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S /6AJED By ,EnGIAJEE� T avtiS �! /4cE A BEFORE SPOKANE COUNTY PLANNING DEPARTMENT IN THE MATTER OF AN EXTENSION OF TIME REQUEST FOR PE- 1450 -84 ST. MARY'S TERRACE AN APPROVED PRELIMINARY PLAT THIS MATTER, a request for an extension of time from Harold Robinson has been received and decided upon, pursuant to Spokane County Subdivision regulation (Chapter III, Section G) and RCW 58.17.140. FINDINGS OF FACT FINDINGS OF FACT CONCLUSIONS AND DECISION 1. The individual signing below has been properly delegated the responsibility for rendering this decision by the Spokane County Director of Planning. 2. The subject preliminary plat was approved by the Board of County Commissioners on October 23, 1984. 3. If finalization of this subdivision does not occur prior to January 1, 1991, the existing zoning will be changed to the appropriate 'new zone,' of the Zoning Code which may have different standards or uses than originally requested. 4. Spokane County has established specific criteria for considering the extension of time for the expiration of preliminary subdivisions, specifically for regular subdivisions, and department policy for short subdivisions. These criteria are found in Chapter III, Section. G of the Spokane County Subdivision Ordinance and have been used as a basis for this decision. 5. The Comprehensive Plan designates this area of the preliminary plat as Urban, and the location is within the Priority Sewer Service Area. The Comprehensive Plan designation remains the same since the original preliminary plat approval. The proposal will be required to connect to the Valley Sewer. The County has adopted since the original approval an element of the Comprehensive Plan for Arterial Roads. 4th Avenue is designated a Collector Arterial on this Plan with a right of way width of 70'. 6. No additional conditions have been recommended by the various reviewing agencies and departments, including the County Engineer's Office, County Health District, County • Utilities and the Department of Building & Safety. 7. This is the second request for a time extension. The total life of the preliminary plat has been approximately six years. 8. The following fact is also relevant: a. The proposal is very close to being finalized, with final plats and water plans found in the file. CONCLUSIONS BASED UPON A REVIEW of (a) the criteria for approving an extension of time of the expiration date for a preliminary plat and (b) the above Findings of Fact, the following conclusions are made. 1. The final plat is very close to finalization. The final plat could be easily finished within a one year time frame. DECISION BASED UPON THE ABOVE Findings of Fact and Conclusions, an extension of time request for application PE- 1450 -84, St. Mary's Terrace, is hereby APPROVED until May 1, 1991. CONDITIONS OF APPROVAL 1. The following are the updated conditions of approval for PE- 1450 -84, St. Mary's Terrace. Extension of Time Findings File No. PE- 1450 -84 Page 2 2. Subsequent extension of time will only be considered upon a finding of substantial compliance with Chapter III, Section G, of the Subdivision Ordinance; otherwise the preliminary subdivision approval will become null and void. COUNTY PLANNING DEPARTMENT 1. The preliminary plat of record approval is for the property legally described in the application for this proposal. (Dated February 21, 1984, Plat of Record) 2. The final plat shall be designed substantially in conformance with the preliminary plat of record as legally described and advertised. No increase of density or lot number shall occur without a new application submittal and approval. 3. The preliminary plat is given conditional approval for one (1) year, specifically to May 1, 1991. 4. A final plat name shall be indicated before the final plat is filed, such name to be approved by the County Planning Director /designee. 5. Appropriate road name(s) shall be indicated. 6. Appropriate utility easements shall be indicated on copies of the proposed final plat. Written approval of utility easements by appropriate utility companies must be received with the submittal of the final plat. 7. 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 that: "Side yard and rear yard setbacks shall be determined at the time building permits are requested. The setbacks indicated on this plat may be varied from if proper zoning approvals are obtained." 8. A plan for water facilities adequate for domestic service and fire protection shall be approved by the water purveyor, appropriate fire protection district, Spokane County Building & Safety Department and Spokane County Health District. The agencies will certify on the WATER PLAN, prior to the filing of the final plat or any phase of the preliminary plat, that the plan is in conformance with their respective needs and regulations. The WATER PLAN and certification shall be drafted on a transparency suitable for reproduction and be signed by the plat sponsor. 9. The purveyor shall also certify that appropriate contractual arrangements and schedule of improvements have been made with the plat sponsor for construction of the water system in accordance with the approved WATER PLAN. The time schedule shall provide for completion of the water system and inspection by the appropriate health authorities prior to application for building permits within the final plat. The arrangements or agreements shall include a provision holding Spokane County and the purveyor harmless from claims by any lot purchaser refused a building permit due to the failure of the subdivision sponsor to satisfactorily complete the approved water system. 10. The final plat dedication shall contain the following statement: "The public water system, pursuant 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 subdivider /sponsor shall provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot and prior to issuance of a building permit for each lot." 11. No building permit will be issued for any lot within the final plat until certified by a Washington State - licensed engineer that "the water system has been installed pursuant to the approved WATER PLAN for the final plat," signed and stamped by said engineer. The certification may be in the form of a letter, but is preferred to be certified on a copy of the WATER PLAN'as a schematic map showing the "as- built" water system. 12. Spokane County Planning Department is required to record with the County Auditor a "Title Notice," as prepared and signed by the applicant, for a future acquisition area for road right -of -way and utilities to run with the land, and the future acquisition area reservation shall not be removed without prior approval by the Spokane County Planning Department. Notice shall be recorded prior to the issuance of a building permit and shall provide the following: REV 1/90 Extension of Time Findings REV 1/90 File No. PE- 1450 -84 Page 3 a. 5 feet of future acquisition area for road right -of -way and utilities, in addition to the existing right -of -way dedication required by the County Engineer, along 4th Ave. b. Building and other setbacks required by the Spokane County Zoning Code shall be measured 25' from the north edge of the Future Acquisition Area that is reserved for road right -of -way and utilities. c. The following minimum improvements necessary to support the use within the zone classification as required by the Spokane County Zoning Code standards should not be located within the Future Acquisition Area. 1. Landscaping 2. Surface drainage 3. Drainfields 4. Parking 5. Other d. The 5' Future Acquisition Area, until acquired by Spokane County, shall be private property and may be used as allowed in the zone, except any improvements (such as landscaping, parking, surface drainage, drainfields, signs or others) shall be considered "interim" uses. 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. e. This 'Title Notice" shall be signed by the owner to serve as official notice and acknowledgement of said Future Acquisition Area for road right -of -way and utilities. 13. The final plat dedication shall include: "No detached single - family dwellings or manufactured homes are allowed on any lot. That all tracts with any lot line designated Center Duplex Lot Line shall be restricted to one common wall dwelling unit (1/2 duplex), provided the duplex common wall is aligned over or with the Center Duplex Lot Line, and provided that each duplex unit (half) is totally on its side of center lot line when said lot line is extended vertically beyond the roof line." 14. The final plat map is to identify the duplex common wall lot line as. CENTER DUPLEX LOT LINE, and the line is to be drafted as a continuous "dash-dot-dash." 15. The final plat dedication shall include: "That the owners, heirs or assigns of each dwelling unit of each duplex structure do hereby agree to retain the color, texture and type of materials of the duplex exterior, and further agree that any "change" to said exterior shall have the written mutual approval of both owners of each half of the duplex prior to initiating construction of any such "change" to the exterior. Any replacement or addition to all or part of the duplex structure shall also require mutual approval. This agreement shall run with each associated lot and shall be enforced through civil court, and does exclude Spokane County from the terms and enforcement of said agreement." 16. The final plat dedication shall include: "That enforcement of the water and sewer systems agreement is a civil matter between each duplex unit owner(s) and not enforced by Spokane County." 17. Three (3) current certificates of title shall be furnished the County Planning Department prior to filing the final plat. 18. Upon filing the final plat the zone reclassification of the final plat area shall be finalized and the existing Agricultural Suburban Zone classification shall be changed to Two Family Residential (R -2) Zone, consistent with the site plan contained in the files. 19. All lots finalized will be required to meet all development standards of Spokane County Ordinances such as building setbacks, parking stalls and land use. 20. The barn on lot 8 shall be relocated to proper building setbacks prior to filing the final plat. 21. The final plat dedication shall state "Lot 2 shall be limited to a single story structure." • Extension of Time Findings File No. PE- 1450 -84 Page 4 COUNTY ENGINEER'S OFFICE 1. The conditional approval of the plat is given by the County Engineer subject to dedication of right -of -way and approval of the road system as indicated in the preliminary plat of record. 2. Plans, profiles, and cross- sections as designed to County standards showing proposed street centerline and curb grades shall be submitted to the County Engineer for approval prior to construction and/or the filing of each final plat; road plans to be prepared under the direction of a licensed Professional Civil Engineer. 3. Drainage plans and design calculations showing the alignment of drainage facilities shall be submitted to the County Engineer for approval prior to construction and/or the filing of the final plat. Drainage plans to be prepared under the direction of a licensed Professional Civil Engineer. 4. Construction within the proposed public streets and easements shall be performed under the direct supervision of a licensed engineer /surveyor, who shall furnish the County Engineer with "as- built" plans and a certificate in writing that all improvements were installed to the lines and grades shown on the approved construction plans and that all disturbed monuments have been replaced. 5. No construction work is to be performed within the existing or proposed public right - of -way until a permit has been issued by the County Engineer. All work is subject to inspection and approval by the County Engineer. 6. All construction within the existing or proposed public right -of -way is to be completed prior to filing each final plat, or a bond in the amount estimated by the County Engineer to cover the cost of construction of improvements, construction certification, "as- built" plans and monumenting the street centerlines shall be filed with the County Engineer. 7. Individual driveway access permits are required prior to issuance of a building permit for driveway approaches to the county road system. 8. The proposed plat shall be improved to the standards set forth in Spokane County Board of Commissioners Resolution No. 80 -1592, as amended, which establishes regulations for roads, approaches, drainage, and fees in new construction. 