRAINAGE FACIUIIES. 60' ROW NOT TO SCALE 120 115 110 105 95 OM= IMILLItis*M S■0.0038 0 -00 0 -50 S•0.0192 0 + NO ,4,i.w N1 wNI • VARIES .vww''4', RICH AVENUE 1 -00 R/W Vi n + '� �d '.. C-IL<ISTING NORTH EDGE OF ACP 1 -50 .4d S- 0.0358 3 3 2 -00 .2' MIN .2' MIN -I S•0.0490 DRANAGE EASEMENT AS SPECIFIED ON PLANE 5.)' VC ROPOSSRD TOP TOP OF CURB 2-50 HARRIS SUBDIVISION PH 11 ROADWAY & DRAINAGE COUNTY PROJECT #P1683A n P HASE I TOP OF CURB TOP OF CURB ELEVATION ,.GRATE ELEVATION FLAT POND BOTTOM ELEVATION AS SHOWN ON PLANS. TYPICAL '208' POND WITH DRAINAGE STRUCTURE DRAINAGE EASEMENT AS SPECIFIED ON PLANS I;y"..**** WW.4.YW WW WW.4 W W.4 W J,W W .4W Wa. 4o.,..1.w FLAT POND BOTTOM ELEVATION AS SHOWN ON PLANS. TYPICAL '208' POND WITHOUT DRAINAGE STRUCTURE SECTIONAL VIEW 3 -00 SECTIONAL VIEW TOP OF CURB ELEVATION 3 -50 STREET ROW UNE 4 -00 SEE � J SPOKANE 7 p C� �O U { T Y 1 • D ES NOTED ON PLAN. STREET ROW UNE r 3' .5' 7. 7 5' 1 FILENAME: ROADPP .5' INSTALL GRASS SOD OR TURF NOTE: WRAP DRYWELL. BARREL AND GRAVEL ENVELOPE WITH FILTER FABRIC. (AMOCO #4545 OR APPROVED CURB DROP CURB DROP NOTE: WRAP DRYWELL BARREL AND GRAVEL ENVELOPE WITH FILTER FABRIC. (AMOCO #4545 OR APPROVED EQUAL) MORROW CT PLAN & PROFILE PROJECT: 4053D 1 SHT 1 NORMAL GUTTER UNE ELEVATION ASPHALT PAVEMENT NORMAL GUTTER UNE ELEVATION ASPHALT PAVEMENT OF 1 NO. I DATE ( BY I APPR. I EXISTING EDGE OF EXISTING ACP CONNECT T EXISTING 8" STEEL LINE 120 ,100 80 CL RICH AVE CL McDONALD AVE I~ O O .-r 0+00 INSTALL DRYLINE SEWER STUB STA 0 +30 SEE DETAIL THIS SHEET p.P00 / 0 +40 12 9.2E / 43.9N 4 CONNECT TO EXISTING WATER 18' 30' INSTALL 8" GATE VALVE 41•1•111V wow mom maw.. REVISIONS c c*i 30' BLDG STD �I LOT 8 o C) L) co SEAN DESIGNED BY SEAN DRAWN BY CHECKED BY NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH WSDOT 1991 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, UNLESS NOTED OTHERWISE. 2. D.O.E. WATER AND SEWER SEPARATION REQUIREMENTS MUST BE MET AT ALL CROSSINGS AND PARALLEL CONSTRUCTION 3. ALL STATIONING IS ON THE ROADWAY CENTERLINE 4. SEE TRENTWOOD IRRIGATION DISTRICT #3 STANDARD SPECIFICATIONS FOR WATERUNE CONSTRUCTION DETAILS. LOT 1 ov 0• •80 \ - SEE DETAIL THIS SHEET FOR DRUMS SEWER STUB DETAIL. EXISTING GROUND PROFILE MAINTAIN 4.5' AT CENTERLINE MINIIUM COVER HARRIS COURT-.\ I PitOPO pD WATER LINE I : 8" ?VC SEWER OW D3034 L =286' 5 =0.015 0+ 80 30' BLDG STBK 2/17/94 DATE 2/17/94 DATE DATE -J 4" SANITARY SEWER �•-1" WATER SERVICE SERVICE LINE. STA 0 +80 LINE IE 89.8 TYPE 3 B" SEE SPOKANE COUNTY STANDARD DETAIL SHT W U -15 (TYPICAL) 5' TYP PROPOSED 8" PVC 4" SANITARY SEWER W SERVICE LINE. STA 0+80 LE TYPE . B " SEE SPOKANE COUNTY STANDARD DETAIL SHT U -15 (TYPICAL) MIN 10' FROM SIDE LOT LINES (TYP) PROPOSED SEWER LINE 1+2C EXPIRES o012211$ 15' TYP WATER LINE t CO HARRIS COURT NOTE: ALL MECHANICAL JOINT WATER FITTINGS ARE TO BE INSTALLED USING MEGA LUG FASTENERS NOTE: (0 INDICATES COUNTY .0/0.0 MANHOI.IG NIA03ER 4" SANITARY SEWER SERVICE LINE. STA 1 +78 IE 90.82 TYPE "B" ` WATER SERVICE LINE. SEE DETAIL SHEET FOR TYPICAL SERVICE ti0 • B!-.DG S'iHK co � I 91 PG 3W BLDG STBK EAST OR WEST NORTH OR SOUTH OF DIVISION ST./ OF SPRAGUE AVE. NORTH k WEST REQUIRE N k W DESIGNATION 1 +80 LOT LOT 7 4" SANITARY SEWER SERVICE LINE. STA 1 +78 IE 90.82 TYPE " B" LINE 2+ 00 1" WATER SERVICE -- Y W 0 1 N 1" WATER SERVICE LINE W. 1801 BROADWAY. #110 SPOKANE, WA 99201 (509) 328 -5139 0 0 i MAINTAIN 10' MINIMUM SEPARATION BETWEEN WATER ii & SEWER LLNE 2 +00 2 +40 PROPD 8" SEWE�INI E r - ‹ � 4" SANITARY SEWER SERVICE LINE. STA 2 +70 S SEE DETAIL SHEET + / IE 92.40 TYPE "B" 1" WATER SERVIC /- 1" LINE PROPOSED 8" PVC WATER in LINE PROPOSED SEWER LINE 2 +40 SUR V/ VOA'S 101 THAIN RD. LEWISTON ID 83501 (208) 746 -2661 O 0 H E- / \ 3 DATE OF APPROVAL LOT 3 2 +80 0 .-1 SSMH STA 2 +99 RIM EL 103.12 IE 92.28 CALL BEFORE YOU DIG!! 456 -8000 FIRE DEPT APPROVAL 19-e-Caokaletted WW1. C� otl FIRE OFFIC 2+ 80 STA 3+14 10' RT INSTALL 45' BEND MAINTAIN 4.5' MINIMUM COVER OVER WATER LINE 4" SANITARY SEWER SERVICE LINE. STA 2 +70 SEE DETAIL SHEET. IE 92.40 TYPE "B" LOT 6 / j APPRCVED FOR SPOKANE NTV UTU I TIE 8Y: �-• �_ rwe: D TE;, •, J' 1 1. 4 . CONSTRUCTION PERMIT REQUIRE.DM NOTIFY THE PERMIT ENGINEPR n /� 456- /� 3600 C .fir 'JQQ opt r I I , CON JTRI ' 1'lr.l .."------- SEE SPOKANE COUNTY STANDARD DIME, SHEET # U- . FOR mums LOT 4 4" SANITARY SEWER SERVICE LINE. STA 2 +90 SEE DETAU. SHEET. IE 92.90 TYPE "B" STA 3 +4 5' LT INSTALL FIRE HYDRANT WITH GATE VALVE 1 WATER SkiVICE LINE T 1 WATER /SERVICE LINE W 1 4" SANTFARY SEWER SERVI LINE. STA 2 +90 SEE D AIL SHEET. IE 92. 0 TYPE/'B' LOT 5 .! M L BC2 41 ". r J PROPOSED 8" PVC WATER LINE INSTALL 8"-' GATE VALVE / 8"]:8"X8" i TEE. CAP NORTH DIRECTION REDUCE TO 6" (AT TAP) AND CONNECT TO EXISTING 6" PVC ON WOODLAWN ROAD. APPROX.. 270' WEST OF TEE MAINTAIN 4.5' MIN COVER. NOTE: - SEE SPOKANE COUNTY STANDARD DETAIL NUMBER U -15 FOR SEWER SERVICE CONNECTION DETAIL. - SEE SPOKANE COUNTY STANDARD DETAIL U -2 FOR SEWER MANHOLE DETAIL. - DEVELOPER OR ENGINEER RESPONSIBLE FOR PROVIDING t,rrcnz REPRODUCIBLE AS- BUILTS FOR APPROVAL Alt rat CONSTRUCTION & PRIOR TO APPROVAL OF SEWER SYSTEM 4 +32 INSTALL 8"X8"XS' ".'EE. HARRIS SUBDIVISION UTILITY SHEET COUNTY PROJECT # 1683 -92 FINISHED ROADWAY SURFACE (PAVEMENT) 20 s SLOPE t�.• t N ....` .- � . t .. , .• / Z. ..• INSTALL GASICETED - /� CAP OR SCREW CAP AS SHOWN CLEAN -OUT STANDPIPE WILL BE -+- USED AT END OF CONSTRUCTION TO CLEAN DRYLINE SEWER SYSTEM OF CONSTRUCTION DEBRIS & EXCESS WATER. (STANDPIPE, CAPS, & TEE WILL BE REMOVED WHEN THE LINE IS EXTENDED. SANITARY SEWER DRYLINE INSTALL STRAIGHT TEE W /CAP OR PLUG AT BOTTOM FOR SUMP EFFECT NOTE: CAPPED TOP OF C.O. STANDPIPE SHALL BE SHOWN ON AS- BUU..TS WITH (2) HORIZ. & (1) VERT. CROSS TIES TO PERMANENT SURFACE FEATURES. - TEMPORARY CONSTRUCTION CLEAN-OUT FOR DRYLINE .P.;Ifttat MAINLINE STUB 0 10 20 1 RICH AVENUE WELLESLY AVENUE a ( IN . FEET ). 1 inch = 20 ft. HEROY AVENUE 1 8 PROJECT LOCATION LOCATION MAP MIN. DEPTH TO 4_CAP•12" /MAIL 18" EXI.S'TING RIGHT -OF -WAY LINE OR AS DIRECT= ENGINEER) GRAPHIC SCALE GENERAL NOTES 1. ALL SEWER LINE CONSTRUCTION METHODS AND MATERIAL SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AS JOINTLY PROMULGATED BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION, AND THE WASHINGTON STATE CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION, 1991 EDITION, AS ADOPTED AND REVISED BY THE SPOKANE COUNTY UTILITIES DEPARTMENT. THESE PLANS ARE SOMATIC AND ARE NOT INTENDED TO DEPICT ALL DETAILS OF THE WOLK REQUIRED. THE CONTRACTOR SHALL BE RESPONSIBLE TO FAMILIARIZE HIMSELF WITH ACTUAL SITE CONDITIONS AND FACTORS AFFECTING THE WORK. 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH SPOKANE COUNTY TO DEVELOP A TRAFFIC CONTROL PLAN AND INSPECTION REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ALL REQUIRED PERMITS. 3. ALL SEWER PIPE SHALL BE PVC IN ACCORDANCE WITH ASTM D 3034, SDR 35. BEDDING SHALL BE CLASS "F" USING NATIVE MATERIAL ROUGHLY CONFORMING TO SECTION 81 -2.03. MANHOLES SHALL BE IN ACCORDANCE WITH SANITARY SEWER MANHOLE DETAIL. 