9. That the County Engineer has examined this development proposal and has determined that the impacts of this proposal upon the existing County Road System warrants the roadway improvements herein specified. 10. Dedication of 10 ft. of additional right -of -way along 4th Avenue is required. 11. Sidewalks are required along the arterial(s) on 4th Avenue. 12. The word "applicant" shall include the owner or owners of the property, his heirs, assigns and successors. 13. Existing county roads providing direct access to the plat shall be paved and/or curbed to Spokane County standards. 14. The proposed private road(s) as shown on the preliminary plat serving 7 lots with no extension possible, is approved by the County Engineer, subject to County Engineer memo dated March 27, 1984. 15. That a property owner association be formed for the purpose of maintenance of the proposed private road. That this association be formed in a like manner to other associations formed for care and maintenance of common open spaces and grounds. The County Engineer and County Subdivision Administrator shall review and approve appropriate documents prior to recording. 16. Private road(s) shall be improved to Spokane County standard for a private mad Urban- Suburban standard serving seven lots, and are subject to approval under Section 10.207 of the Spokane County Fire Code. 17. The following statement shall be placed in the plat dedication: REV 1,90 Extension of Time Findings "WARNING: Spokane County has no responsibility to build, improve, maintain or otherwise service the private roads contained within or provide service to the property described in this plat. By accepting this plat or subsequently by allowing a building permit to be issued on property on a private road, Spokane County assumes no obligation for said private road, and the owners hereby acknowledge that the County has no obligation of any kind or nature whatsoever to establish, examine, survey, construct, alter, repair, improve, maintain or provide drainage or snow removal on a private road. This requirement is and shall run with the land and shall be binding upon the owner(s), their heirs, successors or assigns, including the obligation to participate in the maintenance of the private road as provided herein." COUNTY UTILITIES DEPARTMENT 1. The dedication shall state: "The owner(s) or successor(s) in interest agree to authorize the County to place their name(s) on a petition for the formation of ULID by petition method pursuant to RCW 36.94, which the petition includes the owner(s)' property; and further not to object by the signing of a protest petition against the formation of a ULID by resolution method pursuant to RCW Chapter 36.94 which includes the owner(s)' property. PROVIDED this condition shall not prohibit the owner(s) or successor(s) from objecting to any assessment(s) on the property as a result of improvements called for in conjunction with the formation of a ULID by either petition or resolution method under RCW Chapter 36.94." 2. Any water service for this project shall be provided in accordance with the Coordinated Water System Plan for Spokane County, as amended. 3. Applicant will make connection to Public Sewer System. Sewer connection permit is required. COUNTY HEALTH DISTRICT 1. Water service shall be by an existing public water supply when approved by the Regional Engineer (Spokane), State Department of Social & Health Services. 2. 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. The dedicatory language on each plat shall state: "Use of private wells and water systems are prohibited." 3. The dedicatory language of the plat will state that: "Subject to specific application approval and issuance of permits by the Health Officer, the use of (an) on -site sewage system(s) may be authorized." 4. A combined surface water and sewage disposal detailed plan shall be approved by the County Engineer and the Spokane County Health District prior to the issuance of any building permit for this project. COUNTY BUILDING AND SAFETY DEPARTMENT 1. That the WATER PLAN shall show the location of each fire hydrant of fue prevention facility and must comply with Chapter 10.03 of the Spokane County Uniform Fire code Ordinance, as amended. 2. That the WATER PLAN shall specify the gallons per minute for each fire hydrant at residual pressure of no less than 20 p.s.i. (a minimum pressure). 3. That the Water Purveyor and Fire District shall sign the WATER PLAN prior to County Building & Safety Department's review. DATED THIS -25 " tDAY OF APRIL, 1990. enclosure REV 1/90 File No. PE- 1450 -84 Page 5 Extension of Time Findings File No. PE- 1450 -84 Page 6 Under state law and county ordinance, you have the right to appeal this decision to the Spokane County Hearing Examiner Committee. Upon receipt of an appeal, a public hearing will be scheduled. To file such an appeal, you must submit a letter along with $100 processing fee,to the Spokane County Planning Department, within ten (10) calendar days from the date this decision is signed. If you have any questions, please call the Planning Department at 456 -2205. mo c: County Engineer County Utilities County Health District County Building & Safety Fire Protection District No. 1 Vera Water & Power B. Todd Rooks, N. 1000 Argonne Rd., Spokane, WA 99212 Harold V. Robinson, N. 3519 Malvern Rd., Otis Orchards., WA 99027 Simpson Engineers, 919 N. Argonne, Spokane, WA 99212 File REV 1/90 SPO•ANC COUNTY COURT HOUSE Dear Sir: cartoon Or COUNTY ENGINEER ROBERT S. TURNER COUNTY ENGINEER SPOxmAnm ,cVA8asiavc row 99260 Decern ba-r 4, /99r Subdivision Name: Sr /4a.ri e s T M<e /v`r` / /1-5 One of the requirements set forth by the Spokane County Planning Commis— sion in connection with the above— titled plat involves the filing with this office of a Street Improvement Bond. A preliminary inspection of the plat has been made by this office and the amount of the Street Improvement Bond found to be: $ E9 i i i 7 e > e 2S22 A Street Improvement Bond in the above amount must be filed with this office prior to approval of the final plat. The bond will be released only upon satisfactory completion of the required street improvement. Please contact this office when work on the improvement is ready for inspection, or if you desire additional information or advice concerning the work. Very truly yours, Robert S. Turner, P.E. Spokane County Engineer Public Works Building North 811 Jefferson Street Spokane, Washington 99260 (509) 456 -3600 TO: (- \ 7 7 C �j [ r" '7 .11^`} Ne I S t n 1— Sp-) kone_ Cocin72 cn r SUBJECT: 5+. NAcxr Terrxtt.e.. Art r,t4iov, j tr DATE: I t ( ' Z.2( S �l Lr rl lc nnc • Mar 1-4,-1: 1e S ) I A1-i - S Ino....„„„ A rra 'non, G(rtii s Q Inn A 1 I /r I rte l w 14h o +he.r r m 9 J -r ro riN � /r-,tr r c.ntJ L,. ✓ / 5 /,� ri 4 ;nn /n 1 he (ILr 1 i _y trrr- Dey,nr- P71 en f < -- Mc 75 .4,4vn, tr L,./ rig fcc c,,,ii bt nrenr4ed -F,,.- - R is 1 S Yon g Signed ( P4,,� - }�= w Jurny:.n�J n CLARENI._ E. SIMPSON ENGINEER, INS. CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road Spokane, Washington 99206 Telephone: 926 -1322 TO: /� ` I C te r\' �v ( Sr ++ 1� ��.. + V 's l`anf_ l_O.. �t 4 Et'1 to c Q` -r' S J SUBJECT: `j-4'. 1.i1cry 's Tarr-ac t_ � 1 t_ S fro-C pro (oc 4 citmnalr DATE: l I/ l r /fit s J Al ItncA A Ore s +rte i Ic `l•,d dr o in ..9 c -Rai_ c, ' „, J 54- car' T +n .rr - & C 4 i Lan r '- 1 Ave Ave„ -Cr Alsr r_In 1orc Ic 4-11,, ✓ jts gr_ri. (....or -' c hCC4 4,r 4- Aoe. CLAREN E. SIMPSON ENGINEER, IN CIVIL ENGINEERS AND LAND SURVEYORS N. 909 Argonne Road Spokane, Washington 99206 Telephone: 926 -1322 RECEIVED NOV 14: 1985 County Engineering Si C2,rk ,e,��rnavlcr -> U IO +oo + +OI. 4- So 13 • '0 N To Ptc54 1 1.0e 12; 3Z :4%C 4X&ti« 2 %Guifv 10•S� 10.7 S 10.06 10 25 10.5 !o 10.0 cc 11 . Auenve JT . a ry.'3, 10.371 : 10 >o1 ._ IO_l8 10• 1 I0.c.7 10.9 12 -S 9.9Z_ ion IU42b 10.44 11.9 10.9 ' 11.19 N- !0:,54 10.42. to -v s. 1IA-4- 12 -3.1 r I 18 14. - Tho 1.1.4 _ II• S 10.79 10.7c- (100 11.71 12•Se //act sl. * /es_ a W u +'EndSD EctA End SD DATE = 11/11/85 DESCRIPTION = ST. MARY'S TERRACE SUBAREA 1 = .7 ACRES SUBAREA 2 = .36 ACRES OVERLAND FLOW VALUES Ct = .15 L = 200 N .4 S = .014 CHANNEL FLOW VALUES L = 240 Z1 = 30 Z2 = 4.5 N = .016 B = 0 S = .027 TD = .15 A' COMPUTED VALUES DUR = 8.96 I10 = 2.44 010 = 1.05 0A = 1.05 RATIONAL FORMULA HYDROLOGY DESIGNER = C SIMPSON 1 K1M 1 ` I I - 1 BASIN 1.1c2 SUBAREA 1 RUNOFF COEFFICIENT = .15 SUBAREA 2 RUNOFF COEFFICIENT = .9 TOTAL AREA = 1.06 ACRES COMPOSITE RUNOFF COEFFICIENT = .404716981132 DATE= 11/11/85 DESCRIPTION = ST. MARY'S TERRACE SUBAREA 1 = : ACRES SUBAREA 2 = .36 ACRES TOTAL AREA '= 1.06 ACRES BASIN INPUT DATA RAINFALL =' 2'. INCHES HYDRAULIC, LENGTH = - 440 'FEET _WATERSHED SLOPE = 2 PERCENT TRAVEL TIME = 0 HOURS CALCULATED VALUES TABULAR HYDROGRAPH S = 1.75 Q = .80 INCHES LAG = .10 HOURS Tc = .16 HOURS VOLUME = 2,963.84 C.F. MAX RUNOFF = 1.03 C.F.S. HOURS RUNOFF IN C.F.S. 10.0 0.00 11.0 .03 11.5 .06 11.70 11.80 .91 11.90 1.03 12.00 .77 12.10 .47 12.20 .28 12.30 .21 12.40 .18 12.50 .16 12.60 .13 12.70 .11 12.80 .10 12.90 .09 13.00 .09 13.2 .07 13.50 .06 14.00 .05 14.50 .04 15.00 .04 16.0 .03 18.0 .02 20.0 .02 24.0 0.00 HYDROGRAPH DESIGN S.C.S. TR -55 METHOD 7 • • • DESIGNER= C SIMPSON 'BASIN 1 &2 ,SUBAREA 1'RUNOFF CURVE NUMBER - = 78 SUBAREA .2 RUNOFF CURVE NUMBER'= 99 COMPOSITE CURVE NUMBER = 85.13 CF VS, TIME W.....11 _,t_ �; .,. ?a.., .11HOURS - ltl. r,� 1 354 0 le in F' R" s �+ 0 I K A� 37 � Dou6Ic (IcCr )1, 11 12 I. 14 ? ?:4 CFS VS, TIMlE C L l TI ME 64 HoUF19 B i I L .J't �� t3 24 Il 4; DATE= 11/11/85 DESIGNER= C SIMPSON DESCRIPTION = ST. MARY'S TERRACE SUBAREA 1 ='.63 .ACRES SUBAREA 1 RUNOFF CURVE NUMBER = 80 SUBAREA 2 = .58 ACRES SUBAREA 2 RUNOFF CURVE•NUMBER'= 99 TOTAL AREA = 1.21 ACRES COMPOSITE CURVE NUMBER = 89.11 BASIN INPUT DATA RAINFALL =. 2' INCHES 'HYDRAULIC LENGTH = 440 . FEET '. :WATERSHED SLOPE = 2 PERCENT TRAVEL TIME = 0 HOURS CALCULATED VALUES TABULAR HYDROGRAPH S = 1.22 0 = - 'INCHES LAG = .08 HOURS Tc = '.14 HOURS VOLUME = 4,366.90 C.F. MAX RUNOFF = 1.55 C.F.S. HOURS RUNOFF IN C.F.S. 10.0 0.00 11.0 .05 11.5 .10 11.70 .51 • 11.80 1.55 11.90 1.50 12.00 1.07 12.10 .61 12.20 .37 12.30 - .29 12.40 .25 12.50 ' .23 • 12.60 .18 12.70 .15 12.80 .14 12.90 .14 13.00 .13 13.2 .10 13.50 .09 14.00 .08 14.50 .07 15.00 .06 16.0 .05 18.0 .04 20.0 .04 24.0 0.00 HYDROGRAPH DESIGN S.C.S. TR -55 METHOD BASIN 38(4 • DATE = 11/11/85 DESCRIPTION = ST. MARY'S TERRACE SUBAREA SUBAREA 1 = 2 = . 63 ACRES . 58 ACRES TOTAL AREA = 1.21 ACRES OVERLAND FLOW VALUES Ct = .15 L = 200 N = .4 S = .014 CHANNEL FLOW VALUES L Z1 Z2 N B S TD COMPUTED VALUES DUR = I10 = Q10 = QA = 200 30 4.5 . 016 0 . 027 . 172 6.61 2.49 1.53 1.51 RATIONAL' FORMULA HYDROLOGY • DESIGNER = C SIMPSON BASIN 3&4 SUBAREA 1 RUNOFF COEFFICIENT = .15 SUBAREA 2 RUNOFF COEFFICIENT = .9 COMPOSITE RUNOFF COEFFICIENT = .509504132231 DATE = '6/26/85 DESCRIPTION= ST. MARY'S TERRACE SUBAREA 1 = .11 ACRES SUBAREA 2 = 0 ACRES TOTAL AREA = .11 ACRES OVERLAND FLOW VALUES Ct = 0 L = 0 N = 0 S = 0 CHANNEL FLOW VALUES L = 150 Z1 = 48 Z2 = .172 N = .016 B = 0 S = .004 TD = .12 COMPUTED VALUES DUR = 5.00 I10 = 3.07 Q10 = .30 fJ ,QA = .31 RATIONAL FORMULAJHYDROLOGY DESIGNER = C 61MPSON: SUBAREA 1 RUNOFF COEFFICIENT = .9 SUBAREA 2 RUNOFF COEFFICIENT = 0 COMPOSITE RUNOFF COEFFICIENT = .9 ..> 'Arc A rc . Mary ' . _ZOa- Pond). f¢ v ircn cn Ts._.__ x 453 , 7 9 5 C +�. t 12CQId( 7 _ sc.c_ Z 2.00 8 9 9 S - { of p4 cn cn . 8 ' 9 S 3 Cot- __ 4- 5 3 C.,,1 a c _sac. _. . 6, 79 -5 Z, Zob T T re: vi'rtc L C.r i zo'8 8, 5 5 S o'Y . rm !Ed-Cr. ll2.SJ . .. It /Iz�8S -'4 K. County Engineer; Utilities; Health District; T0: Building & Safety; Assessor �� FROM: John Pederson, Assistant Planner' J SUBJECT: Review of Final Plat, PE- 1450 -84, ST. MARY'S TERRACE Enclosed please find attached copies of the proposed final plat for: St. Mary's Terrace If you have any problems with this project, please let me ]mow at your earliest convenience. Thanks. JP.:dj. Enclosure 3ROR.AR[ COURT, COURT ROUSE = IMrrRoFFrrx mFmn OFFICE OF THE Srioneacins Co PLANNING EEPAInm(r DATE nrtnher.71 , 1985 I la mineir.nvu RECEIVED OCT 2 1 1985 County Engineering l .R r•,.., a. ....a File No: PE- 1450 -84, ZE -35 -84 Name: ST. MARY'S TERRACE ADDITION EXTENSION OF TIME REQUEST SPOKANE COUNTY PLANNING DEPARTMENT SUBDIVISION ADMINISTRATOR FINDINGS OF FACT 1. That the preliminary plat was approved by the Board of County Commissioners on October 23, 1984. 