4. PAVEMENT PATCHING REQUIREMENTS SHALL BE AS DETERMINED BY THE SPOKANE COUNTY ROAD DEPARTMENT. 5. EACH SEWER SERVICE LINE SHALL BE A MINIMUM OF 10 FEET FROM SIDE LOT LINES. EACH SEWER SERVICE LINE MW MAINLINE STUB SHALL BE MARKED WITH A 4 "x4" MARKER POST EXTENDING VERTICALLY FROM THE SEWEN SERVICE OR MAINLINE STUB INVERT TO A MINIMUM OF 24" ABOVE FINISHED GRADE. EACH 4 "x4" MARKER POST SHALL HAVE A 8 GAUGE GALVANIZED WIRE SECURELY ATTACHED FOR ITS ENTIRE LENGTH AND SHALL BE CLEARLY MARKED SHOWING THE 4 "x4" LENGTH IN FEET AT THE EXPOSED END. 6. CERTIFIED REPRODUCIBLE AS -BUILT DRAWINGS ARE TO BE SUBMITTED TO AND APPROVED BY THE COUNTY UTILITIES DEPARTMENT AT THE COMPLETION OF CONSTRUCTION. 2 HORIZONTAL AND 1 VERTICAL TIE SHALL BE SHOWN ON AS- BUILTS FOR ALL SIDE SEWER SERVICES, MAIN LINE STUBS, AND CLEANOUTS. DEVELOPER'S APPROVAL THE UNDERSIGNED DEVELOPER OR HIS ASSIGNS AGREES TO CONSTRUCT IMPROVEMENTS IN ACCORDANCE WITH THIS PLAN, .AND UPON COMPLETION, IS RESPONSIBLE TO SUBMIT REPRODUCIBLE AS -BUILT DRAWINGS APPROVED BY THE SPOKANE COUNTY UTILITIES DEPART AND PREPARED BY A PROFESSIONAL CIVIL FVGINEE LICENSED IN THE STATE OF WAS GTON. L. 1., DEVELOPER'S APPROVAL DATE FILENAME: SEWERPP 11 0 ADJACENT PROPERTY 2 7 - PRELIMINARY SHORT PLAT NUMBER SP938 -93 40 80 WATER & SEWER PLAN & PROFILE PROJECT: 4053D 1 SHT 2 OF 4 I 70 1 ,-1 co 1 o'. \ (A .1,\ •d, .-,-` 1+ ) /x \ 0/ Ci6 4-1 T155.9 L 259. A al 'at ' C.L. 525. " 417. 0 _ 1 V\ cst A co z o 1 = .0 < - 0 () z 10 N69 Z - I 0 Rt. [ DA TE 6- /5 - '72 Sec 3 T 4JCIvs41=..---faC9: PH. No ....... . _ C.L-0 r2.E. WELLESLEY 2 c 5 X uJ • 0 2 J In T SECT / ON 11 1 1 1 1 8 4. - C !."- 'K. (:■): 5 f i 4 • ,.. - r- - 1 ...,. ....- j L i as. 1/....:: 1- ____ r . Q % \-* .t.' • ! 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N8 °,? a E AVRNUE tit -J 03 56 R�jkWELL g I 171S8 t ----- -- - 77 - • 4 B 47 r.Itt tet.58- OF F IC I AL PLT BAK ER-ENGINEER , 'SPOKANE COUNTY _ _ 55 CI , . 1 _ o 78 , b 0 . . 0:4- iii - 8 .., 0 ( ai fkir, NO. 0- 4 - . ; o 4 . 0 0 +.0 64 5 \.' • J I-, 5 St-s 5 en In ) x 0 • ; - -R S ...----- ----1=---0___-__-....-..-==._----------- ------- ----- • 1 56-1 - - - 55. 1 "1", 0 S / / o " : ‘ No-1 G. Ray Pr incip (=A st stcant 0 0 37 () t-tgFit.o-e 54 6 , ROCKVvEt.1... t (. f7 a 3 5 0 -• • s -3 - 4 34- 35 ill+ 6 3.9 A.P. 3 7 : 0 Q7 Li cc‘„ 36 ; tr) Al vi..htsi. . 3 ' 30' 0 51 4- 03 3 1 e) 1\ tu o 1. q ji 6 2.Co F?C. 33'7+74,0 00 "1". O L "e08.0 ol z In I1 0 ( 1 / 9 - 1 ■1 is r Lti 140 120 100 GRAPHIC SCALE (>NFEET) 1 inch = 20 ft. NOTE: ANY CONFLICTING UTILITIES SHALL BE RELOCATED PRIOR TO CONSTRUCTION OF ROADS OR DRAINAGE FACILITIES. SEAN 12/15/93 DESIGNED BY DATE SEAN 12/15/93 DRAWN BY DATE CHECKED BY EXISTING TYPE "A" CURB 12/15/93 DATE POWER POLE R7> EXISTING END CURB CUT TO MATCH TOC EL 99.65 EXISTING EDGE OF ASPHALT EXPIRES 06/221 10' TAPER TO 18' WIDTH BETWEEN 0 +00 AND 0 +30 EXIST CATCH BASIN ❑ RIM EL 98.95 TELPED LOT 1 101.72' EXIST CATCH BASIN RIM EL 98.70 PROTECT Q END TAPER STA 0+30 N O 0) 0) 0) FUTURE UTILITY & DRAINAGE EASEMENT 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) 10' RICH STA 1 +26.72 HARRIS STA 0 +00 18' 18' 1\ cV r7 to 0) 10' r CR STA 1+64.11 1 FUTURE CURB DROP MK ANN . i e , F eV tr. . =NI Mar • 4160.1161 HNc !NiEE 'S SUi VEibtS W. 1801 BROADWAY, #110 101 THAIN RD. SPOKANE, WA 99201 LEWISTON ID 83501 (509) 328 -5139 (208) 746 -2661 11.00' EXISTING EDGE OF ASPHALT SDMH RIM EL 101.10 CATCH BASIN a RIM EL 100.90 0 Gud DEVELOPER S GNATURE / /if 5/.9' APPROVAL DATE I 0) r- rr) ) N) 00 r N 00 O O O O O 0 +00 0 +40 0-40 1+20 1 +60 FUTURE '208' EXTENSION , v, FUTURE UTILITY & DRAINAGE EASEMENT CR STA 0 +37.39 FUTURE CURB DROP '208' BASIN BOTTOM EL 99.42 30' 1 `- 11 101.72' 17 ' L — — — _-_ =� � S QKANF COUNTY CLASS 8`' DRYWELL W/ TYPE 3 FRAME & GRATE RIM EL 99.92 STA 1+80 LT. 29' U ) N 0 cNi - O EXIST' NG EDGE OF A>PHALT 2 +00 DRAINAGE __FUTURE CDMPLETION_ OF VERTICAL CURVE PHASE II 3ONSTRUCTION 0) M e* O ilua,u1. 1,. mn1nm, rm1.i1.o1m.u:..e1i. u.1,1111. 001. m: ,■,.1111 1111.1111i .1 uod oi: 1,1,,,,4„16h'(LIl!/vh'Xd , , i ,, ,d �,. d. s.....M1ld. Nldlp. E•, TFa rr rorav;,:2run∎r'Ifi L.•f I' /I1\ /11 "I'I i'17 "' „ " " A!I I " L-- 25' TAPER POWER POLE 'f RICH I AVENUE a) tri 1) O T 2 +40 ADAIST PROPOSED CURB TO PROVIDE A 2% MCI X -SLOPE BEGIN CONSTRUCTION /TOC STA 2 +53.14 EL 106.66 N N 0 I J W 5 S n_ a_ 50' VC C.) c H O SEE SHEET 3 (DETAILS) FOR TYPICAL X— SECTION NOTE: o9 S-p_ _ N 1 5 6 � _ 0) in r- ) + • 0)) :: C D D N + W 6 < N +o v Ln s---°.‘ . N W 115.62' 0 r7 0 '0 CALL BEFORE YOU DIG!! 456 -8000 LIMITS OF PHASE I CURB INSTA_LATION O N in Oj r- r i 11) O 2+ 80 34 20 HARRIS SUBDIVISION ROADWAY & DRAINAGE FUTURE 5' WIDE ACQUISITION AREA 5' DEDICATION FOR ROAD PURPOSES CR STA 3 +53.48 TOC EL 117.44 END CURB THIS PHASE PROPOSED 101' 01- GUN 11 HATCH DENOTES PROPOSED PAVING AREA POWER POLE TELPED 25' 25' 0 0 0 0 D IRE HYDRANT 1683 RICH AVENUE 2 +53.14 TO 3 +53.48 140 120 100 PROJECT: 4053 FILENAME: RICH PP I SHT 2 OF 3 D. ( DATE EVA 15T ADDITION BOOK 13 OF PLATS PA SE 40 0 25 BY 1 APPR. EVA ADGITIOIV 600K 12 OF PLATS PA 55 SCALE: i" 50' EVA 2ND ADDITION I5OOK 13 OF PLATS PAGE 56 O n STEVICK ADDITION 5OOK 1 OF PLAT5 PAGE 80 N 0 0 RICH AVE N I p � e 50 100 BASIS OF BEARING: N tr SURVEY PROCEDURES BEARINGS ARE BASED ON THE CENTERLINE OF RICH AVENUE A5 5HOWN PER PLAT FILED IN BOOK 12, PAGE 55 WEST LINE OF THE EAST 394.00 FEET OF GOVT LOT 3 126.77' -'o LOT 5 LOT 4 ? 10083 5Q FT 1040 1 5Q FT , 4422 N. 4421 N. 000 L 'do ` 5 c � 10' WIDE UTIL EASEMENT r 1 : • LOT 3 10015 5Q FT 4417 N. c 1234' WIDE DRA INAGE EASEMENT 581'0600 'E 101.72' LOT 2 10000 5Q FT 4411 N. LOT 1 10001 5Q FT 4405 N. 81.39' BEARINGS AND DISTANCES SHOWN HEREON ARE BASED ON A SERIES OF CHECKED MEASUREMENTS MADE WITH A L1ETZ 5ET 4 TOTAL STATION BY WYATT- JAYKIM ENGINEERS, INC., IN JUNE 1993 DESIGNED BY DRAWN BY CHECKED BY 589'12'46 "E 588'07'35 "E 369.22' 25354' 1 f `T co 10' WIDE UTILITY ' EASEMENT -` 101.72' 5' WIDE DRAINAGE EASEMENT _25 co R =20.00 L =3 L74' L� = 90'55'24' 48.16 'e 78.56' RI. 47.92' 253.44' N89'06 00 W NORTH LINE OF THE SOUTH ONE-THIRD OF GOVT LOT 3 25' 25 F • CV 25' 601166111150 1418234•1•5 DATE 3/15/94 DATE DATE 0 25' 394.06' 0 N8 9"06'00 "W R1.; N89'06'00 "W 10' WIDE UTILITY EASEMENT 4- 25 . I xri LOT 6' 1189' WIDE DRAINAGE EASEMENT 589'06'00 "E 1,1 343.73' RI. 126.77 10050 5Q FT 4418 N. LOT 7 10000 5Q FT 4r 4412 N. 10' WIDE UTILITY EASEMENT N89' 101.72 - o O O LOT 8 10007 5Q FT 4406 N. 5' WIDE DRAINAGE EASEMENT R =20.00' L =31.09' = 89'04'36" ' 82.04' T 345.91' 346.13' 101.72' M a 267.35' 0 5ET 5/8" REAR WITH PLASTIC CAP O O NORTH 1/4 SECTION 3 FOUND BRASS PIN IN 11/2' PIPE IN MONUMENT CASING AND 3 RP'5 PER WOK 48 OF SURVEYS, PAGE 95 nl 0 0 588'07'35"E 110.67' 90.29' k7 ccl EAST LINE OF THE WEST 253.41 FEET OF THE EAST 314.00 FEET OF C&OV'T LOT 3 0 cr) MARKED "L5 22961" DUILDINCB 5ET15ACK LINES EXISTING WIRE FENCE EVA ADDITION PER BOOK 12 OF PLAT5 PAGE 55 R °20.00' L =3174' _ `0 LEGEND FOUND 1" PIPE, UNLESS NOTED OTHERWISE ■ FOUND 5/8" REAR WITH PLASTIC GAP MARKED "L5 22961 ", PER PHASE 1 OF HARRIS SUBDIVISION 0 0 .,® 34 I ■ o 9 30' ! 25' N 0 0 30' 25' 1 1 FD. REDAR AT 5E GOR GOVT LOT 3 ENGINH /f S W. 1801 BROADWAY, #110 SPOKANE, WA 99201 (509) 328 -5139 DEDICATION AND DECLARATION 1. ROAD IMPROVEMENT DIS TRICT SLR V,EYOt llS KNOW ALL THESE MEN BY THESE PRESENTS, THAT MICHAEL ETHAN HARRI5 AND LIDA ROSE HARR15, HUSBAND AND WIFE, AND THAT WILLIAM HENRY ALBAGH AND EVELYN EL IZABETH ALBAGH, HUSBAND AND WIFE, HAVE PLATTED INTO LOTS, BLOCKS AND STREETS THE LAND SHOWN HERON TO BE KNOWN AS HARR15 SUBDIVISION, PHASE TWO, SAID 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, W1vl., LYING NORTH OF THE SOUTH 30 FEET: EXGEPI HARR15 SUBDIVISION PHASE 1 AS PER PLAT THEREOF RECORDED IN VOLLJNE 21, OF PLAT5, PAGE 76, SITUATE IN THE COUNTY OF SPOKANE, STATE OF WASHINGTON: AND EXCEPT THAT PORTION DESCRIBED A5 FOLLOWS: BEGINNING AT A POINT ON THE WEST LINE OF MCDONALD ROAD WHICH 15 7.00 FEET SOUTH OF THE NORTH LINE OF 5A ID SOUTH ONE -THIRD OF GOVERNMENT LOT 3: THENCE NORTHERLY, ALONG 5A ID WEST LINE, 7.00 FEET: THENCE WESTERLY ALONG SA 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 TD RESERVATIONS OF RECORD AS CONTAINED IN SPOKANE COUNTY AUDITOR'S FILE NUMBERS 567397 Ail) 734478A. THE PLATTOR(5) DO HEREBY DEDICATE TO SPOKANE COMITY, FOR PUBLIC USE FOREVER, THE 50 FOOT WIDE STREET AND 50 FOOT RADIUS GUL DE SAG TO BE KNOWN MORROW COURT, A5 RIGHT OF WAY FOR ROAD PURPOSES A5 SHOWN HEREON. UTILITY EASEMENTS ARE HEREBY GRANTED TO THE SERVING UTILITY COMPANIES OVER A TEN FOOT WIDE 5TRIP LYING ON BOTH SIDES OF MORROW COURT A5 SHOWN HEREON THE OWNER(5) OR SUCCESSOR/5) IN INTEREST AGREE TO AUTHORIZE THE COUNTY TO PLAGE THEIR NAME(5) ON A PETITION FOR THE FORMATION OF A ROAD IMPROVEMENT DISTRICT RID) BY THE PETITION METHOD PURSUANT TO CHAPTER 36.88 RCW, WHICH PETITION INCLUDES THE OWNER(51 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 OWNER(51' PROPERTY. IF AN R 15 FORMED BY EITHER THE PETITION OR RESOLUTION METHOD AS PROVIDED FOR IN CHAPTER 36.88 RGW, THE OWNERIS) OR SUCCESSOR(5) FURTHER AGREE: (1) THAT THE IMPROVEMENTI5) OR CONSTRUCTION CONTEMPLATED WITHIN THE PROPOSED RID 15 FEASIBLE: (21 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 (3) THAT THE PROPERTY WITH THE PROPOSED RID 15 SUFFICIENTLY DEVELOPED. PROVIDED FURTHER THAT THE OWNER(5) OR 5UGGE550R(5) SHALL RETA THE RIGHT, A5 AUTHORIZED UNDER RC W 36.88.090, TO OBJECT TO ANY AS5ES5MENT(5) ON THE PROPERTY AS A RESULT OF THE IMPROVEMENTS - CAL LEn FOR IN CONJUNCTION WITH THE FORMATION OF AN RID BY EITHER PETITION OR RESOLUTION METHOD UNDER CHAPTER 36.88 RCW, AND TO APPEAL TO THE SUPERIOR COURT THE DECISION OF THE BOARD OF COUNTY COMMISSIONERS AFFIRMING THE FINAL ASSESSMENT ROLL. IT 15 FURTHER A GREED THAT AT SUCH TIME AS AN RID 15 CREATED OR ANY ROAD IMPROVEMENT PROJECT 15 SANCTIONED BY SPOKANE COUNTY, THE IMPROVEMENTS REQUIRED (GURB, SIDEWALK, DRAINAGE CONTROL AND PAV ING) WILL BE AT THE SOLE EXPENSE OF THE UNDERSIGNED OWNER(51, THEIR HEIR, GRANTEES AND ASSIGNS WITHOUT PARTICIPATION BY SPOKANE COUNTY. THE RID WAIVER CONTA INED IN THIS AGREEMENT SHALL EXPIRE AFTER TEN (10) YEARS FROM THE DATE OF EXECUTION BELOW. HOWEVER, THE OWNERIS) OR SUCCESSOR(5) AGREE THAT IF SAID RID WAIVER EXPIRE5 WITHOUT 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 5ECURE METHOD SUITABLE TO THE COUNTY (WHICH MAY INCLUDE THE EXECUTION OF ANOTHER RID WAIVER AGREEMENT) PROVIDING FOR OR SECURING TO TI 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 A55IGN(51.` THI5 PROVIS 15 APPLICABLE TO MCDONALD ROAD. 2. BUILDING SETBACKS SIDE YARD AND REAR YARD SETBACKS SHALL BE DETERMINED AT THE TIME BUILD PERM! T5 ARE REQUESTED UNLESS THESE SETBACKS ARE SPECIFICALLY DRAFTED ON TH15 FINAL PLAT. THE SETBACKS INDICATED ON THI5 PLAT MAY BE VARIED FROM IF PROPER ZONING APPROVALS ARE OBTAINED. 3. PUBL WATER SYSTEMS THE PUBLIC WATER SYSTEM, PURSUANT TO THE WATER PLAN APPROVED BY COUNTY AND STATE HEALTH AUTHORITIES, THE LOCAL FIRE PROTECTION D ISTRICT, COUNTY BUILDING AND SAHEI Y DEPARTMENT AND WATER PURVEYOR, SHALL BE INSTALLED WITHIN THIS SUBDIVISION AND THE APPLICANT SHALL PROVIDE FOR INDIVIDUAL DOMESTIC 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. 4. PR WATER SYSTEMS USE OF PR WELLS AND WATER SYSTEMS 15 PROHIBITED. 5. PUBL SEWER CONNECTION EACH NEW DWELL UNIT SHALL BE DOUBLE- PLUMBED FOR CONNECTION TO FUTURE AREA WIDE COLLECTION SYSTEMS. 6. ON - 5 I TE SEWAGE SYSTEM SUBJECT TO SPECIFIC APPLICATION APPROVAL AND ISSUANCE OF PERMITS BY THE HEALTH OFFICER, THE USE OF AN ON -SITE SEWAGE SYSTEM MAY BE AUTHORIZED. 7. UTILITY LOCAL IMPROVEMENT DISTRICT THE OWNER(5) OR SUCCESSOR(5) IN INTEREST AGREE TO AUTHOR THE COUNTY TO PLACE THEIR NAME(5) ON A PETITION FOR THE FORMATION OF UL ID BY PETITION METHOD PURSUANT TO RGW 36.94, WHICH PETITION INCLUDES THE OWNER(5)' PROPERTY: AND FURTHER NOT TO OBJECT BY THE 5 I6NING OF A PROTEST PETITION AGAINST THE FORMATION OF A UL ID BY RESOLUTION METHOD PURSUANT TO RCW CHAPTER 36.94 WHICH INCLUDES THE OWNER(51 PROPERTY. PROVIDED, THIS CONDITION SHALL NOT PROHIBIT THE OWNER(5) OR SUCCESSOR(5) FROM OBJECTING TO ANY ASSESSMENT(5) ON THE PROPERTY A5 A RESULT OF IMPROVEMENTS GA/ 1 Ff) FOR IN CONJUNCTION WITH THE FORMATION OF A ULID BY EITHER PETITION OR RESOLUTION METHOD UNDER RCW CHAPTER 36.94. 8. UTIL EASEMENTS UTIL EASEMENT SHOWN ON THE HEREIN DESCRIBED PLAT ARE HEREBY DEDICATED. TO THE SERVING UTIL GOMPANIE5 FOR THE CONSTRUCTION, RECONSTRUCTION, MAINTENANCE AND OPERATION OF UT TOGETHER WITH THE RIGHT TO INSPECT SA UTILITIES AND TO TRIM AND /OR REMOVE BRUSH AND TREES WHICH MAY INTERFERE WITH THE CONSTRUCTION, MAINTENANCE AND OPERATION OF SAME. um, ettir 101 THAIN RD. LEWISTON, ID 83501 (208) 746 -2661 9. DRAINAGE DRAINAGE EASEMENTS, AS PLATTED AND SHOWN HEREON, WHICH ARE FOR THE PURPOSE OF INSTALL OPERATING AND MAINTAINING DRAINAGE 5WALES AND DRAINAGE FAGILITIE5, AS CONDITIONS OF PLAT APPROVAL, ARE HEREBY GRANTED TO THE PUBLIC. SPOKANE COUNTY AND ITS AUTHORIZED AGENTS ARE HEREBY GRANTED THE RIGHT OF INGRE55 AND EGRE55 TO, OVER, AND FROM SAID EASEMENTS FOR THE PURPOSE OF INSPECTION AND EMERGENC MAINTENANCE OF WATER QUALITY TREATMENT 5WALES ('208 SWALES') AND OTHER DRAINAGE FACILITIES, IF NOT PROPERLY MAINTAINED BY THE PROPERTY OWNER. SPOKANE COUNTY DOES NOT ACCEPT THE RESPONSIBILITY TO INSPECT OF MAINTAIN THE DRAINAGE EASEMENTS OR DRAINAGE SWALES, NOR DOES THE COUNTY ACCEPT ANY LIAB FOR ANY FAILURE BY THE LOT OWNER(5) TO PROPERLY MAINTA SUCH AREAS. THE PROPERTY OWNERS W!THIN THIS PLAT SHALL BE HELD RESPONSIBLE FOR KEEPING OPEN AND MAINTA THE SURFACE PATH OF NATURAL OR MAN -MADE DRA INAGE FLOW OVER AND ACROSS THEIR RESPECTIVE PROPERTIES. THE PROPERTY OWNERS WITHIN THIS PLAT SHALL MAINTAIN ALL- WATER QUALITY TREATMENT SWALES r208 SWALES1 AND DRAINAGE DITCHES SITUATED ON THEIR RESPECTIVE PROPERTIES, AND ANY PORTION OF A 208 SWALE SITUATED IN THE PUBLIC R IGHT -OF -WAY ADJACENT TO THEIR RESPECTIVE PROPERTIES, WITH A PERMANENT &ROLAVD COVER AS SPECIFIED ON THE CURRENT APPROVED PLANS ON FILE AT THE COUNTY ENG