2. That the zoning upon final plat approval will be reclassified from Agricultural Suburban to R -2. 3. That the Comprehensive Plan is designated as Urban and is within the PSSA area. 4. That since the original approval, the applicant has submitted final plat for County review. This includes engineering work and surveying information. County records show that substantial work has occured toward finalization of the plat. 5. The County Planning Department circulated on April 6, 1987, a request for time extension to County Engineering, Utilities Department, Health District and Building and Safety, comments were required by April 20, 1987. 6. No additional conditions of approval were recommended by Departments or Agencies which reviewed the extension. 7. That the plat remains consistent with the Comprehensive Plan and substantial steps toward finalization have occured as stated in The Spokane County Subdivision ordinance Section G.2 a, b , c, d. DECISION Based on the foregoing findings, the Subdivision Administrator APPROVES an Extension of Time for 3 years to May 1, 1990, subject to the original conditions of approval as stated in the Board of County Commissioners Findings . of Fact and Conclusion and Decision #84 -0912 dated October 23, 1984, with the exception the condition H3 of the April 19, 1984, Staff Report under Planning Department be updated to May 1, 1990. Subdivision Administrator TO: 3IMPt0\/ £N 61R. FROM: G.. /1/g Lr eiju OFFICE OF COUNTY ENGINEERS DEPARTMENT Spokane, Wash. Date: / il O S , 19 8/3 SUBJECT: Standard Drainage Language for the Dedication on s r /17i9ky Tr ,fRAc& 1. The owners of Lots _, , 6 of Block and Lots , & of Block shall be held responsible for keeping open and maintaining the path of the natural or manmade drainage flow over and across the property. 2. The property owner or his representative shall inform each suceeding purchaser of all drainage easements on the property and his responsibility for maintaining drainage facilities within said easements. 3. Spokane County does not accept the responsibility of maintaining the drainage course on private lots within drainage easements or flood plain areas nor the responsibility for any drainage, whatsoever, including but not limited to inverse condemnation to any properties due to deficient construction and /or maintenance of drainage courses in drainage easements on private property. 4. Floors, including basement floors, shall not be constructed below elevation datum, within Lots , & Block , and Lots , _, 6 Block _ of this plat as required by the "National Flood Insurance Program ". 5. An approved lot grading plan exists for Lots , , , & Block and Lots , 6 .Block _ Grading must conform to said plan on file in the County Engineer's Office. 6. Spokane County shall not be responsible to maintain ingress or egress across the flood plain area. 7. The'owner(s) or successor(s) in interest agree to join in any County approved Storm - water Management Program and to pay such rates and charges as may be fixed through public hearings for service or benefit obtained by the planning, design, con- structing, maintaining, or operation of stormwater control facilities. _ arainage gasementg as platted and shown hereon for the purpose of installing, operating and maintaining drainage swales and drainage facilities to dispose of runoff, is hereby granted. ' om.ty The property owner shall maintain the drainage swale with.a permanent live cover of lawn turf, with optional shrubbery and /or trees, which do not obstruct the flow and percolation of storm drainage water in the drainage swale as indicated by the grade of adjacent streets. N 1121/4 P R O F I L E 0 +00 PI L= 0.000 L/H Pt.= 0.000 C 0 Grade =- 2.083% 0 +00 2010.730 0 +24 PI L= 0.000 L/H Pt.= 0.000 e 0 Grade= -.79B% 0 +24 2010.230 0 +25 2010.222 0 +50 2010.023 0 +75 2009.823 1 +00 2009.624 1 +25 2009.424 1 +50 2009.225 1 +75 2009.026 2 +00 2008.826 2 +25 2008.627 2 +50 2008.428 2 +75 2008.228 2008.228 3 +00 2008. 102 2008.029 3 +25 2008.121 2007.829 3 +50 2008.286 2007.630 3+50 PI L= 150.000 L/H Pt.= 2008.092 & 3+09.218 Grade= 2.6997. 3 +50 2008.286 2007.630 3+75 2008.596 2008.305 4 +00 2009.052 2008.979 4 +25 2009.654 2009.654 4 +50 2010.329 4 +75 2011.003 5 +00 2011.678 5 +17.12 PI L= 0.000 L/H Pt.= 0.000 @ 0 Grade= 2.693% 5 +17.12 2012.140 5 +25 2012.352 5 +50 2013.026 5 +50 2013.026 5 +50 PI L= 0.000 L/H Pt.= 0.000 G 0 Grade= SAG VERTICLE CURVE. CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = - 2.0873 +3333333 GRADE #2 = - .79754601227 DESIGN SPEED 20 LENGTH OF VERTICLE CURVE (CALCULATED) - 400.005660951 LENGTH OF VERTICLE CURVE (GIVEN) 0 GIVEN IS LARGER SIGHT DISTANCE 123.13559322 SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = - .79754601227 GRADE #2 = 2.69865964576 DESIGN SPEED 20 LENGTH OF VERTICLE CURVE (CALCULATED) 8.592211703 LENGTH OF VERTICLE CURVE (GIVEN) 150 GIVEN IS LARGER SIGHT DISTANCE 123.13559322 CREST VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = 2.69865964576 GRADE #2 = 2.6933333333+ DESIGN SPEED 20 LENGTH OF VERTICLE CURVE (CALCULATED) - 262224.250094 LENGTH OF VERTICLE CURVE (GIVEN) 0 GIVEN IS LARGER SIGHT DISTANCE 123.13.59322 R 0 F I L E 0 +03.6 PI L= 0.000 L/H Pt.= 0.000 G 0 Grade= -.391% 0 +03.6 1969.950 0 +16.4 PI L= 0.000 L/H Pt.= 0.000 @ 0 Grade= 4.357% 0 +16.4 . 1969.900 0 +25 1970.275 0+50 1971.364 0 +75 1972.453 1 +00 1973. 543 1+25 1974.632 1974.632 1 +50 1975.797 1975.721 1 +75 1977.114 1976.811 2 +00 1978.583 1977.900 2 +00 PI L= 150.000 L/H Pt.= 1970.723 @ -1 +0- 54.426 Grade= 8.000% 2 +00 1978.587 1977.900 2 +25 1980.204 1979.900 2+50 1981.976 1981.900 2 +75 1983.900 1983.900 3+00 1985.900 3 +25 1987.900 3 +50 1989.900 3+75 '1991.900 4 +00 1993.900 4 +25 1995.900 4 +50 1997.900 4 +75 1999.900 5 +00 2001.900 2001.900 5 +25 2003.833 2003.900 5 +50 2005.631 2005.900 5 +75 2007.294 .2007.900 6 +00 2008.823 2009.900 6 +25 2010.217 2011.900 6 +50 2011.477 2013.900 6 +50 PI L= 300.000 L/H Pt.= 2016.757 @ 8 +71.429 Grade= 1.538% 6 +50 2011.477 2013.900 6 +75 2012.602 2014.285 7 +00 2013.592 2014.669 7 +25 2014.448 2015.054 7 +50 2015.169 2015.438 7 +75 2015.756 2015.823 8 +00 2016.208 2016.208 8 +25 2016.592 2016.592 8 +50 2017.044 2016.977 8+75 2017.631 2017.362 9 +00 2018.352 2017.746 9 +25 2019.208 2018.131 9+50 2020.198 2018.515 9 +75 2021.323 2018.900 9 +75 PI L= 300.000 L/H Pt.= 2016.043 @ 7 +53.571 Grade= 8.000% 9 +75 2021.323 2018.900 10 +00 2022.583 2020.900 10 +25 2023.977 2022.900 10 +50 2025.506 2024.900 10 +75 2027.169 2026.900 11 +00 2028.967 2028.900 11 +25 2030.900 2030.900 11 +50 2032.900 11 +75 2034.900 12 +00 2036.900 12 +25 2038.900 12 +50 2040.900 12+75 2042.900 15 +00 2044.900 13 +25 2046.900 13 +50 ?048.900 13 +75 2050.900 14 +00 2052.900 14 +25 2054.900 14 +50 2056.900 14 +75 2058.900 15 +00 2060.900 15 +25 2062.900 15 +50 2064.900 15 +75 2066.900 16 +00 2068.900 16 +25 2070.900 16 +50 2072.900 . 2072.900 16 +75 2074.963 2074.900 17 +00 2077.150 2076.900 17 +00' PI L= 100.000 L/H Pt.= 2056.900 & 12 +50 Grade= 10.0007. 17 +00 2076.900 17 +25 2079.400 17 +50 2081.900 17 +75 2084.400 18 +00 2086.900 18 +25 2089.400 18 +50 2091.900 18 +75 2094.400 19 +00 2096.900 19 +25 2099.400 19 +50 2101.900 19 +75 2104.400 20 +00 2106.900 20+25 2109.400 20 +50 2111.900 20+75 2114.400 21 +00 2116.900 21 +25 2119.400 21+50 2121.900 21 +75 2124.400 22 +00 2126.900 22 +25 2129.400 22 +50 2131.900 22 +75 2134.400 23 +00 2136.900 2136.900 23 +25 2139.327 2139.400 23 +50 2141.608 2141.900 23 +75 2143.744 2144.400 24 +00 2145.733 2146.900 24 +25 2147.577 2149.400 24 +50 2149.275 2151.900 24 +50 PI L= 300.000 L/H Pt.= 2158.329 IP 27 +28.571 Grade= 3.0007. 24+50 2149.275 2151.900 24 +75 2150.827 2152.650 25 +00 2152.233 2153.400 25 +25 2153.494 "2154.150 25 +50 2154.608 2154.900 25 +75 2155.577 2155.650 26 +00 2156.400 2156.400 26 +25 2157.150 26 +50 2157.900 26 +75 2158.650 27 +00 2159.400 2159.400 27 +25 2160.213 2160.150 27 +50 2161.150 2160.900 27 +50 PI L= 100.000 L/H Pt. =2157.150 e 25 +50 Grade= 5.0007. 27 +50 2161.150 2160.900 27 +75 2162.213 2162.150 2U +00 216o.400 416. . 4UU 28 +25 2164.556 2164.650 28 +50 2165.526 2165.900 28 +50 PI L= 100.000 ._/H Pt.= 2167.573 @ 29 +66.91 Grade= 2.0047. 28 +50 2165.526 2165.900 28 +75 2166.307 2166.401 29 +00 2166.902 2166.902 29 +00 2166.902 29 +00 PI L= 0.000 L/H Pt.= 0.000 @ 0 Grade= SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = - .390625 GRADE #2 = 4.35729847495 DESIGN SPEED 20 LENGTH OF VERTICLE CURVE (CALCULATED) 71.252658729 LENGTH OF VERTICLE CURVE (GIVEN) 0 WARNING... GIVEN LENGTH IS SHORTER THAN CALCULATED SIGHT DISTANCE 123.13559322 SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = 4.35729847495 GRADE #2 = 8 DESIGN SPEED 20 LENGTH OF VERTICLE CURVE (CALCULATED) 18.150773457 LENGTH OF VERTICLE CURVE (GIVEN) 150 GIVEN IS LARGER SIGHT DISTANCE 123.13559322 CREST VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = B GRADE #2 = 1.53846153846 DESIGN SPEED 20 LENGTH OF VERTICLE CURVE (CALCULATED) 29.914043583 LENGTH OF VERTICLE CURVE (GIVEN) 300 GIVEN IS LARGER SIGHT DISTANCE 123.13559322 SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = 1.53846153846 GRADE #2 = 8 DESIGN SPEED 20 LENGTH OF VERTICLE CURVE (CALCULATED) 117.667978208 LENGTH OF VERTICLE CURVE (GIVEN) 300 GIVEN IS LARGER SIGHT DISTANCE 123.13559322 SAG VERTICLE CURVE. CALCULATE LENGTH GIVEN DESIGN SPEED GRADE 01 = 8 GRADE #2 = 10 DESIGN SPEED 20 LENGTH OF VERTICLE CURVE (CALCULATED) - 169.216101695 LENGTH OF VERTICLE CURVE (GIVEN) 100 GIVEN IS LARGER SIGHT DISTANCE 123.13559322 CREST VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = 10 lift RUE #2 DESIGN SPEED 20 LENGTH OF VERTICLE CURVE (CA' PLATED) 46.556900726 LENGTH OF VERTICLE CURVE (GI■_A) 300 GIVEN IS LARGER SIGHT DISTANCE 123.13559322 SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = 3 GRADE #2 = 5 DESIGN SPEED 20 LENGTH OF VERTICLE CURVE (CALCULATED) - 169.216101695 LENGTH OF VERTICLE CURVE (GIVEN) 100 GIVEN IS LARGER SIGHT DISTANCE 123.13559322 CREST VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = 5 GRADE #2 = 2.00437931615 DESIGN SPEED 20 LENGTH OF VERTICLE CURVE (CALCULATED) - 220.410061802 LENGTH OF VERTICLE CURVE (GIVEN) 100 GIVEN IS LARGER SIGHT DISTANCE 123.13559322 10.45 10. 53 10.54 10.42 10.68 11.44 12.31 Name G. NELSON Date 11 -19 -85 Project 4TH AVE.- ST. MARY'S TERRACE Width from centerline to curb 24 Pave. Edge El. Dist CL - edge Min. elev. Max. elev. 14.2 11 11 11.4 11.8 11.5 11.7 TYPE A CURB CALC 10.558 10.51 10.52 10.416 10.692 11.44 12.318 10.754 10.77 10.78 10.668 10.936 11.69 12.564 P R O F I L E 0 +00 PI L= 0.000 L/H Pt.= 0.000 e 0. Grade =- 2.083% 0 +00 2010.730 0 +24 PI L= 0.000 L/H Pt.= 0.000 & 0 Grade= -.7987. 0 +25 2010.222 0 +50 2010.023 0 +75 2009.823 1 +00 2009.624 1 +25 2009.424 1+50 2009.225 1 +75 2009.026 2 +00 2008.826 2 +25 2008.627 2 +50 2008.428 2 +75 2008.228 2008.228 3 +00 2008.102 2008.029 3+25 2008.121 2007.829 3 +50 2008.286 2007.630 3 +50 PI L= 150.000 L/H Pt.= 2008.092 G' +09.218 Grade= 2.6997. 3 +50 2008.286 2007.630 3 +75 2008.596 2008.305 4 +00 2009.052 2008.979 4 +25 2009.654 2009.654 4 +50 2010.329 4 +75 2011.003 5 +00 2011.678 5 +17.12 PI L= 0.000 L/H Pt.= 0.000 @ 0 Grade= 2.6937. 5 +25 2012.352 5 +50 2013.026 5 +50 2013.026 5 +50 PI L= 0.000 L/H Pt.= 0.000 8 0 Grade= SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = - 2.08333333333 GRADE #2 = - .79754601227 DESIGN SPEED 25 LENGTH OF VERTICLE CURVE (CALCULATED) - 427.358560502 LENGTH OF VERTICLE CURVE (GIVEN) 0 GIVEN IS LARGER SIGHT DISTANCE 161.01694915 SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = - .79754601227 GRADE #2 = 2.69865964576 DESIGN SPEED 25 LENGTH OF VERTICLE CURVE (CALCULATED) 46.432455973 LENGTH OF VERTICLE CURVE (GIVEN) 150 GIVEN IS LARGER SIGHT DISTANCE 161.01694915 CREST VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = 2.69865964576 GRADE #2 = 2.690000„ ; .> DESIGN SPEED 25 L LENGTH OF VERTICLE CURVE (CALCULATED) - 262148.487382 I cnir_TU nc UcaT T ri c rumuc rr_T Vr_nn n mo SPOnASC COW.fl COURT nOUSL TO: Spokane County County Engineer Spokane County Utilities Spokane County Health District Spokane County Department of Building & Safety Fire Protection District No. 1 Vera Water & Power FROM: (Thomas G. Mosher, AICP, Senior Planner DATE: March 27, 1990 SUBJECT: Extension of Time for St. Mary's Terrace, PE- 1450 -84 Thank you. Enclosure MEMORANDUM PLANNING DEPARTMENT BROADWAY CENTRE BUILDING N. 721 JEFFERSON STREET PHONE 4 56 -2205 SPOKANE, WASHINGTON 99260 The Spokane County Planning Department has received the attached request for an Extension of Time to finalize the plat of St. Mary's Terrace. If you have comments on the proposed extension or believe additional conditions should be made a part of the preliminary plat approval, please forward comments to Paul Jensen by April 11, 1990. c: B. Todd Rooks, N. 1000 Argonne Rd., Spokane, WA 99212 Harold V. Robinson, N. 3519 Malvem Rd., Otis Orchards, WA 99027 Simpson Engineers, 919 N. Argonne, Spokane, WA 99212 Plat Number: .F F - I cISO - Sc( Plat Name: C (YlCtvy`s terrace= Number of Lots: ( PRELIMINARY PLAT E)CI£ISICN OF TIME FORM Sponsor: ?, T R. Address• 1■) 1000.E Argonne rte City, State, Zip: , ■ c c WA 49141...., Phone No: 924 c4 (1 z_ st- Engineer/Surveyor:. 1e7 --; cn Address: 'lc1 4) irvyon n City, State, Zip: S)Gbkar,e. WA Phone No: 7 26 , 32, O • (TO BE CalLETED ONLY IF ; THE PLAT IS BEING DEVELOPED AND FINALIZED IN PHASES) • Number of lots'originally approved: ./6» Number of phases finalized to date: 0 Number of lots renaicu,-a to be finalized sit • Number 'of acres , renauu : 2 , �$ PHASED PROTECT Number of Acres: 2 , S� ProPer*Y Oi : flavor I/. Rob'.son Address: A) -c 19 oicttoevv, rY, City, State, Zip : Otte o -o -c9 cv4 99ot Phone No: 226 onc,•, PLEASE PROVIDE US WITH THE FOLLOCIING BLEOFTIATION Briefly summarize the progress made, to date, in preparing the plat to be finalized (i.e., physical construction, bonding for improvements, surveying and drafting work, accarpLishing various departmental requirements, obtaining or granting easements, etc.) P n n �A �f P.124.± Lit n tc a,cc�.- v.,.�x �.a`..,.AM-O"-{ a.e4'^'"`O-Q, "` t, (a tf ir'n,b end/ U., i td :T �-na.ni �.c 67,44.e.,4 ,nano � t -s_r �c.-ar 1) a e.4.0 . orrr i - -'1 .7nri-e .r . � ': ter /.l .C- 7 eoLot Peed 0;i4: c-rt-Cti .. 024 -i #Jin , , fts -c- id *co 0 e Avi 939' 3 -2 —90 'rtiP7 E vtri eev•S 99 2x2 • Limi of .n '. Ell 1 'x . . . o ir ' 3 ✓O ^•Nt COUNT' CDU4F HOUSE Dear Sir: $ e700 -2 Sronat Alrannix rrox 99260 g Subdivision Name: 6 A2 -;e5 Ti..._cc " One of the requirements set forth by the Spokane County Planning Commis- sion in connection with the above - titled plat involves the filing with this office of a Street Improvement Bond. A preliminary inspection of the plat has been made by this office and the amount of the Street Improvement Bond found to be: A Street Improvement Bond in the above amount must be filed with this office prior to approval of the final plat. The bond will be released only upon satisfactory completion of the required street improvement. Please contact this office when work on the improvement is . ready for inspection, or if you desire additional information or advice concerning the work. Very truly yours, Robert S. Turner, P.E. Spokane County Engineer By OY l ^l U6 O F COUNTY ENGINEER ROBERT S. TURNER COUNTY ENGINEER Public Works Building North 811 Jefferson Street Spokane, Washington 99260 (509) 456 -3600 EcC3 N D E S T I M A T E PROJECT ST MARIES TERR NAME JS DATE 12/04/85 DRAINAGE ITEMS UNITS QUANTITY PRICE COST 1) Drywell - Type A EA. 1 1150.00 1150.00 2) Drywell - Type B EA. 1400.00 0.00 3) Grate - Type I EA. 270.00 0.00 4) Grate - Type 2 EA. 1 290.00 290.00 5) Grate - Type 3 EA. 270.00 0.00 6) Backfill For DW CY 30 8.50 255.00 • 7) Concrete Inlet EA. 500.00 0.00 8) C.M. pipe 10" dia. LF 12.00 0.00 • 9) C.M. pipe 12" dia. LF 15.00 0.00 10) C.M. pipe 15" dia. LF 18.00 0.60 11) C.M. pipe 18" dia. LF 21.00 0.00 12) Precast Manhole EA. 1400.00 0.00 13) Solid Lid EA. 270.00 0.00 14) Ditch Excavation CY 7.90 0.00 15) Sod SF 0.50 0.00 NON STANDARD DRAINAGE ITEMS 1) 2) 3) 4) 5) 6) 16) Monuments EA. 140.00 0.00 17) Barricade LF 20.00 0.00 18) Street Signs EA. 75.00 0.00 GRADING, SURFACING, CURB. & SIDEWALK 19) Rough Grade CY 21) Top Course CY 20) Base Course CY 22) Asphalt Concrete Tons 23) Curb Type A LF 24) Curb Type B LF 25) Curb Type R LF 26) Sidewalk SQ , YD 1) 2) 3) 4) NON- STANDARD ROAD ITEMS DRAINAGE SUBTOTAL 1695.00 OTHER SUBTOTAL 0.00 90 45 92.2 • 188 121 7.90 12.00 12.00 36.00 4.25 5.20 5.20 13.00 0.00 0.00 0.00 0.00 0.00 0.00 711.00 540.00 0.00 3319.20 799.00 0.00 0.00 1573.00 0. 00 0.00 0.00 0.00 GRADING AND SURFACING SURFACING 6942.20 GRAND TOTAL 8637.20 PROJECT 57r, /IIJAiP}� [MI . NAME Item 7/ 1) Drywell - Type A 2) Drywell - Type B 3) Grate - Type 1 4) Grate - Type 2 5) Grate - Type 3 6) Backfill for DW 7) Concrete inlet 8) C.M. pipe 10" dia. 9) C.M. pipe 12" dia. 10) C.M. pipe 15" dia. 11) C.M. pipe 18" dia. 12) Precast Manhole 13) Solid Lid 14) Ditch Excavation 15) Sod Non Standard Drainage Items 1) 2) 3) 4) I ) 2) 3) 4) 5) 6) 7) 96/4 Drainage items Units Quantity EA EA EA EA EA CY EA LF LF LF LF EA EA CY SF BOND EST FORM G — A/6 is oy 30 Price DATE 2/7, Cost Std Bdl Dwl Conc _Dia _Dia Dia OTHER Page Dwl Dwl BRF Inlet Pipe Pipe Pipe ITEM TOTALS STREET QUANTITIES PROJECT NO.- PE 1450 DESIGNER- JS PROJECT DESCRIPTION- ST MARIES TERRACE DATE- 12/04/85 STREET # 1 NAME- 4TH AVE. LENGTH- 207 FT. WIDTH- 15FT. BEGINNING STATION = 995.00 ENDING STATION = 1201.60 ONE SIDE ONLY PWIDTH= 24.00 EWIDTH= 8.60 QWIDTH= 0.00 TERM # 1 : TAPER TAPER LENGTH = 30.00 TERM # 2 : TAPER TAPER LENGTH = 30.00 MEASUREMENT QUANTITY SURFACE AREA- 3643.64 S.F. ROADWAY EXCAVATION .67 FT. 90.0 C.Y. CRUSHED SURFACING TOP COURSE FT. 45.0 C.Y. CRUSHED SURFACING BASE COURSE 0.00 FT. 0.0 C.Y. ASPHALT CONCRETE .33 FT. 92.2 TONS CURB EXISTING 18.60 FT. PROPOSED . 188.0 FT. SIDEWALK EXISTING 5.26 SY. PROPOSED 121.0 SY. ROADWAY EXCAVATION 90.0 C.Y. CRUSHED SURFACING TOP COURSE 45.0 C.Y. CRUSHED SURFACING BASE COURSE 0.0 C.Y. ASPHALT CONCRETE 92.2 TONS CURB 188.0 FT. SIDEWALK 121.0 SY. �— 5POK7\NC ThLLJJI FIRE DEPARTMENT --� 4 lane °°oaat yzit& $ozke tew. Dt z dg/ EAST 10319 SPRAGUE AVE, • SPOKANE, WASHINGTON 99206 • TELEPHONE (509) 928 -170D iMr. Gary Nelson okane County„- Engineers N 8r1 Jefferson Spokane, WA 99260 as R74 Cieieata& Zateetes. November 27, 1985 RE: St Mary's Terrace Addition Dear Mr. Nelson: RFe D sPO ° 219 85 140117-1, FI RINEfR This plat was discussed with Simpson Engineers sometime ago, and at that time a 75 foot cul -de -sac was approved. Ve truly yours, CW /jdv PRE VENT FIRES - SAVE LIVES 0' - FROM ANGLE DIST NORTH AUTO INV N1 /2 NW1 /4 23 -25 -44 PE1450 11/08/85 * * * ** START 1000.00000 1 INV N 0 00 09.0 W 1337.1400 2337.14000 2 INV N 89 49 49.0 E 2647.0900 2344.98123 3 INV S 0 03 49.0 E 1342.6700 1002.31206 4 INV S 89 57 00.0 W 2648.5100 1000.00079 FROM LAT & DEP - 0.00079 - 0.00171 5 HCLOSE S 65 07 41.7 W 0.0019 1000.00000 1000.00000 PREC =1 TO 4220815 Area= 3547794.94sq ft 81.4462acres AUTO INV PLAT BOUNDARY * * * ** START 7 INV S 89 57 00.0 W 8 INV N 0 01 59.0 W 9 INV N 89 48 34.0 E 10 INV S 0 03 49.0 E FROM ANGLE AUTO INV BLOCK SIDELINE * * * ** START 12 INV N 0 01 59.0 W 9 INV N 89 48 34.0 E 10 INV S 0 03 49.0 E 13 INV S 89 57 00.0 W ANGLE DIST NORTH 201.6400 608.9300 201.3200 609.4200 LAT & DEP - 0.00386 - 0.00425 11 HCLOSE S 47 42 19.3 W 0.0057 1021.64655 2885.88879 PREC =1 TO 282407 Area= 122738.07sq ft 2.8177acres DIST 598.9300 201.3200 . 599.4200 201.6400 _ •1021.64655 1021.47059 1630.40048 1631.07004 1021.65041 NORTH _ 1031.47058 1630.40048 1631.07004 1031.65041 1031.47444 EAST TO 1000.00000 999.94166 3647.02004 3648.51071 1000.00171 EAST 2885.88879 2684.24887 2683.89756 2885.21645 2885.89304 EAST 2684.24 2683.89756 2885.21645 2885.88194 2684.24201 LAT & DEP - 0.00386 0.00109 14 HCLOSE S 15 43 22.0 E 0.0040 1031.47058 2684.24310 PREC =1 TO 399440 Area= 120720.BBsq ft 2.7714acres TO =- TO 1 7 8 9 10 11 7 12 9 10 13 14 12 James Seipp E. 14314 6th Spokane, WA re: C to P LC C : CC: CC: pds Spokane Spokane Simpson Transamerica Title Services The following matters affect the property covered by this order: Form No. W -AK -735 Rev. 12-73 Avenue 99216 1st Dated as o f pl June 6, 1985 7 Transamerica Title Insurance Company YOUR LOAN NO MORTGAGOR PURCHASER County Planning KM- 122759M County Engineering OUR ORDER NO Engineering SUPPLEMENTAL TITLE REPORT ❑ Deed dated and recorded as file No ❑ Contract dated and recorded as file No ❑ Mortgage dated and recorded as file No ❑ Deed of Trust dated and recorded as file No 0 ❑ Paragraph(s) No of our preliminary commitment is eliminated. ❑ The policy is being issued in accordance with your instructions. ❑ Our inspection of the premises on discloses• x We updated the taxes as follows: General taxes as follows, together with interest and penalty, if any, after delinquency: Tax Account No. Year Annual Billing Amount Paid Balance Due 23542 -9075 1985 $500.76 $0.00 $500.76 • Except as to the matters reported hereinabove, the title to the property covered by this order has NOT been reexamined. IT There has been no change in the title to the property covered by this order since 1/2/85 EXCEPT the matters noted hereinabove. (dam of last report) at 8:00 A.M. TRANSAMERICA TITLE INSURANCE CO. By Kathy Mason REC EIVED JUN 1 ? 1985 County T"Wo * Dear Sir: VESTED IN: Transamerica Title Services James Seipp E. 14314 6th Avenue Spokane, WA 99216 LEGAL DESCRIPTION: CERTIFICATE TO PLAT IRECUTED JAN 14 7985 -CPA Engineer* Transamerica Title Insurance Compa,., North 720 Argonne Road RECEIVED Spokane, Washington 99212 (509) 922 -2222 JAN 091985 Situate in the County of Spokane, State of Washington. (continued) SPOKANE COUNTY ENGINEER Order No. KM- 122759M Certificate for Filing Proposed Plat of ? In the matter of the plat submitted for your approval, this Company has examined the records of the County Auditor and County Clerk of Spokane County, Washington, and the records of the Clerk of the United States Courts holding terms in said County, and from such examination hereby certifies that the title to the following described land situate in Spokane County, to wit: All that portion of the Northeast Quarter of the Northwest Quarter of Section 23, Township 25 North, Range 44 E.W.M., lying South of the Chicago, Milwaukee and Puget Sound Railroad; EXCEPT the East 762.6 feet of said portion; ALSO EXCEPT the South 20 feet thereof; ALSO EXCEPT that portion lying West of the East line of Silvey 1st Addition, recorded in Volume 14 of Plats, page 59; HAROLD V. ROBISON and JOANNE L. ROBISON, also known as JOANN L. ROBISON, husband and wife, as to the South 150 feet of the West 136.44 feet; and in HAROLD V. ROBISON and JOANNE L. ROBISON, his wife, and STEVEN J. ROBISON, a single man, as to the remainder, in undivided indeterminate interests. EXCEPTIONS: A. Real Estate Excise Tax pursuant to the authority of RCW Chapter 28.45 and subsequent amendments thereto. B. General taxes as follows, together with interest and penalty, if any, after delinquency: Tax Account No. Year Annual Billing Amount Paid Balance Due 23542 -9075 1984 $510.23 $510.23 $0.00 1985 AMOUNTS NOT YET AVAILABLE DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: Grantor: Harold V. Robison and Joann L. Robison Trustee: First American Title Insurance Company, a California corporation Beneficiary: Pacific First Federal Savings and Loan Amount: Dated: Recorded: Recording No.: Affects: Association, a corporation $44,400.00 January 23, 1981 January 27, 1981 8101270657 Portion of said property 2. NOTICE OF REAL ESTATE CONTRACT AND THE TERMS AND CONDITIONS THEREOF: Seller: Purchaser: Dated: Recorded: Recording No.: Affects: Harold V. Robison and Joanne L. Robison, aka Joann L. Robison, husband and wife, and Steven J. Robison, a single man James V. Seipp and Rosemary L. Seipp, husband and wife November 15, 1984 November 27, 1984 8411270110 The following described property: All that portion of the Northeast Quarter of the Northwest Quarter of Section 23, Township 25 North, Range 44 E.W.M., lying South of the Chicago, Milwaukee, and Puget South Railroad; EXCEPT the East 762.6 feet of said portion; EXCEPT the South 20 feet thereof deeded to Spokane County for Shelley Way Extension (4th Avenue) by deed recorded in Volume 506 of Deeds, page 177; AND EXCEPTING that por- tion lying West of the. East line of Silvey First Addition, recorded in Volume 14 of Plats, page 59; Situate in the County of Spokane, State of Washington; AND EXCEPT that portion of the Northeast Quarter of the Northwest Quarter of Section 23, Township 25 North, Range 44 E.W.M., in the County of Spokane, Washington, more particularly de- scribed as follows: BEGINNING at the Southeast corner of Silvey 1st Addition, according to plat recorded in Volume 14 of Plats, page 59, in the County of Spokane, Washington; thence North 89° 57'00" East along the North right of way line of 4th Avenue, a distance of 136.64 feet to a point; thence North 0 °01'59" West (continued) Order No. KM- 122759M Page 2 CERTIFICATE TO PLAT and parallel with the East boundary line of said Silvey 1st Addi- tion, above referred to, a distance of 150.00 feet to a point; thence South 89 ° 57'00" West, and parallel with the North right of way line of 4th Avenue, to the East boundary line of said Silvey 1st Addition; thence South 0 ° 01'59" East, along said East boundary line to the Point of Beginning. NOTE 1: POWER OF ATTORNEY: Principal: Attorney in Fact: Recorded: Recording No.: NOTE 2: POWER OF ATTORNEY: Principal.: Attorney in Fact: Recorded: Recording No.: NOTE 3: POWER OF ATTORNEY': Principal: Attorney in Fact: Recorded: Recording No.: pds cc: Spokane County Planning Spokane County Engineering Simpson Engineering Rosemary E. Seipp James V. Seipp December 1, 1977 7712010275 James V. Seipp Rosemary E. Seipp December 28, 1983 83012280077 Records examined as to January 2, 1985 at 8:00 A.M. By: Order No. KM- 122759M Page 3 CERTIFICATE TO PLAT James Vincent Seipp F. Vincent Seipp and Rosemary Eileen Seipp April 29, 1983 8304290062 TRANSAMERICA TITLE INSURANCE COMPANY .. /Ltd i'Y\ i Kathy Mason Title Officer r 864 f ,9() --• , . - 1 • • 'J • 2S) (g..0 e2. Tv 1•;.: ‘. ....ta sr- eau -- wma . w us 301,2 -- aerials - ar — 77L - Fir 2 - -7 r - ,:72.731 — .