OFFICE. THE PROPERTY OWNERS MAY INSTALL APPROVED SI-RUBBERY AND /OR TREES WHICH DO NOT OBSTRUCT THE FLOW AND PERCOLATION OF STORM DRAINAGE WATER IN TI-E 208 SWALE AND DRAINAGE DITCI-E5, AS INDICATED BY THE CURRENT APPROVED PLANS ON FILE WITH THE COUNTY ENGINEER'S OFFICE, THE PROPERTY OWNER OR HIS REPRESENTATIVE SHALL INFORM EACH SUCCEEDING PURCHASER OF ALL. DRAINAGE EASEMENTS ON THE PROPERTY AND HIS RESPON5IBILITY FOR MAINTAINING DRAINAGE FAG ILITIES WITHIN SAID EASEMENTS. SPOKANE COUNTY DOES NOT ACCEPT THE RESPONS OF MAINTAINING THE DRAINAGE COURSE ON PRIVATE LOTS WITHIN DRAINAGE EASEMENTS OR FLOODPLAIN AREAS, NOR THE RESPONSIBIL FOR ANY DRAINAGE, WHATSOEVER, INCLUDING BUT NOT LIMITED TO INVERSE CONDEMNATION TO ANY PROPERTIES DUE TO DEFICIENT CONSTRUCTION AND /OR MA INTENANGE OF DRAINAGE COURSES IN DRAINAGE EASEMENTS ON PRIVATE PROPERTY. IF THE PROPERTY OWNER FAILS TO MAINTA THE SURFACE PATH OF NATURAL OR MAN -MADE DRAINAGE FLOW, OR THE DRAINAGE SWALE, A NOTICE OF SUCH FAILURE MAY BE GI VEN TO THE PROPERTY OWNER. IF NOT CORRECTED WITHIN THE PER INDICATED ON SAID NOTICE, SPOKANE COUNTY HAS THE RIGHT TO CORRECT THE MAINTENANCE FAILURE, OR HAVE IT CORRECTED, AT THE EXPENSE OF THE PROPERTY OWNER. ANY BUILDING THAT 15 CONSTRUCTED ON A LOT IN THI5 PLAT SHALL BE SET AT SUCH AN ELEVATION 50 A5 TO PROVIDE POSITIVE DRAINAGE AWAY FROM ANY DRAINAGE ENTR POINT TO THE BUILDING (INCLUDING BUT NOT LIMITED TO A WINDOW WFI I , A WIDOW LRPROTEGTED BY A WINDOW WELL, OR A DOOR WAY). SAID POSITIVE DRAINAGE SHALL CONS IST OF A MINIMUM SLOPE OF 3% AWAY FROM THE BUILDING FOR A DISTANCE OF AT LEAST 10 FEET FROM THE BUILDING. THE LOTS SHALL BE GRADED 50 THAT EITHER A) ALL RUNOFF 15 ROUTED AWAY FROM THE BUILDING, AND CONVEYED OVER THE LOT TO A NATURAL DRAINAGE SWALE OR APPROVED DRAINAGE FAG IL ITY, OR BI DRAINAGE INTERCEPTED ON THE LOT 15 DISPOSED OF ON THE LOT IN AN APPROVED ORAINAGE FAGIL THE APPROVED DRAINAGE FACILITY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLANS ON FILE AT THE COUNTY ENGINEER'S OFFICE. ANY REVI5IONS TO TI-E APPROVED DRAINAGE PLANS MUST BE APPROVED BY THE COUNTY ENGINEER'S OFFICE PRIOR TO CONSTRUCTION OF 5A ID REVISIONS. IN WITNESS THEREOF 7HE UNDERSI AFFIXED /HIS . A OF, MICHAFI ETHAN HARR 15 ACKNOWLEDGEMENT STATE OF WASHINGTON) COUNTY OF SPOKANE ) ON THIS DAY PERSONALLY APPEARED BEFORE ME MICHAEL ETHAN HARRI5 AND L IDA ROSE HARRIS, HUSBAND AND WIFE, TO ME KNOWN TO BE THE INDIVIDUALS DESCRIBED IN AND WHO EXECUTED THE WITHIN AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED THAT THEY 5 IGNED THE SAME AS THEIR FREE AND VOLUNTARY AGT AND DEED, FOR THE USES AND PURPOSES T MENT GIVEN UNDER MY HAND AND SEAL THE " DAY OF 199_ RESIDING AT: e MY APPOINTMENT E IN WITNESS THERE AF IXCED THI5 WILLIAM HENRY ALBAGH ACKNOWLEDGEMENT STATE OF WASHINGTON) COUNTY OF SPOKANE ) 199 " NOTARY SEAL: :55 NOTARY PUBL IN AND FOR THE STATE OF IRE5: / 4' F. THE UNDERSIGNED HAVE CAUSED THEIR NAMES TO BE +'"bAY OF :=ra..,c'_..'" :55 RESIDING AT e), mow' MY APPOINTMENT EXPIRE5: , HAVE CAUSED THEIR NAMES TO BE 'a. ' ... Fig ,xt. ON THIS DAY PERSONALLY APPEARED BEFORE ME WILLIAM I ALBAGH AND EVELYN ELIZABETH ALBAGH, HUSBAND AND WIFE, TO ME KNOWN TO BE THE !NDIV!DUALS DESCRIBED IN AND WHO EXECUTED THE WITHIN AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED THAT THEY SIGNED THE SAME AS THEIR FREE AND VOLUNTARY ACT AND DEED, FOR THE U5E5 AND PURPOSES ,, THERE IVJ MENTI GI VEN UNDER MY HAND AND SEAL THE ``' ¢:"••, DAY OF c � ` 62. d . NQTARY PUBLIC IN S AND FOR THE 5TATE SECTION INDEX X GOVT LOT 3, SECTION .3 T. 25 N., R. 44 E. EVELYN ELIZABETH `:ALBAGH FINAL PLAT OF HARRIS Sl16DIVlSI PHASE TWO • LI•A� HARRIS • • 0 "'' t, • 18 NOTARY OA N - * o • (ly e PU }LQC ®A ° ° °�r21 ® � ' � °O OOa a e ea ° °° t fi Da 61188 „� ® ® ® � � A °0 S10N c NOTE -Y /1"° • OF WASH INOTb,N PUBLIC m ea � 411 -1 /JiV,13y' � Ua �� $ AU() I TOR'5 CERTIFICATE FILED FOR RECORD THI5 DAY OF , 199L_ AT M. IN BOOK OF PLAT5 AT PAGE AT THE REQUEST OF WYATT - JAYKIM ENGINEERS. E19.11.182120.100031.96 WM= SPOKANE GOUNTY AUDITOR 5UR GER TIFIGATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY . DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SPOKANE COUNTY SUBDIVISION ORDINANCE. SARA MARKS, L.5. 22961 5POKANE COUNTY UTILITIE5 DEPT. EXAMINED AND APPROVED THIS 1.14 DAY OF 1 . L. 199* (j; )Li' L Ltt.t Cry DIRECTOR, SPOKANE GO NTY UTILITIES 5POKANE COUNTY EN& I R EXAMINED AND APPROVED THIS .5 ' h DAY OF %� 1 / 199 • SPOKANE CUNTY EN GINEER 5POKANE G0. 'S ' . Y PLANNING DEPT" EXAMINED AND APPROVED THI5 DAY OF 199_ DIRECTOR, SPOKANE COUNTY PLANNING DEPT. 5POKANE GOU HEALTH 015TR IGT EXAMINED AND APPROVED TH15 DAY OF 199_ SPOKANE COUNTY HEALTH OFFICER 5POKANE COUNTY A55E55OR EXAMINED AND APPROVED THI5 DAY OF 199. SPOKANE COUNTY ASSESSOR BY DEPUTY SPOKANE COUNTY TREASURER FILENAME: 4053PLT2.DWG 5POKANE COUNTY COMMI551 t R5 THIS PLAT WAS APPROVED AND ACCEPTED BY THE COUNTY COMMISSIONERS OF SPOKANE COUNTY WASHINGTON, ON THI5 DAY OF , 199 CHAIRMAN, SPOKANE COUNTY COMMISSIONERS 5POKANE COUNTY TREA5URER I DO HEREBY CERTIFY THAT THE REQUIRED TAXES ON THE HEREIN PLATTED LAND HAVE BEEN FULLY PAID THI5 DAY OF 199_ FINAL PLAT OF THE HARRIS SUBDIVISION PHASE TWO LOCATED IN A PORTION OF &OVERNMENT LOT 3, SECTION 3, T.25 N., R.44 E., W.M. SPOKANE COUNTY, WASHINGTON FOR MICHAEL HARRIS PROJECT: 4053 SHT 1 OF 1 I TBM -NAIL SET IN NORTH SIDE OF POWER POLE. EL ASSUMED TO BE 100.00 L CORRESPONDS TO EMENDED WEST LOT 1 PROPERTY UNE ACP EL 99.30 CURB INLET- - STA 0 +42.07 TOC EL 99.81 CUT EL 99.14 VERIFY CATCH BASIN LOCATIO 4 CR STA 0 +88.10 RIC d AVE TOC EL 100.57 STA 1 +26.72 RICH iA STA 0+00 HARRIS TOC ACP EL 100.97 m 1 7 ® 174 I T TA 23.35 0c EL 161. EXISTING CURB ---1 1 CR 5'T TOC EL EDGE OF DOSING ACP TOC LEFT 1-00 CENTEE.LIN E SAWCUT AT 15' OFFSET FROM CENTERUNE 105 100 TOC RIGHT 100 1 NO. DATE I BY +64.11 2.40 00 0 -50 50 1 PHASE I '208' BASIN & D WELL 8' 2-00 N 8 d N= reE2 n 2g 8 o TAPER TO 18' WIDTH z BETWEEN 0 +00 AND g EXI /0+30 MATCH STING TOC TOC EL 99.65 98.32' _ TAPIR STA 0+30 EXIST CATCH BASIN RDA EL 98.70 m m 0 o� 6. LAT 1 INSTALL STREET SIGN • AND STOP SIGN 8.5' WIDE '208' BASIN BEGINNING AT 5E CORNER LOT 1 EXTENDING TO gA_Q +8Q.52 .1•1ARRIS C011H7 I STA 0+50, 25' 61 / A 0+3g TALL TYP A TO C 7x 100. 73 DRy INS AE3i -as'::-■ir to `a• ' 208' BOTTOM EL 98.95 N n 1 z 0 0) ) Ed mm 0 -H00 APPR. I EL Ni0FR cn /T R STA 0+38 OC EL 100.73 4i.6 R 18.0' L 26.5' kJ 11 Isi • L L- - 5 FOOT DRAINAGE 1 I EASEMENT 1 1 98.32' LOT 8 STA 2+53.14 TOC EL 106.66 MATCH PHASE 1 PLANS SEE PROFILE FOR ADDMONAL ELEVATIONS g cj : ° rn ch 0-1'50 1 0 98.32' 1-0T 2 E ASE ME ENT DRAINAGE SE113ACK LINE BO SHADING REPRESENTS PROPOSED ASPHALT _- -- UMIi5 N. 98.32' 5.88' FLQW 2 �` IR�7 +47.05 sb OC E1�y1 02.74 1 y COURT? --% rtrr E .+n +80.89 aI L CURB INLET 61; • C�1T EL 99.58 uT 5 i • • iRAINAGF E4112__ __ '' �∎ 98.32' m 5` '208-BA31N" EXTENDED N - - -- - OM PHASE 1 CONSTRUCTION C STA 0 +8052 HA 2RIS COURT �, BOTTOM . 