• ,i.:.)'` • _ • ,.." r . , I I r , . • ., I 7) ' s' . • • . .. .. . 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':' 7 : :' :I:: :, ' AM1. Of ACCOUNT ' CASH ' . • , 4 1.,: MAT PAID -, •t : CHECK - .: eac otir E . ./: % OTER -, .' ? . ; .: '' B Y ..!' —4 elY- -----------: / . 81(808 - C • • . • • ' ■ In 14 • • . NO. 84 0912 BEFORE THE BOARD OF COUNTY COMMISSIONER OF SPOKANE COUNTY, WASHINGTON IN THE MATTER CONCERNING PRELIMINARY ) SUBDIVISION PE- 1450 -84, ST. MARY'S ) TERRACE ADDITION AND ZONE RECLASSIFI- ) CATION ZE- 35 -84, FROM AGRICULTURAL ) SUBURBAN TO R -2 SPONSOR: B. TODD ROOKS Rooks. FINDINGS OF FACT, CONCLUSION AND DECISION THIS MATTER, being considered by the Board of County Commissioners of Spokane County, hereinafter referred to as the "Board ", of an appeal of the Spokane County Hearing Examiner Committee decision of April 19, 1984, where said committee APPROVED said proposal with conditions of approval. The Board received an appeal application on May 4, 1984 by B. Todd The Board held a de novo public hearing on June 15, 1984, and having fully considered all testimony presented, and having individually acquainted themselves with the vicinity and the site in question, did reach a decision on July 3, 1984, to APPROVE the appeal after considering or concluding the following: FINDINGS OF FACT 1. That the Hearing Examiner Committee decision reduced the number of lots to 8 (one less lot) and required a second public hearing to review a detailed site development plan. 2. That the appeal by the sponsor did request to have the 9 lot preliminary plat as submitted approved. 3. That the April 19, 1984 STAFF REPORT was considered. 4. That the April 19, 1984 Hearing Examiner Committee Findings and Order were considered. 5. That the file of PS- 1450 -84 was considered. 6. That the proposal is located in an area designated as URBAN on the adopted Spokane County Comprehensive Plan and is within the Priority Sewer Service Area (PSSA) where Spokane Valley sewers will be installed. 7. That the vicinity has numerous duplex structures. 8. That the east and adjacent property is an existing playground to St. Mary's School. 9. That the N 1/2 of the proposal is east and adjacent R -2 zoned lots with duplexes and the S 1/2 is east and adjacent R -1 lots with single family dwellings with rear yards adjacent the proposal. 10. That Lot 2 of the proposal should be compatible in building height to the west and adjacent single family dwellings by restricting said height to a single story. 11. That the sponsor voluntarily agreed to limit the duplex on Lot 2 to one story. 12. That Spokane County Road Standards and Zoning Ordinances provide development standards for duplexes and private roads, therefore no special "detailed site plan" review at public hearing is necessary. 13. That a property owner association should be created to assure maintenance of the private roadway and said agreement should run with the land. 14. That the 9 lot preliminary plat of record dated February 21, 1984 represents a density and design that is compatible, as conditioned, with the vicinity properties and land -uses. 84 0912 No. PE- 1450 -84 & ZE -35 -8 Findings of Fact, Conclusion & Decision ST.MARY'S TERRACE ADDITION 15. That the sponsor did provide evidence of changed conditions warranting the zone change, including but not limited to the adoption of the Comprehensive Plan for URBAN of this area, adoption of the Comprehensive Waste Water Management Plan and the ASA overlay zone. 16. That considering all agencies /departments' review and recommended conditions of approval and the foregoing findings, the Board concludes that the proposal as conditioned will not be detrimental to the public health, safety and welfare. 17. That the Board concurs with the Hearing Examiner Committee Final Declaration of Nonsignificance. 18. That the proper legal requirements for advertising of the hearing before the Board have been met. 19. That on July 3, 1984, the Board, at a regular meeting, did APPROVE the appeal based upon the testimonies submitted at the public hearing and other evidence available to the Board and thus make the following decision: DECISION From the foregoing Findings, the Board hereby APPROVES the appeal and AMENDS the Hearing Examiner Committee's Conditions of Approval and thus add the following conditions of approval: 1. That the conditions set forth in the Spokane County Hearing Examiner Committee's Findings & Order of April 19, 1984, attached hereto as EXHIBIT "A ", are hereby adopted as Conditions of Approval, . except as amended herein: ATTEST: B a. Amend condition #1 to read: 1. That the Final Plat be designed as indicated on the Preliminary Plat of Record dated February 21, 1984 and /or attached sheets as noted. b. Delete condition #15, that all lots recorded will be required to meet all development standards of Spokane County Ordinances, such as building setbacks, parking stalls and land -use. c. That the April 19, 1984 Staff Report condition #34 will provide for maintenance of the private road. d. Add: That the dedication of the Final Plat shall include: "That Lot 2 shall be limited to a single story structure." BY THE ORDER OF THE BOARD THIS aj-- DAY OF aa(h(2 ,1984. The above action taken by a unanimous vote of the Board of Spokane County Commissioners as follows: Commissioner Keith Shepard - Aye Commissioner John McBride - Aye WILLI . . DONAHUE BOARD OF COUNTY COMMISSIONERS 'ary Kennaly '\ Engineers BEFORE THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON IN THE MATTER CONCERNING PRELIMINARY SUBDIVISION AND ZONE RECLASSIFICATION PE- 1450 -84, ST. MARY'S TERRACE ADDITION ZE- 35 -84, AGRICULTURAL SUBURBAN TO R -2 SPONSOR: B. TODD ROOKS BY ORDER OF THE BOARD this 8 day of May, 1984. PUBLISH: SPOKANE VALLEY HERALD MAY 16, 1984 WILLIAM E. DONAHUE CLERK _,,1�THE BOARD BY ) NOTICE OF ) PUBLIC HEARING NOTICE IS HEREBY GIVEN that B. Todd Rooks, Sponsor of the above captioned application, has filed a Notice of Appeal of the action of the Hearing Examiner Committee to approve said application with the reduction of one lot. NOTICE IS FURTHER GIVEN that the Board of County Commissioners of Spokane County, Washington, will conduct a public hearing at 9:00 A.M. on FRIDAY, JUNE 15, 1984, at its office in the Spokane County Courthouse, West 1116 Broadway Avenue, Spokane, Washington, to consider Preliminary Subdivision PE- 1450 -84, St. Mary's Terrace Addition and Zone Reclassification ZE- 35 -84, Agricultural Suburban to R -2 on property generally Located in the Spokane Valley north and adjacent 4th Avenue and south and adjacent the old Milwau- kee Railroad right -of -way and approximately 700 ft. west of Adams Road; within Section 23, Township 25n, Range 44 EWM. NOTICE IS FURTHER GIVEN that any person interested may appear at this hearing and present testimony in support of or in opposition to this application. 0 N i *NT • - e :' 1,.. RECEIVED JUN "64 SPOKANE COUNTY ENGINEER 10 N_ 2312 r CO LJ 13 TH r " EVI GREEN kJ ' �l .1, HIGH o SPRAGUE o` "T`J 4 371h- TEE NTH IGNTH AVE :ame: B. Todd Rooks (Please Print) .ddress: .oaring Date: • . . .4.• 4./v<.:.11 v. '. "....! i .. 115.11 V....t<S Appeal Fe. - $75.00 N.:524 Mullan Spokane, WA Preliminary Subdivision Number: PE 1450 - 84 Phone: 928 - 6884 Business Phone: 928 - 4172 :caring Examiner Committee Action Being Appealed Title: St. Mary's Terrace Addition .Zone Reclassification Number: ZE - - Ag - Sub to R - 2 Date of Hearing Examiner Committee Action: April 25, 1984 RECEIVED MAY 0 4 1984 COUNTY COMMISSIONERS Today's Date 5/3/84 Zip Code: 99206 signature: .signature of Authorized Representative: \ddress: 'JGR REASONS FOR APPEAL One of the members of the planning commission felt that the density should be arbitrarily lessened even though the project met all criteria set forth in County ordiances. This defies good planning and economically makes the project as planned less feasible., :opies to: Planning . Engineers 2- Environmental Health / Norma Smith 'ee Received: Check 7,5', p p Cash Receipt Number 727 OFFICE USE ONLY A. INTRODUCTION This matter having come before the Spokane County Subdivision Hearing Examiner Committee on April 19, 1984 and the members of the Committee present being Richard Skalstad, Chairperson, Lynn Tennican and Jerry Williams. B. PROPOSAL The sponsor, B. Todd Rooks, is requesting approval of a preliminary plat of E-1 50-8 , ST. MARY'S TERRACE ADDITION, Zone Change ZE- 35 -84, Agr cu ural Suburban to R -2 for subdivision of 2.8 acres into 9 lots - -- 8 lots for "divided- duplexes" and one lot for the existing dwelling, and there being present, the following applicant or representative: C. FINDINGS OF FACT • SPOKANE COUNTY HEARING EXAMINER COMMITTEE FINDINGS AND ORDER Michael C. Phillips & B. Todd Rooks 1. That the proposal and information presented in the STAFF REPORT was considered. 2. That the Comprehensive Plan designates this area as URBAN. 3. That the proposal is within the Priority Sewer Service Area (PSSA) boundary. 4. That the proposal does comply with the purpose and intent of the Comprehensive Plan decision guidelines for "fill -in" development and compatible land uses. - 5. That the owners of adjacent lands expressed disapproval; as, the density was too great and should be restricted to R -1, that additional duplexes would lower the single - family property values, that the area is predominantly single- family, concern for adjacent school children safety during construction and compatibility problems for adjacent playground. April 19, 1984 File No. PE- 1450 -84 Findings & Order St. Mary's Terrace Addition C. FINDINGS OF FACT (cont'd) 6 That the proposal site is limited in size and shape for the proposal and limited building site to setback requirements. 7. That the density should be reduced by one lot which will allow additional area to develop the limited site. 8. That a detailed development plan should be developed to make the proposal as compatible with existing dwellings as possible (i.e., building height, aesthetics). 9. That since the roadway as a private road having limited on street parking due to fire code regulations, 1.5 off — street parking stalls should be provided for each half duplex (or 3 per duplex). 10. That the private road maintenance should be -0 made of a ho t e owners association due to the potential for numerous owners who may not live in the proposal. 11. That the provisions of RCW 43.21C (The State Environmental Policy Act) have been complied with. 12. That the proper legal requirements for advertisement of Agenda Item have been fulfilled. 13. That the Hearing Examiner Committee finds the proposal as conditioned is not detrimental to the general purpose or otherwise harmful to the public health, safety, and welfare. D. SPECIAL CONDITIONS OR CONTINGENCIES APPLICABLE TO THIS DECISION Those conditions as listed in the April 19, 1984 STAFF REPORT, as amended. COUNTY PLANNING DEPARTMENT CONDITIONS 1. That the Final Plat be designed as indicated on the preliminary plat of record and /or attached sheets as noted, except one lot is to be eliminated. (Amend to read) That the sponsor shall submit a detailed site development plan to the Hearing Examiner Committee for review and approval prior to finalizing the preliminary plat. That 1.5 off — street parking stalls are to be provided for each dwelling unit (or 3 per duplex) and shown on said plan. The purpose is to assure the final plat lot lines and building sites can comply with the "side" and "rear" yard setbacks and the "front" yard private thoroughfare setback and assure compatibility to the adjacent dwellings. 2 April 19, 1984 File No. PE- 1450 -84 Findings & Order St. Mary's Terrace Addition D. SPECIAL CONDITIONS OR CONTINGENCIES APPLICABLE TO THIS DECISION (cont'd) COUNTY ENGINEERING DEPARTMENT CONDITIONS 29. Delete this condition. 33. Delete this condition, as a homeowners association for private road maintenance will be created. E. ORDER ATTEST: The Hearing Examiner Committee pursuant to the aforementioned, finds that the application of preliminary plat PE- 1450 -84, ST, MARY'S TERRACE ADDITION and Zone Change ZE- 35 -84, Agricultural Suburban to R -2, is hereby APPROVED to MAY 1, 1987. Motion by: Lynn Tennican Seconded by: Jerry Williams Richard Skalstad - Aye Lynn Tennican - Aye Jerry Williams - Aye By: Date: JOHN NUNNERY Spokane County Subdivision Administrator HEARING EXAMINER COMMITTEE HEREBY ATTEST TO THE ABOVE • FINDINGS, ORDER AND VOTE. Chairperson U . 3 'r 'f• MA91 Terrace fa }) o N PC-H 1 450 - Se& 13. MU. nootcS odd - Packs 5ecn_•a.rd— - /U 5•4 !u (.QQ,✓v Mike Piro L li r s —_ U kbR .tom cryt.n me- %e b4D 9 Le a re SW o' S (..O LvaS? e 4. - .- d " a vi-A l.)0.14. 4.4i J • e - . . i cd-cru., CU C' an-c ) ct,&v. -e-esk 't' W1►4 ra j S saw -a ,a Pte-; 0 !E) r- - i.., it M ��► cae, _ %a.. - 5 _i;2eesv . - 0 a o &s -o.uit d. .a Uoai.n ' t Vaga cuco,-, Pfd .g-itevn) ,iu ,ee, -% trJA .Q.¢ - a- cyuz, La C Vf. Q (� Mm ll�Au-S e £ d. WoLvl R6-p.c). --> cob„,„..k G — QavL S:, — Er c t — `€�i �n c;pc _ st � y 'S ° - a -� eikakzusi sa . eikatu_ R-eAes_ientk acxywn- re Inter - office Communication To Spokane County Subdivision Administrator BMc /set OFFICE OF COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Date March 27 From Bob McCann, Land Development Coordinator Subject A 1:\A / 17.-- rat: I U �y 19 AL Spokane County Road Standards make provision for Private Roads within Plats and Short Plats. Up to eight parcels may be served by a Private Road. The Road Stand- ards do not address parcels upon which duplex units are to be constructed. The in- tent of the ordinance appears to be met by this application since the private drive will serve only seven parcels. However, unlike a subdivision for single family lots, this division has the potential for 14 residential units on the seven parcels served by the Private Road. The approval of this division will ultimately result in the construction of duplex rental units which could be sold to nine separate owners, seven of whom would be responsible for maintenance of the Private Road. This situation would not differ from that typically found in a single family residential plat except for the poten- tial for absentee ownership of duplex units. It is the responsibility of owners of the lots to assure construction, maintenance, etc. of the Private Road. The potential for non - maintenance of the road because of the tenant - landlord relationship is greater than that which would normally be associated with single family residences. You should also note that the maintenance burden could be shifted to relatively few conscientious lot owners in the absentee owner situation. The Private Road depicted on this short plat should be designated as a "Tract X" future public right of way and should be constructed in accordance with "Tract X" Standards. However, should this proposal be approved as submitted, it is my recom- mendation that formation of a homeowner's association be required. This association would be of the type normally created for the maintenance and care of common areas in cluster housing developments and Planned Unit Developments. Without this mechanism in place, the likelihood of the road being maintained in perpetuity is substantially reduced. a.a•CO 3 ref- 5 '" PVE Z 6• , M.Il:ieyre.11i.nerwe w-• NIS. = P c. rs S 2 2 3 N D w.e"'4 N ' 4 RI � a I c, (t t r , f I. 1 J .� ; S 1... \ E w. ++. d- �r �,. .. F3ig . ":1x4�:. f t y �' ^ ' �r , ' , �,u.�r „Z •:v[Y.�. 45 ar..-C -. ! Y t 'F RS r J tNO. AVE: j i-- R,y[ SPRAGUE m.,. T M W hff p„E N W I f 'R r iu r$ m r TtiU1i ---( F t ' T LFTH V so. 4 •. u.h } lfJ LI • 9T /0 'H • - 29 - TO: SPOKANE COUNTY HEARING EXAMINER COMMITTEE FROM: SPOKANE COUNTY PLANNING DEPARTMENT STAFF RE: PRELIMINARY SUBDIVISION AND ZONE RECLASSIFICATION PE- 1450 -84, ST. MARY'S TERRACE ADDITION ZE- 35 -84, Agricultural Suburban to R -2 I. GENERAL INFORMATION Sponsor: 928 -4172 B. Todd Rooks N. 524 Mullan Road Spokane, WA 99206 Location: Located in the Spokane Valley north and adjacent 4th Ave. and south and adjacent the old Milwaukee Railroad right -of -way and approximately 700 ft. west of Adams Road; within Section 23, Township 25N, Range 44 EWM., Spokane County, Washington Comprehensive Plan: URBAN, within the Priority Sewer Service Area (PSSA) boundary. Proposal: The sponsor proposes to divide 2.8 acres into 9 lots - 8 lots for "divided duplexes" and 1 lot for the existing single - family dwelling and to change the existing Agricultural Suburban zoning to R -2. A private road will serve 7 lots with access onto 4th Ave. "Divided Duplex" provides for individual ownership of each half of the duplex and its half of the lot as opposed to rental units. II. SITE PLAN INFORMATION STAFF REPORT April 19, 1984 Surveyor /Engineer 926 -1322 Michael C. Phillips N. 909 Argonne Rd. Spokane, WA 99212 A. Site Size: 2.8 acres, 202 feet wide east -west and 600 feet long north - south. B. Site Characteristics: The proposal site is flat and treelees with a single - family dwelling and a barn. The sponsor's property is long and narrow. The north end of the property is adjacent the abandoned Milwaukee Railroad right -of -way where the Valley Sewer Trunkline will be constructed. - 30 - /0/ 4 R /_ /0 /0 1 F4 __• /0/ 5 % /M I \ ■ 5, ''1 3 A 4 ,a, 0 /5 PS // I I 4. „, N 1 41 1 1.I 2 j! / / / / by / / / / / ' ha .ir I 1 7 . N. T— 8 1 SO I c . / I ' I on A - d- -. Exist DviELLIM ; 4601 - 7r _§_ - -- Si i (A ANboN h i � < ' - a •� I I a I 3 Co 25 2s .11 am a 2s 1 24 I? 14 1 - 31 - AVEN N Q STAFF REPORT, April 19, 1984 PE- 1450 -84 ST. MARY'S TERRACE ADDITION II. SITE PLAN INFORMATION (cont'd) C. Neighborhood Characteristics: This proposal is located at the north portion of "Adams Neighborhood" in an area of transition from Commercial north of the abandoned Railroad right -of -way to Multifamily or Duplexes south of the Railroad right -of -way. The area along 4th Ave. and south is predominantly single - family; but only about 50% of this area has developed - -- the rest remains as a single - family home on acreage sized ownership with the original Agricultural zoning. D. Agricultural Summary: The Comprehensive Plan has identified this area as URBAN which precludes agricultural pursuits for this site. E. Zoning: Proposal - Reclassify to R -2. Site - The existing zoning is Agricultural Suburban, 1963. North - The existing zoning across the abandoned Railroad right -of -way is Commercial, 1958. East - The existing zoning is Agricultural, 1963, and beyond is MFS, 1975 and beyond is R -2, 1977. South - The existing zoning is Agricultural, 1963, and beyond is R -1, 1969. West F. Land Use: Site North East West - The existing zoning is R -2, 1977 for N 1/2 and R -1, 1977 for S 1/2 of "Sively 1st Addition," and beyond is R -2, 1977. - The property is vacant flat pasture with a single - family dwelling and barn. - Beyond the abandoned Railroad right -of -way is vacant land and commercial uses fronting on Sprague Ave. - A cultivated field and beyond is the preliminary plat's namesake - "St. Mary's Church." Southeast - Single - family dwellings in "St. Mary Addition." South - Cultivated fields with few single - family dwellings on acreage parcels. - Single - family dwelling on 10,400 sq. ft. lots in the S 1/2 of "Silvey 1st Addition" and Duplexes on 11,700 to 15,000 sq. ft. lots in the N 1/2 of "Silvev 1st Addition." STAFF REPORT, April 19, 1984 PE- 1450 -84 ST. MARY'S TERRACE ADDITION II. SITE PLAN INFORMATION (cont'd) G. Comprehensive Plan Designation: The Comprehensive Plan designates this area as URBAN and is within the Priority Sewer Service Area (PSSA) boundary. The proposal complies with the Decision Guideline policies for "fill -in" development and land use compatibility. H. Special Information: Circulation be served by a Engineer to be Density - 4th Avenue will provide the proposal with public street access and the 7 north lots will private road, which is recommended by the County designated "Tract -X." The County Engineer is recommending the operation and maintenance of the private road be provided for through a Homeowners Association similar to that of a Planned Unit Development (PUD), since there is a potential for duplexes with up to (7 lots x 2 units) 14 rental units with 7 separate owners. This could result in "tenant /landlord" problems for maintenance of the private road - -- also landlord /landlord problems. Sidewalks are being required along 4th Avenue. Design - The preliminary plat design with the private road through the center of the long and narrow proposal along with the necessary setbacks for the duplexes from the rear and side yards and the private road will require care in siting the duplex structures. Due to this "very- close" plat design staff is recommending that detailed site plans be developed and presented to the County Subdivision Administrator prior to filing the final plat to assure the final plat lot lines will accommodate the duplex structures and private road. The type and dimensional shape of the duplexes may be restricted. - The lot sizes in the proposal are similar to the R -2 lots in the adjacent N 1/2 of "Silvey 1st Addition." Duplex Division - The Spokane County Zoning Ordinance under Section 4.17.150 allows for individual ownership of each unit of a duplex and each half of the duplex lot. Upon filing a final plat using said provision will identify the duplex and duplex lot division as "CENTER DUPLEX LOT LINE" and will prohibit construction of any single - family dwelling on such lot - -- only duplex dwellings will be allows. - 3 3 - STAFF REPORT, April 19, 1984 PE- 1450 -84 ST. MARY'S TERRACE ADDITION II. SITE PLAN INFORMATION (cont'd) H. Special Information: Water Supply - Vera Water & Power will provide water. An approved water Plan will be required prior to finalizing this preliminary plat. Fire - The proposal is within Fire District #1. The Fire District and County Building & Safety Department (fire marshall) are required to approve fire protection provisions prior to finalizing the preliminary plat by reviewing the Water Plan for hydrants, hydrant spacing, water flow capacity and emergency access. Sewage Disposal - The County Utilities Department has authorized on -site septic tanks /drainfields with provisions for ULID agreements, double plumbing, and dry sewer lines in the private road. School - The proposal is in the Central Valley School District #356, which sent no comment to the notice mailed. Parks Neighborhood" the proposal. Cultural Resources III. BACKGROUND /ANALYSIS - The report, "Planning for Park (revised 1976) indicates this proposal is located in "Adams which does not call for a park in the vicinity of - None have been identified. A. Land Use: Staff finds that the proposed addition of 8 new duplexes on lots ranging in size from 11,700 sq. ft. to 15,500 sq. ft. to be compatible with the adjacent duplexes and the three single - family lots west and adjacent. These three lots have rear yards adjoining Lot 1 with the existing single - family home and only part of the rear and side yard of the duplex Lot 2. (See the Preliminary Plat Map.) B. Zoning: Staff finds that the requested zone reclassification from Agricultural Suburban to R -2 to be compatible with the proposed uses and existing land uses. Note -- duplexes are allowed in the existing Agricultural- Suburban Zone. -34- STAFF REPORT, April 19, 1984 PE- 1450 -84 ST. MARY'S TERRACE ADDITION III. BACKGROUND /ANALYSIS (cont'd) C. Comprehensive Plan: Staff finds that the proposal meets the purpose and intent of the URBAN designation; as "fill -in" development for Urban, for the Priority Sewer Service Area (PSSA), and for the existing public services and facilities of the near vicinity. IV. ENVIRONMENTAL REVIEW An Environmental Checklist was submitted by the sponsor and has been reviewed by the Planning staff. No significant adverse environmental impacts were judged to exist. Possible slight adverse environmental impacts were identified on the checklist in the following categories: earth, air, water, flora, fauna, noise, light and glare, land use, Natural Resources, risk of upset, population, transportation /circulation, public services, energy, and utilities. The County Subdivision Administrator issued a "Proposed Declaration of Non - Significance ", and it was circulated to other agencies or jurisdiction and no comments have been received; therefore, staff recommends a "Final Declaration of Non - Significance" be signed by the Hearing Examiner Committee chairperson. V. LEAD AGENCY RECOMMENDATION The County Planning Department, in considering the above information and conclusions, and further considering that forthcoming public testimony would not identify unanticipated and unresolvable problems, does RECOMMEND APPROVAL. This recommendation of approval is, in part, based on the followng recommended "conditions of approval ", and therefore staff additionally recommends that the following conditions be attached to the Hearing Examiner Committee approval, if approval is granted. VI. CONDITIONS OF APPROVAL If approval is granted, the following conditions are recommended. COUNTY PLANNING DEPARTMENT CONDITIONS 1. That the Final Plat be designed as indicated on the preliminary plat of record and /or attached sheets as noted. 