0 EL 101.7 • 10' INTERIOR BLDG / SEIHACK TYPICAL - '208' BOTTOM EL 47 98.9 5 T n 0 LOT 7 98.32' GRAPHIC SCALE In g ( IN FEET ) 1 inch = 50 tt. o m 8 + <d o m m O m d 75' VC 8 + 0 W + 0 1� W 75' VC S + d 0 . N � m g M a � zrn 1+00 00 1+50 REVISIONS PROPOSED FINISH GRADE MORROW COURT `EXISTING GROUND PROFILE PROPOSED FINISH GRADE EXISTING GROUND PROFILE PROPOSED FINISH GRADE "- EXISTING GROUND PROFILE 0 8 DRAINAGE EASEMENT 32.9 27.23' H - CR STA 2 +58.90 1 TOC EL 103.00 28.80' LT R30' N itlq 5 CUT EL 10,07 R STA 2+58.90 C TOC EL 103.00 + "• 28.130' RT D 6.52' ARROWS IN TE DIRECTION OF C O E FLOW ON .74 z 8° 2+00 .73 STPr.2+93.48 TOC R Et -103.39 0 n r N a N ' SEAN DESIGNED BY SEAN DRAWN BY CHECKED BY co 60 Z co ° 2+50 LOT 3 DRAINAGE EASEMENT_ LOT 6 142.46' r tri ° 3-f 00 6 / STA 2 +93. A5'-LT ! 1� .39 ( 146.76' 3/15/94 DATE 3/15/94 DATE DATE LOT 4 - - STA 3+15.98 QC 0. T03.63 3' LT 10' WIDE G \\ /EASEMENT > UTILITY 1_ _ -- J +d M 55.36' UTILITY EASEMENT STA 3t 15.98 LOT 5 TOC 103.83 38,+97' RT EI W EI E NI 76.84' 1tP ufln; I-A IMrrn STA 3. 3 8.48 1f0C EL 103.87 CUL -D -SAC �A 2+3.48 El 103.82 48.73' N D V�ERSRO AL ° 0 c4 3-t- 50 DSY�UP6R9 9 IG TUR% DEVELOPERS SIG TURE DATE OF APPROVAL / EXPIRES O6122/ WEI.LRSLY AVENUE c4 HEROY AVENUE Q O P4 A O 8 RICH AVENUE \\ 14,. 100 2 7 PROJECT LOCATION LOCATION MAP NOTE: SEE SPOKANE COUNTY STANDARD DETAIL SHEET B -8 FOR CURB INLET DETAIL. L =5' IN ALL CASES SPOKANE COUNTY TYPE "A" CURB. R /W 0 + N S =O.OIG' 2% 0 a 0 m Md W. 1801 BROADWAY, #110 SPOKANE, WA 99201 (509) 328 -5139 e ALL STATIONS BASED ON CENTERUNE • CUL-DE-SAC PROFIT.F JO /ENOON/E/ RS " CLASS "8" ASPHALT CONCRETE CONTAINING 5 3/4% TO 6 1/4% ASPHALT ONTO" CRUSHED ROCK TOP COURSE IN ACCORDANCE WITH WSDOT SPECIFICATIONS. 18' 2% Tvp. MORROW COURT STA 0 +00 TO 2 +53.14 al& . NEld ISA SPOKANE COUNTY TYPE "A" CURB. S= 0.0050 50' RIGHT OF WAY a M R/W EXPOSE 6" CURB FACE (TYR.) / PROPOSED ASPHALT PATCH CLEAN CUT EXISTING ASPHALT PRIOR TO CONSTRUCTION 0 m M N +O Q �. �lk cc O 1 U r 1.0.010 m 101 THAIN RD. LEWISTON ID 83501 (208) 746 -2661 SECT 3, T 25N, R 44E 18' 2% Typ. 3'+ /- 18' • 60' ROW 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 NOTE: ANY CONFUCTING UTIL111ES SHALL BE RELOCATED PRIOR TO CONSTRUCTION OF ROADS OR DRAINAGE FACIUIIES. 7' 2% R /W NOT TO SCALE 120 115 110 105 100 95 U z n t• o; 88'0 dad ggi0 E5 m 00) 00 S=0.0038 0 -00 0 - 50 S= 0.0192 EXISTING ASPHALLT 0 o $ 1 -00 VARIES n n 8 ,+.-2d 0 RICH AVENUE 1 -50 EXISTING NORTH EDGE OF ACP R/ S= 0.0358 3 3 2 - 00 .2' MIN -I DRAINAGE EASEMENT AS SPECIFIED ON PLANS d .2' MIN S= 0.0490 DRAINAGE EASEMENT AS SPECIFIED ON PLANF. TOP OF CURB ELEVATION GRATE ELEVATION 50' VC ROPOSLD TOP TOP OF CURB 2 -50 s suE3 IVISIO PH H Y x rRA1i.A ;E COUNTY PROJECT #P1683A Amel 1 FLAT POND BOTTOM ELEVATION AS SHOWN ON PLANS. • TYPICAL '208' POND WITH DRAINAGE STRUCTURE SECTIONAL VIEW TOP OF CURB ELEVATION ww w µ.• ••M N. Wwww w w*{..i..l. W.L W.4 W J. FLAT POND BOTTOM ELEVAT1ON AS SHOWN ON PLANS. TYPICAL '208' POND WITHOUT DRAINAGE STRUCTURE SECTIONAL VIEW -LASE TGF OF CURB 3-00 CZ- �.r 0 n zz e8 0 J1F /® 3 -50 .5' - STREET ROW UNE SEE SPOKANE COUNTY STAtONV DETAIL A NO ON PLAN. STREET ROW UNE 4-00 .5' SPOKANE COUNTY TYPE #1 INLET 7' 7' .5' INSTALL GRASS SOD OR TURF NOTE: WRAP DRYWELL BARREL AND GRAVEL ENVELOPE WITH FILTER FABRIC. (AMOCO #4545 OR APPROVED QUAL) 5 ' NOTE: WRAP DRYWELL BARREL AND GRAVEL ENVELOPE WITH FILTER FABRIC. (AMOCO #4545 OR APPROVED EQUAL) SPOKANE COUNTY f TYPE #1 INLET CURB DROP MORROW CT PLAN & PROFILE PROJECT: 4053D e- CURB DROP NORMAL GUTTER UNE ELEVATION ASPHALT PAVEMENT NORMAL GUTTER UNE ELEVATION ASPHALT PAVEMENT OF 1 5' WIDE PATCH TBM -NAIL SET IN NORTH SIDE OF POWER POLE. EL ASSUMED TO BE 100.00 EDGE ACP STA 0 +00 BEGIN 5' PATCH CORRESPONDS TO EXTENDED WEST LOT 1 PROPERTY UNE ACP EL 99.30 STA 3415 BEGIN TAPER TO 8' PATCH CURB INLET - STA 0 +42.07 TOC El_ EL 99.81 VERIFY CATCH BASIN LOCATIO 4 CR STA 0 +88.10 RIC.6 TOC EL 100.57 ! LIORRON BEGIN TAPER TO 7' PATCH STA 1 +26.72 RICH STA 0 +00 HARRIS ACP EL 100.97 iTA 23.35 'OC EL 161. EXISTING CURB STA 1464.11 END TAPER 10 CR :•T 1 +64.11 7• PATCH TOC EL 2.40 OF DOSING PHASE 1 '208' WELL do 2 -00 ts. 7' WIDE PATCH STA 2 +50 TO 3 +00 CONTRACTOR SHALL WSTALL ASPHALT AT A T} cKNESS THAT WLL PROVIDE BETWEEN A 2% AND A 4.5% FROM THE CU11.BE TO THE GUI I STA 3*5749 END PATCH AT 8' WIDTH CENTERLINE 1E5 TOC LEFT too 135 1.:D 1 TOC RIGHT 100 AVE = 1 0 - 50 cJ zN E 0+00 NO. DATE I BY APPR. w a TAPER TO 18' WEDTH z BETWEEN 0+00 AND g 70 +30 MATCH EXISTING TOC EL 99.65 I 98.32' -- i . TAPER STA 0+30 EXIST CATCH BASIN ,.' R M 98.70 -T PtoTE C' N N • LOT I ^. INSTAL!. STREET SIGN 2 AND STOP SIGN 8.5' WIDE '208' BASIN BEGINNING AT SE CORNER LOT 1 EXTENDING A Q ±80.52 HARRIS COURT ? STA �0E�+15,0, 25 .T L 3 - R RYwai $. wZ FicG. 5 Milt 51A 0+24.34 23.98 RT TOC EL 100 55MORR . - I w R STA 0+38 TOC EL 100.71 41.0" 4 IN 1 ttI k ` - 5 FOOT DRAINAGE I EASEMENT 50� 1 STA 2 +53.14 I TOC MATCH PHASE 6 1 PLANS SEE PROFILE FOR ADDITIONAL ELEVATIONS - OU 50 - '208 1 ° Val 0+50 5 F 98_32_�' 0 W COU •--t CU 4423.74 I �0 g o STgq +80.89 0 INSTLL A CURB INLET, 41 �� r' CUT EL 99.58 FLOW in 5' MBE '208'' EXT BA°IN ENDED o - -- R 18.0' OM PHASE 1 CONSTRUCTION F_ BOTTOM L 26.5' 0 STA 0 +80.52 HARRIS COURT EL 101.74 LOT 8 98.32' STA 3457.49 END OF PHASE 1 CURBING TOC S2' - - 208' BOTTOM EL 98.95 �� _ FLOW a �� T A + i4 o 5 47.3T BOTTOM EL 98.95 i4 +0 O 0 V J do W 75' VC 8 O d o � O 0 o J dW 75' VC +g O d do + 0 *- EE -J 75 VC 0 <0 25 +18 P N 8 z d � � 6„0 . 1+00 REVISIONS 50 GRAPHIC SCALE - ( IN FEET ) 1 inch = 50 ft. ORROW COURT 0 CT1 O w� 1+ R STA 2 +58.90 C TOC EL 103.00 28.80' RT 5�F TRAINAGE EiI A ■t'E BOTTOM - -- EL 101 74 SHADING REPRESENTS PROPOSED 98.32' LOT 2 98.32' 100 98.32' 5.88' 98.32' 1('' I'. i EF( )F BLDL' , DRAINAGE LOT 7 EAS EMENT PROPOSED FINISH GRADE EXISTING GROUND PROFILE EXISTING GROUND PROFILE PROPOSED FINISH GRADE EXISTING GROUND PROFILE 0 N za0 O 24 00 6.52 A 0 n 0 LOT 3 DRAINAGE EASEMENT ARROWS IND TE DIRECTION STA 2+93.4 OF STORMW FLOW ON TOC EL 10 1% CURB E. - 45' LT _+ . 1 32.97' . / T \. i R -3 6'� L 4 . 