2. That preliminary plat of record approval is for the property described in the Legal Description, signed and stamped by the sponsor's licensed land surveyor, being part of the application for this proposal. -35- STAFF REPORT, April 19, 1984 PE- 1450 -84 ST. MARY'S TERRACE ADDITION VI. CONDITIONS OF APPROVAL (cont'd) COUNTY PLANNING DEPARTMENT CONDITIONS (cont'd) 3. That the preliminary plat be given conditional approval for three (3) years to May 1, 1987. The applicant may request a one (1) year Extension -of -Time by submitting a written request forty -five (45) days prior to the above expiration date. Such applications should demonstrate the progress made toward finalizing this preliminary plat. If an Extension -of -Time is not requested in a timely manner or said Extension is not granted, then the preliminary plat is NULL & VOID and the approval is withdrawn. 4. That the provisions of SEPA'S NOTICE OF ACTION pursuant to Chapter 43.21C.080 RCW be initiated by the project applicant within thirty (30) days of final disposition of this application, and prior to any on -site improvements unless the applicant(s)/ sponsor(s) choose to file a notarized Waiver of Notice of Action with the Spokane County Planning Department. 5. Pursuant to the provisions of Chapter 43.21C. RCW, the SEPA Guidelines (WAC 197 -10) and the Spokane County Environmental Ordinance (SCEO), a proposed declaration of non - significance has been issued at least fifteen (15) days prior to this date; the official file, written comments and /or public testimony contain information regarding assessment of the proposal's adverse impacts to the physical environment; a finding is hereby made that no probable significant adverse impacts upon the physical environment are anticipated as a result of this project; and a Final Declaration of Non - Significance is hereby to be issued. 6. That a Final Plat name be indicated before the final plat is filed; such name to be approved by the County Assessor and the Planning staff. 7. That appropriate road names be indicated, and approved by the County Subdivision Administrator prior to filing the final plat. 8. That appropriate utility easements be indicated on copies of the approved preliminary plat or the "draft" final plat and distributed by the sponsor to the County Planning Department and all applicable utility companies. Written approval of said utility easements by said utility companies must be received with the submittal of the "draft" final plat and prior to filing the final plat. -36- STAFF REPORT, April 19, 1984 PE- 1450 -84 ST. MARY'S TERRACE ADDITION VI. CONDITIONS OF APPROVAL (cont'd) COUNTY PLANNING DEPARTMENT CONDITIONS (cont'd) 9. That a plan for water facilities adequate for fire protection be approved by the water supplier, fire protection district and Spokane County Building & Safety Department (fire marshall). Said WATER PLAN must also have been approved by the appropriate health authorities. The Health authorities, water supplier (purveyor), fire protection district, and County Building & Safety Department (fire marshall) will certify with signature on said WATER PLAN, prior to the filing of the final plat or final plat of each phase of the preliminary plat. Said certification shall indicate that said plan is in conformance with their respective needs and regulations. Said WATER PLAN and certification will be drafted on a transparency suitable for reproduction. The purveyor will also certify that appropriate contractual arrangements or agreements have been made with the plat sponsor for construction of the water system in said final plat, in accordance with the approved WATER PLAN and in accordance with a time schedule. The time schedule will provide, in any case, for completion of the water system and inspection by the appropriate health authorities prior to application for building permits within said final plat. The arrangements or agreements will include a provision holding Spokane County and the purveyor harmless from claims by any lot purchaser refused a building permit due to the failure of the plat sponsor to satisfactorily complete the approved water system. The final plat dedication will contain the following statement: "the public water system, pursuant the WATER PLAN approved by County and State Health authorities, the local fire district, County Building & Safety Department, and water purveyor, will be installed within this plat, and the subdivider /sponsor will provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot and prior to issuance of a building permit for each lot." 10. That 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 the approved WATR PLAN for the Final Plat ", signed and stamped by said engineer. The certification may be in the form of a letter but is preferred to be certified on a copy of said WATER PLAN as a schematic map showing the "As- Built" water system. -37- STAFF REPORT, April 19, 1984 PE- 1450 -84 ST. MARY'S TERRACE ADDITION VI. CONDITIONS OF APPROVAL (cont'd) COUNTY PLANNING DEPARTMENT CONDITIONS (cont'd) 11. That a current certificate of title (plat certificate) be furnished by the sponsor to the County Planning Department and County Engineer prior to submitting the "draft" final plat, which is required prior to filing the final plat. 12. That the following statement be placed in final plat dedication: " no more than one dwelling structure be placed on any one lot, nor shall any lot be further subdivided for the purposes of creating additional lots or building sites without first filing a replat." 13. Upon filing the final plat the zone change shall be finalized and the existing Agricultural Suburban zone classification shall be changed to R -2. 14. That the sponsor is authorized use of the "Division -of- Duplex" provision Section 4.17.150 of the County Zoning Ordinance. ,v - . That the sponsor shall submit a detailed site development plan to the Spokane County Subdivision Administrator prior to finalizing the preliminary plat. The purpose is to assure the final plat lot lines and building sites can comply with the "side" and "rear" yard setbcks and the "front" yard private throughfare setback prior to creating said lot line by filing the plat. 16. That the barn on Lot 8 shall be relocated to proper building setbacks prior to filing the final plat. COUNTY ENGINEERING DEPARTMENT CONDITIONS 17. That conditional approval of the plat is given subject to approval of the road system as indicated in the preliminary plat of record, as approved by the County Engineer. 18. That plans, profiles, and cross - sections as designed to County standards showing proposed street centerline and curb grades be submitted to the County Engineer for approval prior to construction and /or the filing of each final plat; road plans to be prepared under the direction of a licensed Professional Civil Engineer. 19. That drainage plans and design calculations showing the alignment of drainage facilities be submitted to the County Engineer for approval prior to construction and /or the filing of each final plat. Drainage plans to be prepared under the direction of a licensed Professional Civil Engineer. -38- STAFF REPORT, April 19, 1984 PE- 1450 -84 ST. MARY'S TERRACE ADDITION VI. CONDITIONS OF APPROVAL (cont'd) COUNTY ENGINEERING DEPARTMENT CONDITIONS (cont'd) 20. Construction within the proposed public streets and easements shall be performed under the direct supervision of a licensed engineer /surveyor, who shall furnish the County Engineer with "As Built" plans and a certificate in writing that all improvements were installed to the lines and grades shown on the approved construction plans and that all disturbed monuments have been replaced. 21. No construction work is to be performed within the existing or proposed public right -of -way until a permit has been issued by the County Engineer. All work is subject to inspection and approval by the County Engineer. 22. All construction within the existing or proposed public Right -of -Way is to be completed prior to filing each final plat or a bond in the amount estimated by the County Engineer to cover the cost of construction of improvements, construction certification, "As Built" plans, and monumenting the street centerlines shall be filed with the County Engineer. 23. A statement must appear in the dedicatory language of the final plat: "that individual driveway access permits be required prior to issuance of a building permit for driveway approaches to the County road system." 24. The proposed plat shall be improved to the standards set forth in Spokane County Board of Commissioners Resolution No. 80 -1592, as amended, which establishes regulations for roads, approaches, drainage, and fees in new construction. 25. That the County Engineer has examined this development proposal and has determined that the impacts of this proposal upon the existing County Road System warrants the roadway improvements herein specified. 26. Dedication of 10 ft. additional Right -Of -Way along 4th Avenue. 27. That sidewalks are required along the arterial(s) on 4th Avenue. 28. That Public Road Standard TYPICAL Roadway Section be: "Section Number 2" for 4th Avenue with Minimum Paving width "Major Arterial Std." 29. That a statement be placed in the Final Plat dedication providing for future slope easements as required by Spokane County along 4th Avenue. -39- STAFF REPORT, April 19, 1984 PE- 1450 -84 ST. MARY'S TERRACE. ADDITION VI. CONDITIONS OF APPROVAL (cont'd) COUNTY ENGINEERING DEPARTMENT CONDITIONS (cont'd) 30. The word "applicant" shall include the owner or owners of the property, his heirs, assigns, and successors. 31. Existing County roads providing direct access to the plat shall be paved and curbed to Spokane County standards. 32. The proposed private road(s) as shown on the preliminary plat serving 7 lots with no extension possible, is approved by the County Engineer, subject to County Engineer memo dated 0 ktMarch 27, 1984. . That the private drive be designated as "Tract X" future public right -of -way and be constructed to that standard. 34. That a property owner association be formed for the purpose of maintenance of the proposed private road. That this association be formed in alike manner to other associations formed for care and maintenance of common open spaces and grounds. The County Engineer and County Subdivision Administrator shall review and approve appropriate documents prior to recording. 35. That private roads be improved to Spokane County standards for a private road Urban - Suburban standard serving seven lots. Subject to approval under Section 10.207 of Spokane County Fire Code, as amended. 36. That the following statement be placed in the plat dedication: "WARNING: Spokane County has no responsibility to build, improve, maintain, or otherwise service the private roads contained within or providing service to the property described in this plat. By accepting this plat or subsequently by allowing a building permit to be issued on property on a private road, Spokane County assumes no obligation for said private road and the owners hereby acknowledge that the County has no obligation of any kind or nature whatsoever to establish, examine, survey, construct, alter, repair, improve, maintain, provide drainage or snow removal on a private road. This requirement is and shall run with the lard and shall be binding upon the owner, their heirs, successors or assigns including the obligation to participate in the maintenance of the private road as provided herein." - 40 - STAFF REPORT, April 19, 1984 PE- 1450 -84 ST. MARY'S TERRACE ADDITION VI. CONDITIONS OF APPROVAL (cont'd) COUNTY UTILITIES DEPARTMENT CONDITIONS 37. 