73 x.86 STA 2 +93.48 TOC EL - 103.39 _ 45' RT u7 O N r`. N < 01 1 e7 CO I.7 C .' N - ' 6i d Sou 0263 0 0 r + r� N '. l:l 5 F 0 000 E �t 0 2+50 SEAN DESIGNED BY . SEAN DRAWN BY ' CHECKED BY 200 LOT 6 142.46' 146.78' Tl. s S =0.005 _ 3/15/94 DATE 3/15/94 DATE DATE .39 STA 3+15.98 TOC EL 103.63 38.97' LT LOT 4 iii STA 3t�38.48 TOC EL 103.87 CUL -DE -SAC STA 2 +93.48 ACP EL 103.82 STA 3+15.98 LOT 5 TOC EL 103.63 38.97' RT 55.36' L :r 78.84' 46.73' EXPIRES 06/22/ N D VELOPERS AP ROVAL � � DEVELOPERS SIGI<TATURE DATE OF APPROVAL RICH AVENUE NOTE: SEE SPOKANE COUNTY STANDARD DLIAIL SHELI B -8 FOR CURB INLET DETAIL. L =5' IN ALL CASES -- • 105 100 WELLESLY AVENUE 1 HEROY AVENUE 2 PROJECT LOCATION LOCATION MAP SPOKANE COUNTY TYPE "A" CURB. U w O 7 \\. R /W ®tia - .6111 i 7' 2% i Afar& N11 i .6 i W. 1801 BROADWAY, #110 SPOKANE, WA 99201 (509) 328 -5139 M d • ALL STATIONS BASED ON CENTERUNE SPOKANE COUNTY TYPE "A" CURB. 18' - 18' 2% Typ. 2 " CLASS "B" ASPHALT CONCRETE CONTAINING 5 3/4% TO 6 1/4% ASPHALT ON 10" CRUSHED ROCK TOP COURSE IN ACCORDANCE WITH WSDOT SPECIFICATIONS. MORROW COURT STA 0 +00 TO 2 -I -53.14 M d CUL -DE -SAC PROFILE R/W EXPOSE 6" CURB FACE (TYP.) / PROPOSED ASPHALT PATCH CLEAN CUT EXISTING ASPHALT PRIOR TO CONSTRUCTION 50' RIGHT OF WAY = 0.010 3 IMIS. if Jr -- SS am SPY _$ r IWO - „ am s a ® a s - , . U v lam/ 8U V [G !G U-11 S S ti.Ji lr°71 V U OF.T S 101 THAIN RD. LEWISTON ID 83501 (208) 746 -2661 SECT 3, T 25N, R 44E m 7 0 a d M p 2% Typ. MMMMmmm 2% 18' 60' ROW EXISTING ASPHALLT EXISTING ASPHALLT SEE PLAN VIEW F041 WIDTH VARIATION BETWEEN 5' AND 6' WIDTH 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 7 R/W NOTE: ANY CONFLICTING UTILITIES SHALL BE RELOCATED PRIOR TO CONSTRUCTION OF ROADS OR DRAINAGE FACILITIES. NOT TO SCALE 120 115 110 105 100 95 S=0.0038 - too o CD 0 -00 0 -50 S =0.0192 1-00 Mt .4 W VARIES 4 EXISTING lORTH EDGE OF ACP 1--50 R/W RICH AVENUE S =0.0358 3 3 2 .2' MIN DRAINAGE EASEMENT AS SPECIFIED ON PLANS .2' MIN 4 S =0.0490 DRAINAGE EASEMENT AS SPECIFIED ON PLANS ROPOSE.D TOP TOP OF CURB 2 -50 HARRIS SUBDIVISION PH 11 ROADWAY & DRAINAGE COUNTY PROJECT #P1683A 3--00 TOP OF CURD ELEVATION GRATE ELEVATION FLAT POND BOTTOM ELEVATION AS SHOWN ON PLANS. STREET ROW UNE TYPICAL '208' POND WITH DRAINAGE STRUCTURE SECTIONAL VIEW TOP OF CURB ELEVATION ww ww •ww ww www w W wwww www ww w W.L 4.1.• 4.1,4 w FLAT POND BOTTOM ELEVATION AS SHOWN ON PLANS. TYPICAL '208' POND WITHOUT DRAINAGE STRUCTURE SECTIONAL VIEW 3 -50 7. 4 -00 5 STREE.I ROW UNE r SEE SPOKANE COUNTY STANDARD DETAIL SW' LEET 8 1. TYPE AS NO to ON PLAN. SPOKAIIE COUNTY TYPE #1 INLET .5' .3' FILENAME: ROADPP INSTALL GRASS SOD OR TURF 7' .5' SPOKANE C XINT I TYPE Y1 ItiET _ NOTE: WRAP ORYWELL BARREL AND GRAVEL ENVELOPE WITH FILTER FABRIC. AMOCO #4545 OR APPROVED EQUAL) CURB DROP CURB DROP NOTE: WRAP DRYWELL BARREL AND GRAVEL ENVELOPE WITH FILTER FABRIC. (AMOCO #4545 OR APPROVED EQUAL) MORROW CT PLAN & PROFILE PROJECT: 4053D . ' 4. I4.94. I SHT 1 i/ o c73 fr NORMAL GUTTER UNE ELEVATION ASPHALT PAVEMENT NORMAL GUTTER UNE ELEVATION ASPHALT PAVEMENT OF 1 y - TBM -NAIL SET IN NORTH SIDE OF POWER POLE. EL ASSUMED TO BE 100.00 NO. CURB INLET STA 0 +42.07 TOC EL 99.81 V CATCH BASIN LOCATIO 4 CR STA 0 +88.10 RIC I AVE TOC EL 100.57 = 1 -00 U STA 1 +26.72 RICH - STA 0 +00 HARRIS ACP EL 100.97 EXISTING CURB CENTERLINE TOC RIGHT DATE BY m tz 0 s w CORRESPONDS TAPER TO 18' WIDTH TO EXTENDED 2 BETWEEN 0 +00 AND PROP ERN UNE Fn /0 +30 MATCH EXISTING TOC ACP EL 99.30 00 3 / -- -�"�'- EL 99.85 98.32' ;TA 3.35, 2374 ItT 'OC I EL 101.57 I CR ST 1 +64.11 TOC EL 2.40 EDGE OF EXISTING ACP SAWCUT AT 15' OFFSET FROM CENTERLINE 10S TOC LEFT y ep 1F0 1ES 0 -50 ( t PHASE I '208' BASIN WELL D 2 -00 O 0+00 APPR. MOO! -t --' 1 06-- 18. 50 - ENb TAP STA 0 +30 - -EXIST CATCH BASIN M EL 98.70 LOT INSTALL STREET SIGN AND STOP SIGN 8.5' WIDE '208' BASIN BEGINNING A E CORNER 5 T11 STA A yy VV yy EE �� ,, 0, 2 : I T 7 A 100.71_ -INSTALL 111 =99 '12' warirre=9 208' BOTTOM E L 98.05 TOC EL10040MORR cA r C STA 0 +38 TOC EL 100.73 4 R 18.0' L 26.5' mmOo 0+50 r '208' BOTTOM EL 98 95 t er- (o I l FOOT DRAINAGE 1 EASEMENT 98.32' STA 2 +53.14 TOC EL 106.66 MATCH PHASE I PLANS SEE PROFILE FOR ADDITIONAL ELEVATIONS LOT 8 0 25 50 1 1 t8 g 75 VC 8 o d d 8 g d a$m cW 75' VC co d 0 t S 08 td 75 VG d 1 mg � � N ° z g 6 O L 1+00 REVISIONS 14 ±8 ▪ d & WIRE IIN EXTENDED U�l OM PHASE 1 Ca STRUCTION STA 0+80.52 HARRIS COURT 0 a. L_ a $ 1-P50 98.32' LOT 2 5 SETBACK LINE ' EL 1.74 ( IN FEET ) 1 inch = 50 ft. SHADING REPRESENTS PPR SEDSEDASPHeLT " 38 37' 5.88' w AY COU °'_; STA S ' CU EEL 99 58 INLET °D - u 41.0 u u) FMT DRAINAPF _I: 98.32 - 98.32' t - BOTTOM EL 101.74 -' 10' INTERIOR BLD SETBACK TYPICAL DRAINAGE LOT 7 EASEMENT 98.32' GRAPHIC SCALE 100 PROPOSED FINISH GRADE `EXISTING GROUND PROFILE MORROW COURT PROPOSED FINISH GRADE "-EXISTING GROUND PROFILE TOC El .7r TOC t4u 02.7 ^" T - EL1.4.02.7 " PROPOSED FINISH GRADE EXISTING GROUND PROFILE 8° 2'1100 s 32.9 I e 4.26 H_" CR STA 2 +58.90 TOC L TC3.00 L 24.53' R30' 63119 '\ CUT D 438 STA 2 +58.90 C TOC EL 103.00 28.80' RT D 50' 39 6.52' n 0 n I ARROWS IN TE DIRECTION STA 2 +93. 1 SO C 'T UR RB E FLOW ON f 1 T to, STAk.2 +93.48 +93.48 \ T405C 1r 03.39 .- r, • � • P E co t� N O 2+50 r SEAN DESIGNED BY SEAN DRAWN BY CHECKED BY LOT 3 DRAINAGE EASEMF.t_ 200 LOT 6 142.48' i I o 3+00 146.78' 101.1. am* mmais mmen. 3/15/94 DATE . 3/15/94 DATE DATE STA 3 +15.98 QC EL T03.63 38:97' LT 0 N 10' UTILITY EASEMENT 10' UTILITY EASEMENT /8 ' STA 3 38.48 ,TOC EL 104.10 C UL-D -SAC 4 Et1 8 .P EV 103.82 STA 1 ,el 03 LOT 5 63 387' RT D VELOPERS AP RO AL DEVELOPERS Bldg TURF DATE OF AP}SROVAL 1 LOT 4 , 10' WIDE UTILITY , EASEMENT 55.36'1 46.73' EXPIRES 08/22/ q5" to 04 n (0 5 0 rx 0 0 NOTE: SEE SPOKANE COUNTY STANDARD DETAIL SHEET B -8 FOR CURB INLET DETAIL. L =5' IN ALL CASES -- 4- 1 , 8 RICH AVENUE 11 PROJECT LOCATION LOCATION MAP 105 100 WELLESLY AVENUE HEROY AVENUE 2 7 SPOKANE COUNTY TYPE "A" CURB. v v 0 R /W a F r.. erramoamMo • v 5 0 A d 2% 2% Typ. 2% Typ. M a •-mam m m ui ri d r CUL• •DE- CURB 5- 0.•10 = • ALL STATIONS BASED ON CENTERUNE • CUL-DE-SAC PROFILE ENGINEER'S e W. 1801 BROADWAY, #110 SPOKANE, WA 99201 (509) 328 -5139 18' - - 18' " CLASS "B" ASPHALT CONCRETE CONTAINING 5 3/4% TO 6 1/4% ASPHALT ON " CRUSHED ROCK TOP COURSE IN ACCORDANCE WITH WSDOT SPECIFICATIONS. SPOKANE COUNTY TYPE "A" CURB. • 50' RIGHT OF WAY MORROW COURT STA 0 +00 TO 2 +53.14 i� m 4 p O m v:?, l7 u m i • o r O N O d E R/W SURVEYOR'S E -SAC CURB S■0.010 10 Q m + A NS _.-- 7' 18' EXPOSE 6" CURB FACE (TYP.) PROPOSED ASPHALT PATCH CLEAN CUT EXISTING ASPHALT PRIOR TO CONSTRUCTION 101 THAIN RD. LEWISTON ID 83501 (208) 746 -2661 0 p SECT 3, T 25N, R 44E � am, moon. nnr °a. 7' 2% R/W • 60' ROW EXISTING ASPHALLT 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 NOT TO SCALE NOTE: ANY CONFUCTING UTILRIES SHALL BE RELOCATED PRIOR TO CONSTRUCTION OF ROADS OR DRAINAGE FACIUTIES. 120 115 110 95 0 -00 0 -50 1 -00 do Jo W W Wd. VARIES sit tar w w w .. *tie 1--50 1- EXISTING NORTH EDGE OF ACP R/W S- 0.0358 3 RICH AVENUE 2 -00 DRAINAGE EASEMENT AS SPECIFIED ON PLAN;' .2' MIN .2' MIN 50.0490 DRAINAGE EASEMENT AS SPECIFIED ON PLANS' 5O' VC ROPOSF,D TOP TOP OF CURB 2 -50 HARRIS SUBDIVISION PH 11 ROADWAY & DRAINAGE: COUNTY PROJECT #P1683A PRASE I TOP OF CURB dui m : +2 ") N N ' < + O� W N4 'd-'J O 01 LLJ P 3 -00 TOP OF CURB ELEVATION GRATE ELEVATION 1 FLAT POND BOTTOM ELEVATION AS SHOWN ON PLANS. SECTIONAL VIEW TOP OF CURB ELEVATION FLAT POND BOTTOM ELEVATION AS SHOWN ON PLANS. 3 -50 STREET ROW UNE 4 -00 TYPICAL '208' POND WITH DRAINAGE STRUCTURE STREET ROW LINE r 1 SEE SPOKANE DETAIL COUNTY STANDARD NO 7Z EET ON PLAN. .5' .3' TYPICAL '208' POND WITHOUT DRAINAGE STRUCTURE SECTIONAL VIEW 7' \ 3 INSTALL GRASS SOD OR TURF NOTE: WRAP ORYWELL BARREL AND GRAVEL ENVELOPE WITH FILTER FABRIC. (AMOCO #4545 OR APPROVED QUAL) 7' 1 .5' .5' CURB DROP CURB DROP NOTE: WRAP DRYWELL BARREL AND GRAVEL ENVELOPE WITH FILTER FABRIC. (AMOCO T #4545 OR APPROVED MORROW . CT PLAN & PROFILE NORMAL GUTTER UNE ELEVATION ASPHALT PAVEMENT NORMAL GUTTER UNE ELEVATION ASPHALT PAVEMENT MIME ENGINEER PROJECT: 4053D FILENAME: ROADPP I SHT 1 OF 1 50 3 INSTALL GRASS TURF CR SOD 5.88' CURB INLET CR STA 2 +47.05 TOC EL 102.74 CUT EL 102.07 DRAINAGE LAMONT AS SPev D DI PLANS 77 Cr CAPS C1VA7KAt 1LM Pao BeTTCAI l3EVAAa4 AS SHOW Cot MAS TYPICAL '208' POND WITHOUT DRAINAGE STRUCTURE SECTIONAL VIEW LOT 3 25 GRAPHIC SCALE L 24.53' R30' ( IN FEET ) inch = 50 ft. LOT 3 42.45' ARROt4S INDICATE DIRECTION STA 2 +93. OF STORMWATER FLOW ON rTO•C EL 10 1% CURS GRADE BOTT01,( EL 10T37 - 1 - 26 ' 2.9 CR STA 2+58.90 TOC EL 103.00 28.80' LT HARRIS PHASE II - P 1 ES3 rnarT Io. L 1 100 Y CUM coop r. 1wI ala+olLT +tl/ u14 ra rro l�f Ir-Iar 2i.0 A.144tLT PANDENT 10 UTILfIY EASEMENT 1,2a_ SVt,O ors, roCa plair . r\ • � ch.? I EXPIRES 06/22/ Proust a -51 La'i \ \- ,plans (v0c4 er,ACc., �4s we11L . t\ 1 1 -C TC. .„T! v.; L ho C An C. �ly ENGINEERS a SURVEYORS tot TEAM ID. urancr. m IwoI poyT 50 CflASIAOC wagon' Al W172,2/3 CA MAR' RAT POO AMOY arvArck INSTALL GRASS TL:RF AS SHOW 04 P.ANS. OR SOD 0 - • al BOTTOM. EL 101.57. LOT- 8 25 6.52' 0 HARRIS PHASE TYPICAL '208' POND WITHOUT DRAINAGE STRUCTURE SECTIONAL VIEW GRAPI- t2 OSVATCSI 1C SCALE ( IN FEET ) 1 inch = 50 ft. CVRI. INLET arn 2+47.05 TOC EL 102.74 CUT EL 1Q207 R30' • R STA 2+58.S: TOC EL 103.00 28.80' RT 00 3,66 ' 73d STA-.2+93.48 TOC _r: 45' RT LOT 8 STA/27 /CA LK 146.78' UTILITY EASE1.D ■ CUPID CACP WAWA/ IS/7713l UNE ELLYATSSt 200 ASPHALT PAVEMENT I EXP!RES o6/22J MMIGEZiaMair EN G IAEER5 5L4'ZVEYOR5 y 0:Z4110 (ies) la/A-WM. 101 TIAN ND. LaInrolt. ID SOSS1 pos) 74S-1011 50 0 E2 D&h 030•00 AS SrUYIED ON PLANS LOT 1 25 0 HARRIS PHASE II Quit ELEVAnal / j VOLL MSS 1 cWIK7W SCO TURF TCP CUM ELLVA1034 FLAT POPO BOTTOd a_EVATV01 AS 440464 04 MAAS. TYPICAL '208' FOND WITH DRAINAGE STRUCTURE SECTIONAL VIEW GRAPHIC SCALE s( IN FEET ) 1 inch = 50 ft. 95.32' LOT 1 MIT POW UNE 8.5' . WIDE '208 BASIN BE.G:NNING AT SE CORNER LOT 1 D.TrOiNG TO STA 0+80.52_HAR. RIS STA 0+50, 25; 0 CR STA 0+38 INSTALL 1 A TOC 100.73 DRYWE., 7.18' — 9975 WES Z/A2 0+24.34, 23.98 R• TOC EL 100.65 STA 0+80.89 INSTALL CURB INLET. CUT El 99.58 - 7 1 7,1 eR 208' BOTTOM EL 98.95 HARRIS COURT 0 5 FOOT CRAP:AGE EASDAENT CURS DM* 10' UTILITY EASEMENT WW1. CUTTER LHE OXYA1104 /SPANS PAST EXPIRES 06/22J5 200 ENGINE e 51.RVEYOR.5 ...a I I MI AUDI /10. UT= 13 tM 50 CRAM+¢ WORM 4M As aMJVr. ex rum 0 25 100 I I 1 STA 0 +80.89 = R STA 0 +33 7INSTAL CURB INLET. :GC El. 100.71 CUT EL 99.58 }7 b. : �a : 5 FOOT DRJKAGE 98_32_ _ EASEMENT } — -10' UTILITY EASEMENT CR STA 1+64.11 _ i i R 18.0' 47.40' —� TOC a 102.40 STA 23.35, 23.74 RT TOC EL 101.57 1 ‘4 j TYPE ' 8" DRYWE L '( ' W /TYPE 3 F&C —r . �5 FOOT DRA!K GE RIM EL 99.45 ■ I T1T 16.: �' E.SDJE I U 52 LOT 8 HARRIS PHASE II TY'ICAL '208' POND WITH DRAINAGE STRUCTURE SE CTIONAL VIEW GRAPHIC SCALE ( IN FEET ) inch = 50 ft. HARRIS COURT L 26.5' 8.5' WIDE '208' BASIN EXTENDED FROM PIIASE_LCONSTRUCTION TO 0 +80.52 HARRIS COURT '208' BO: <OM EL 98.95 LOT 8 98.32' IDEET ,ON UK N c Y. 200 I Ex ?1- 06/22/q ENGINEERS e 5UZ VEYORS r. aoa MOO= 110 ioi a�a an M IL" a aws �ea ' ar --a3s 44= 1 rem-NAIL SET IN NORTH SIDE OF POWER POLE. EL ASSUMED TO BE 100.00 CURB INLET- - STA 0+42.07 TOC EL 99.81 CUT EL 99.14 VERIFY CATCH BASIN L0CATI0 4 CR STA 0 +88.10 RIC R AVE TOC EL 100.57 STA 1 +28.72 RICH - t om STA 0 +00 HARRIS TOC LEFT CENTERLINE TOC RI3HT NO. I DATE I BY CORRESPONDS TO EXTENDED WEST LOT 1 PROPERTY UNE PeA 4,4 N I , 138 0- tl� = 1 -00 U iT'A 35 23.74 'DC EL 101.87 EXISTING CURBS I 1-50 2. -00 I; m w CR TOC 2 + X11 EDGE OF EXIS11NG I i ACP PHASE I '208'. --T ' BASIN & D 106 C 0+00 APPR. TAPER TO 18' WIDTH BETWEEN 0 +00 AND /0+30 MATCH EXISTING TOC TOC EL 99.85 98.32' A ' 7 At s 0 TAP A 0+30 /�4.el - EOSTT CATCH BASIN . PR 8 g S , / 0 LOT 1 0+50 INS AND 8.5' WI 2 - 50 - STA 2+53.14 TOC EL 108.88 MATCH PHASE I PLANS SEE PROFILE FOR ADDITIONAL ELEVATIONS LOT 8 98.32' 8$ a8 d &D' VC 9. ° $ 8 gd gd EET SIGN P SIGN BASIN p� ' LOT 1 BIS DI G INSTA T EE . R LL TTI'P2 T IME' 99W 17.. 208' BOTTOM EL 98.95 d o V s 6 gd S • .5' WIDE '208' ' ' N EXTENDED PHASE 1 CO - - UCT10N STA 0 +80.52 H►:RIS COURT 50 E� �32. 08.95 00. +S gd S 0 p N O 1.100 REVISIONS N 0 O EASEM SETBACK LINE 0 a) Os 1+'50 98.32' LOT 2 SHADING REPRESENTS PROPOSED ASPHALT UMti5 98.32 10' INTERIOR BLDG SETBACK TYPICAL RAT 7 Cj t S L.AICWV° L r J 25 98.32' '- EXISTING GROUND GRAPHIC SCALE PROPOSED FINISH / /GRADE PROFILE PROPOSED FINISH GRADE EXISTING GROUND PROFILE 98.32' 50 GROUND PROFILE OO BOTTOM 2+00 5.88' OF S A FLOW ON 1' .39 1 GRADE 45' 4.28 100 ( IN FEET) 1 inch = 50 ft. 3.88 STA 2 +93.48 TOC 45' Ri 103.39 0 0 , 13 . LOT ° LOT 3 142.48' 148.76' 2+50 SEAN DESIGNED BY SEAN DRAWN BY CHECKED BY 4' STA TOC EL 38.97' LT\ CUL D -SAD CURB S.0.111 0 • ALL STATIONS BASED ON CENTERLINE . 8 a g e c cf • - - SAP CURB $-O.t 10 3 r <(t 3/8/94 DATE 3/8/94 DATE DATE STA 3 15. Lai 5 TOC k 98 f �10 %3 • ALL STATIONS BASED ON CENTERLINE • N C1 10' UTiUTY EASEMENT CUL- -SAC STA 2+ 48 ACP 103.82 ° d 6 0 g d EXPIRES 06/22i(15 55.38' LOT 4 2 0 J 10' F UTILITY EASEMENT Itl TOCE1' 104.10 48.73' 1- m RICH AVENUE R /W SPOKANE COUNTY TYPE "A" CURB. WELLESLY AVENUE • HEROY AVENUE 2 7 11 8 11 PROJECT LOCATION LOCATION MAP NOTE: . toge SEE -E+4*- @f< - sru KHN t` STANDARD DETAIL SHEET B-8 FOR CURB INLET DETAIL ap04.; �F�f L ? ' 2% 7' _ - ?(;c_ e... -CQ,TL - sue.. proV► ENGINEERS 0 W. 1801 BROADWAY, #110 SPOKANE, WA 99201 (509) 328 -5139 18' 2% Typ. NMI INE - = _ = 50' RIGHT OF WAY 18' 2" CLASS "B" ASPHALT CONCRETE�ONTAINING 5 3/4% TO 6 1/4% ASPHALT ON CRUSHED ROCK TOP COURSE IN ACCORDANCE) WITH WSDOT SPECIFICATIONS. SURV V®u'US D S D . . G ,, 7 - 101 THAIN RD. LEWISTON ID 83501 (208) 746 -2661 2% T. A ' c, S COURT STA 0 +000 '2 +4'7.05 rs Gji ` y DEVELOPERS APPROVAL 2X DEVEIAP11:RS SIGNATURE DALE OF APPROVAL R/W NOTE: ANY CONFLICTING UTILITIES SHALL BE RELOCATED PRIOR TO CONSTRUCTION OF ROADS OR DRAINAGE FACILfES. 120 115 110 95 *'e.cA-stb,,, -Co kr 12 1 Ave )44 0 -00 0 -50 1 -00 g a ' EXISTING NORTH EDGE OF ACP 1--50 S- 0.0358 3 3 RICH AVENUE 2-00 .2' MIN J .2' MIN J S- 0.0490 DRAINAGE EASEMENT AS SPECIFIED ON PLANS DRAINAGE CASEMENT AS SPECIFIED ON PLANS 50' VC 1.3 0 'I ° F,J 0,.." ROPOSHD TOP TOP OF CURB 2--:;0 HARRIS SUBDIVISION PH 1=1 ROADWAY & DRAINAGE TYPICAL '208' POND WITH DRAINAGE STRUCTURE FLAT POND BOTTOM ELEVATION AS SHOWN ON PLANS. TYPICAL '208' POND WITHOUT DRAINAGE STRUCTURE SECTIONAL VIEW PHASE ?OP OF CURB 3 -00 TOP OF CURB ELEVATION GRATE ELEVATION FLAT POND BOTTOM ELEVATION AS SHOWN ON PLANS. SECTIONAL VIEW TOP OF CURB ELEVATION 0 0 3 -50 • STREET ROW UNE 4 -00 \\- .5' ySEEE SPOKANE C B- TYPE DE- E NOTED ON PLAN. Strat ROW UNE • 7. 7' FILENAME: ROADPP SOD O OR TURF CURB DROP NOTE: WRAP DRYWEU.BARREL AND GRAVEL ENVELOPE WiTH FILTER FABRIC. ( #4545 OR APPROVED CURB DROP 0 , 1 10 ro f en04 I • `� AQO r>.‘1!' CJI. ROADWAY PLAN & PROFILE PROJECT: 4053 SHT 1 NORMAL GUTTER UNE ELEVATION ASPHALT PAVEMENT NORMAL GUTTER UNE ELEVATION ASPHALT PA MAP 1 7 1994 tyc r 115 n02 SPUME COUNTY GIi EEt- MIAR 0 31994 I Sr CX/'.;rIE CCU '; urGlfati OF 1 reitifY EXISTING EDGE OF EXISTING ACP NO. J DATE BY APPR. CONNECT T EXISTING 6" STEM. LINE 120 100 80 1 CL RICH AVE CL McDONALD AVE 1a INSTALL DRYLINE SEWER STUB STA 0 +30 SEE DETAIL THIS SHEET t p*,00 / 0 +40 01 1 .... L1 ( 29.2E / 43.9N 0 CONNECT TO EXISTING WATER LINE 0.00 90' REVISIONS NN -INSTALL 8" GATE VALVE 18' to O 03 0.40 NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH WSDOT 1991 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, UNLESS NOTED 2. D.O.E. WATER AND SEWER SEPARATION REQUIREMENTS MUST BE MET AT ALL CROSSINGS AND PARALLEL CONSTRUCTION 3. ALL STATIONING IS ON THE ROADWAY CENTERLINE 4. SEE 1 11.614 ► n u 0D IRRIGATION DISTRICT #3 STANDARD SPECIFICATIONS FOR WATERLINE CONSTRUCTION DETAILS. 11 LOT 8 SEE DETAIL THIS SHEET FOR DRYLINE SEWER STUB DETAIL. O O Ca SEAN DESIGNED BY SEAN DRAWN BY CHECKED BY 30' BLDG STBK 1 LOT 1 4" SANFTARY SEWER /-1" WATER SERVICE SERVICE LINE. STA 0 +80 / LINE IE 89.38 5" TYP TYPE "B" j S SEE SPOKANE COUNTY STANDARD DETAIL SHT U -15 (TYPICAL) -a- 6' TYP MAINTAIN 10' MINIMUM SEPARATION .l WATER & SEWEtt LINES 0 -L80 1 +2' ' PROPb 1 4, 8" SEWER 9 � 4" SANITARY SEWER W SERVICE LINE. STA 0 +80\ IE 89.99 SE E ESPOKANE COUNTY STANDARD DETAIL SHT U -15 (TYPICAL) MIN 10' FROM SIDE LOT LINES (TYP) 30' BLDG STBK MAINTAIN 4.5' MINIMUM COVER C+80 2/17/94 DATE 2/17/04 PROPOSED 8" PVC WATER LINE HARRIS COURT NOTE: ALL MECHANICAL JOINT WATER FITTINGS ARE TO BE INSTALLED USING MEGA LUG FASTENERS EXISTING GROUND PROFILE AT CENTERLINE HARRIS COURP-N PROPOSED WATER UNE PROPOSED SEWER LINE DATE DATE - 1x 1E 15 !EXPIRES o11/22/15" I6' 4" SANITARY sgirmylit S SERVICE LINE. STA 1 +78 LE 90.2 TYPE 8 B" ` - 1 " WATER SERVICE LINE. SEE DETAIL SHEET FOR TYPICAL SERVICE L LOT 2 8" PVC SEWER ARM D9034 L =285' 3 =0.015 NOTE: INDICATES COUNTY MANHOLE NUMBER EAST OR WEST / OR SOUTH T. OF DIVISION St/ OF SPRAGUE AVE. NORTH & WEST REQUIRE N & W DESIGNATION 30' BLDG STBK 1+80 30' BLDG STBK m LOT 7 .-4 d' .-4 O 4" SANITARY SEWER SERVICE LINE. STA 1 +78 IE 90.82 TYPE "B" 1" WATER SERVICE-a-- LINE 2 +00 OD O 2+00 0I 1" WATER SERVICE LINE ENGINEERS W. 1801 BROADWAY, #110 SPOKANE, WA 99201 (509) 328 -5139 1- '-4 N 0 t x fl 0 4" SANITARY SEWER SERVICE LINE. STA 2 +70 8 SEE DETAIL SHEET. IE 92.40 TYPE "B" 7 1" WATER SERVI LINE 2+40 - ... .- .. -..._ PROPOSED 8" PVC WATER LINE O aD 0 2 +40 PROPOSED SI';11litt LINE 2 +80 .1 ( 1 't ." f p. .11 a, SUR'VEYOR'S U ORS 101 THA RD. LEWISTON ID 83501 (208) 746 -2661 f S LOT 3 SSMH STA 2 +99 RIMS EL 103.12 IE 92.28 4" SANITARY SERER SERVICE LINE. STA 2 +70 SEE DETAIL SHEET. IE 92.40 TYPE "8" LOT 6 CALL BEFORE YOU DIG!! 456 -8000 FIRE DEPT APPROVAL Td�31�i►�. CL$ FIRE OF'F'IC DATE OF APP 2+80 \\... STA 3 +14 INSTALL 10' RT 45' BEND MAINTAIN 4.5' MINIMUM COVER OVER WATER LINE 1 129.2E / 44.N 4" SA SEWER SERVICE LINE. STA 2 +90 SEE DETAIL SHEET. IE 92.90 TYPE "B" STA 3 +4& 5' LT INSTALL FIRE HYDRANT WITH GATES VALVE 1" WATER Si LINE 4" SANITARY SEWER SERVI LINE. STA 2 +90 SEE D SHEET. IE 92. 0 TYPEI'8 LOT 5 APPRC VED FOR SPOKANE UTILiT1E 3 8Y` ' Dft(E: 2.17.94 CONSTRUCTION PERMIT 1EQUIREDI NOTIFY THE PERMIT ENGINE .R 451- 3600 •,, . i n Q nC,I(" �- SEE SPOKANE COUNTY STANDARD DETAI , SHEET # U- :. FOR DETAILS LOT 4 J PROPOSED 8" PVC WATER UNE INSTALL 8" GATE VALVE - WATER /SERVICE LINE W NOTE: - SEE SPOKANE COUNTY STANDARD DETAIL NUMBER U -16 FOR SEWER SERVICE CONNECTION DETAIL. - SEE SPOKANE COUNTY STANDARD DETAIL U -2 FOR SEWER MANHOLE DETAIL. - DEVELOPER OR ENGINEER RESPONSIBLE FOR PROVIDING ...isi REPRODUCIBLE AS- BUILTS FOR APPROVAL AFTER CONSTRUCTION & PRIOR TO APPROVAL OF SEWER SYSTEM INSTALL 8" X8"X8" / TEE. CAF NORTH DIRECTION F:EDUCE TO 8" (AT TAP) AND CONNECT TO EXISTING 8" PVC GIN WOODLAWN ROAD. APPROX. 270' WEST OF TEE MAINTAIN 4.5' MIN COVER. e \ -STA 4 +32 INSTALL 8" X8"30"" "EE. HARRIS SUBDIVISION UTILITY SHEET COUNTY PROJECT # 1683 -92 FINISHED ROADWAY SURFACE (PAVEMENT) ROAD SUBGRADE INSTALL GABIIE'FED - CAP OR SCREW CAP AS SHOWN CLEAN -OUT STANDPIPE WILL BE USED AT END OF CONSTRUCTION TO CLEAN DRYLINE SEWER SYSTEM( OF CONSTRUCTION DEBRIS & EXCESS WATER. (STANDPIPE, CAPS, & TEE WILL BE OVER WHEN THE LINE IS 64.Asi4Lr u. SANITARY SEVER DRTUNE s SLOPE INSTALL STRAIGHT -� TEE W /CAP OR 9 M AT EFFECT FOR GENERAL NOTES DEVELOPER'S APPROVAL WELLESLY AVENUE HEROY AVENUE 2 RICH AVENUE 7 PROJECT LOCATION LOCATION MAP NOTE: CAPPED TOP OF C.O. STANDPIPE SHAM. BE SHOWN ON AS- GUILTS WITH (2) HORIZ. & (1) - VERT. CROSS TIES TO PERMANENT SURFACE FEATURES. 1 TEMPORARY CONSTRUCTION CLEAN -OUT FOR DRYLI OL TV tt MAINUNE STUB GRAPHIC SCALE 20 0 10 20 40 !v!;irnimmium. (..IN FEET ). 1 inch = 20 it EXISTING RIGHT -OF -WAY LINE (OR AS D BY ENGINEER) 1 1 1 4. PAVEMENT PATCHING REQUIREMENTS SHALL BE AS DETERMINED BY THE SPOKANE COUNTY ROAD DEPARTMENT. ADJACENT PROPERTY --- PRELIMINARY SHORT PLAT NUMBER 3P938 -93 11 PLAN & PROFILE 1. ALL SEWER LATE CONSTRUCTION METHODS AND MATERIAL SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AS JOINTLY PROMULGATED BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION, AND THE WASHINGTON STATE CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION, 1991 EDITION, AS ADOPTED AND REVISED BY THE SPOKANE COUNTY UTILITIES DEPARTMENT. THESE PLANS ARE S THEMATIC AND ARE NOT uii4 urai TO DEPICT ALL DETAILS OF THE WOI.K REQUIRED. THE CONTRACTOR SHALL BE RESPONSIBLE TO FAMILIARIZE HIMSELF WITH ACTUAL SITE CONDITIONS AND FACTORS AFFECTING THE WORK 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH SPOKANE COUNTY TO DEVELOP A TRAFFIC CONTROL PLAN AND INSPECTION REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ALL REQUIRED PERMITS. 3. ALL SEWER PIPE SHALL BE PVC IN ACCORDANCE WITH ASTM D 3034, SDR 35. BEDDING SHALL BE CLASS "F" USING NATIVE MATERIAL ROUGHLY CONFORMING TO SECTION 81 -2.03. MANHOLES SHALL BE IN ACCORDANCE WITH SANITARY S>;W1,'It MANHOLE DETAIL. 5. EACH SEWER SERVICE LINE SHALL BE A MINIMUM OF 10 FEET FROM SIDE LOT LINES. EACH SEWER SERVICE LINE AND MAINLINE STUB SHALL BE MARKED WITH A 4"x4" MARKER POST EXTENDING VERTICALLY FROM THE Shw tt SERVICE OR MAINLINE STUB INVERT TO A MINIMUM OF 24" ABOVE r ur►zrisu GRADE. EACH 4"x4" MARKER POST SHALL HAVE A 6 GAUGE GALVANIZED WIRE SECURELY ATTACHED FOR ITS ENTIRE LENGTH AND SHALL BE CLEARLY MARKED SHOWING THE 4 "x4" LENGTH IN FEET AT THE EXPOSED END. 8. urns ►►ring/ REPRODUCIBLE AS -BUILT DRAWINGS ARE TO BE SUBMITTED TO AND APPROVED BY THE COUNTY UTILITIES DEPARTMENT AT THE COMPLETION OF CONSTRUCTION. 2 HORIZONTAL AND 1 VERTICAL TIE SHALL BE SHOWN ON AS- BUILTS FOR ALL SIDE SEWER SERVICES, MAIN LINE STUBS, AND CLEANOUTS. THE UNDERSIGNED DEVELOPER OR HIS ASSIGNS AGREES TO CONSTRUCT IMPROVEMENTS IN ACCORDANCE WITH THIS PLAN, AND UPON COMPLETION, IS RESPONSIBLE TO SUBMIT REPRODUCIBLE AS -BUILT DRAWINGS APPROVED BY THE SPOKANE COUNTY UTILITIES DEPART AND PREPARED BY A PROFESSIONAL CIVIL EfGINEER LICENSED IN THE STATE OF WAS GTO L Vt. DEVELOPER'S APPROVAL DATE WATER & SEWER RECFniEr j MAR 1 7 1994 tAI1E COUNTY ENGINE j PROJECT: 4053D FILENAME: SEWERPP I SHT 2 OF 4