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 said Health District. 38. The Owner(s) or Successor(s) in interest agree to authorize the County to place their name(s) on a petition for the formation of a ULID by petition method pursuant to RCW 36.94 which the petition includes the Owner(s) property and further not to object by the signing of a protest petition against the formation of a ULID by resolution method pursuant to RCW Chapter 36.94 which includes the Owner(s) property. PROVIDED, this condition shall not prohibit the Owner(s) or Successor(s) from objection to any assessment(s) on the property as a result of improvements called for in conjunction with the formation of a ULID by either petition or resolution method under RCW Chapter 36.94. 39. Any water service for this project shall be provided in accordance with the Coordinated Water System Plan for Spokane County, as amended. 40. Each new dwelling unit shall be double plumbed for connection to future area -wide sewerage collection system. 41. A dry sewer connection to the future area -wide Sewerage System is to be constructed. Plans and specifications for the dry sewer connection are to be reviewed and approved by the County Utilities Department prior to filing the Final Plat. COUNTY HEALTH DISTRICT CONDITIONS 42. Water service shall be by an existing public water supply when approved by the Regional Engineer (Spokane), State Department of Social and Health Services (DSHS). 43. Prior to filing any final plat, the sponsor shall present evidence that the plat lies within the recorded area of the water system proposed to serve the plat. The dedicatory language on each plat shall state: "Use of private wells and water sytems are prohibited." . - 41 - STAFF REPORT, April 19,1984 PE- 1450 -84 ST. MARY'S TERRACE ADDITION VI. CONDITIONS OF APPROVAL (cont'd) COUNTY HEALTH DISTRICT CONDTIONS (cont'd) 44. The dedicatory language of the final plat will state that: "Subject to specific application approval and issuance of permits by the Health Officer, the use of an individual on -site sewage systems may be authorized." 45. A combined surface water and sewage disposal detailed plan shall be approved y the County Engineer and the Spokane County Health District prior to the issuance of any building permit for this project. COUNTY BUILDING AND SAFETY DEPARTMENT CONDITIONS 46. That the WATER PLAN shall show the location of each fire hydrant or fire prevention facility and must comply with Chapter 10.04 of the Spokane County Uniform Fire Code Ordinance, as amended. 47. That the WATER PLAN shall specify the gallons per minute for each fire hydrant at residual pressure of no less than 20 p.s.i. (a minimum pressure). 48. That the Water Purveyor and Fire District shall sign the WATER PLAN prior to County Building & Safety Department's review. -42- C.- SP UEOCOUNTY,YMASHINGTON /14er I. ^L EIE sidewalks are required along fire arterial(s) on T f )�- �'•`•' = / = "' - ,19 TO: PLANNING DEPARTMENT FROM: COUNTY ENGINEER'S DEPARTMENT SUBJECT: ROAD CONDITIONS' FOR PLAT NAME sr. / Peitz,� NUMBER P5 /1577 ,sY 'CONDITIONS CIRCLED APPLY TO PLAT NDEU R CONSIDERATION E I - that conditional approval of the plat by the County Engineer is given subject.to dedication of Right -of -Nay and approval of the road system as Indicated In the preliminary plat of record. -that plans, profiles, and crass sections as designed to County standards showing proposed street centerline and curb grades be submitted to the County Engineer tor approval prior to construction and /or tho filing of a final plat; road plans to be prepared under the direction of a licensed Professional Civil Engineer. that drainage plans and design calculations showing the alignment of drainage facilities be submitted to the County Engineer for approval prior to construction and /or the filing of the final plat. Drainage plans to be prepared under 'the direction of a licensed Professional Civil Engineer. E 4 -that the regulations of the National Flood insurance Program be observed since the proposed plat Is affected by a Flood Hazard Zone. construction within the proposed public streets and easements shall be performed under the direct supervision of a licensed engineer /surveyor, who shall furnish the County Engineer with "As Built" plans and a certificate In writing that allimprove- ments were Installed to the lines and grades shown on the approved construction plans and that all disturbed monuments have been replaced; 0 -no construction work Is to be performed within the existing or proposed Public Right of Way until a permit has been issued by the County Engineer. All work Is subject to Inspection and approval by the County Engineer; 0 -ell construction within the existing or proposed Public Right of Way Is to be com- pleted prior to filing the final plat or a bond in the amount estimated by the County Engineer to cover the cost of construction of improvements, construction certifica- tion, "As Built" plans, and monumentlng the street centerl ines shell be' f fled with .the County Engineer; - . E 8 -no direct access from lots to 1/2 Right of Ways until such roads are constructed to County Standards and established as County Roads; E 9 - direct access from lots to Stub Road connections• until such roads are constructed to County Standards and established as County Roads; E10-road design, construction, and drainage control for 1/2 Right of Ways and Stub Road connections are the responsibility of the Developer; Ell -that appropriate provision be made that the following described property be held In trust until the continuation of the streets be dedicated or deeded: A 1 ft. strip at the ends or edges of all streets that terminate or border the plat boundary. (Tern- porary cul de sacs are required when streets terminate at the plat boundaries.) E -a statement must appear In the dedicatory language of the plat that Individual drive- way access permits be required prior to issuance of a building permit for driveway approaches to the County road system. dedication of IO Ft additional Right of Nay along Ct Irs_ iJ.E. additional Right of Nay along additional Right of Way along E14 -a statement shall be placed In plat dedication that no direct access be allowed from lots to E15 -that a statement be placed In the plat dedication providing for future slope case- ments as required by Spokane County along 1/ �� / /l - - -- E16- existing County roads providing direct access to the plat shall bu paved and /or curbed to Spokane County standards. E17 -that all public roads within the plat be designed and constructed to Spokane County standards. (EIS) - Public Road Standard 1YPICAI Rondway Section ' - ' (1) Section Number -- ' For 1 -i 'I' - .11..- i. Minimum Paving width (J, f,: :< (2) Section Number For Minimum Paving width (3) Section Number For Minimum Paving width (4) Section Number __ For Minimum Paving width _ _ (i2 word "applicant" shall Include the owner or owners of the property, his heirs, assigns, and successors. E21 - to construct the road improvements stated herein, the applicant may, with the approv- al of the County Engineer, Join In and be a willing participant in any petition or resolution which purposes Is the formation of a Road Improvement District (RID) for said improvements pursuant to RCM 36.88, as amended. At such time as an RID Is created or any Road improvement Project Is sanctioned by Spokane County, the improve- ments required (curb, sidewalk, drainage control and paving to existing pavement) will be at the sole expense of the undersigned owner, their heirs, grantees and assigns. E22 - as an alternative method of constructing the road improvement stated herein, the applicant may, with the approval of the County Engineer, accomplish the road Improve- ments stated herein by joining and participating In a County Road project (CRP) to the extent of the required road improvement. At such time as an RID Is created or any Road improvement Project Is sanctioned by Spokane County, the improvements re- quired (curb, sidewalk, drainage control and paving to existing pavement) will be at the sole expense of the undersigned owner, their heirs, grantees and assigns. E2S -that the following statement be placed in the plat dedication: The owners, their. heirs, grantees and assigns, agree to join in the formation of a County Road Improvement District pursuant to R.C.M. 36.88 at such time as a Road improvement District Is created or any Road Improvement Project Is sanctioned by Spokane County. The improvements required (curb, sidewalk, drainage control and paving) will be at the sole expense of the owner, their heirs, grantees and assigns. E24 -that the sponsor shell prepare and submit to the County Engineer a design proposal acceptable to the State Highway Department of the proposed Stets Highway- County Road intersection. State Highway Department approval of the proposed design must be received prior to the filing of the final plat. Improvements to the State Highway are to.be the responsibility Of the Sponsor and may either be constructed or a bond to cover the cost of such improvements furnished to the County Engineer In the amount as determined by the, County Engineer and the State Highway Department. the proposed private road(s) as shown on the preliminary plat serving ,7 lots with: X no extension possible; oaten - - - - - - c tract Is approved by the County Engineer(S(A1eC - r to (\CCnc,nec\. Co Yttvw\e NTg -that private road(s) be Improved to Spokane County standard for a private road litbgN- Sl.barhael standard serving _C)e1rS'1J lots. Subject to approval under section 10.207 of the Spokane County Fire Code. E27 the following provision be made that the following described property be held In trust until the continuation of the private road and the "Tract X" Is deeded or dedi- cated: a I ft. strip at the ends or edges of all private "Tract X" that terminate or border the plat boundary. E28- a- statement shall be placed In the plat dedication that the "Tract X" private road(s) contalned'within this plat Is /are for the sole use of parcels within the plat until such time as the roadway Is improved and established as a public road. 0 -that the following statement be placed In the plat dedication: WARNING: Spokane County has no responsibility to build, improve, maintain, or other- else service the private roads contained within or providing service to the property described In this plat. by accepting this plat or subsequently by allowing a building permit to be Issued on property on a private road, Spokane County assumes no . obligation for said private road and the owners hereby acknowledge that the County has no obligation of any kind or nature whatsoever to establish, examine, survey, 'construct, alter, repair, Improve, maintain, provide drainage or snow removal on a private road. This requirement Is and shall run with the land and shall be binding upon the owner, their heirs, successors or assigns including the obligation to partl- cipate In the maintenance of the private road as prov ided herein. E3 -the proposed plat shall be improved to tho standards set forth in Spokane Count Board of Commissioners Resolution No. 80 -159:, as amended, which establishes regula- tions for roads, approaches, drainage, and fees In new construction. the County Engineer has examined this development proposal and has determined that the impact of this proposal upon the existin Count Road System warrants the dedica- tion of additional right - - way and the roadway Improvements herein specified. ..LhiAt.._t\` ve.,QM' . 1.1R-• %!c:: E:a (.1c.- >.r )AJ ,[CLI ''7 u_ . re- 7 .:•". . ..t - f(nol . -- - - -- — r P Y L�l1D�ls✓- ..F.' u f - c: .l1�ij 0 l'!- c . G (3i T G_ K . + ' _ . ( L T i ? c:. . .. T� /[7J..Srn! r'ii,ct •.- ... _ _. - - - ..__ _Tcyx _ . 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U.r 7 r . si.rJ. _- %, /:r tit t./ t+- /, ✓,., J' )" ' r f . 1: SPO AL OCOUNTY,YWASHI ON „ PLANNING DEPARTMENT .b ' FROM: COUNTY ENGINEERS DEPARTMENT ii ' 4 —,-,z2 SUBJECT: ROAD CONDITIONS' FOR PLAT NAM 5t. / /bfIz /t12/? /ke NUMBER AS /5/54 ' 'CONDITIONS CIRCLED APPLY TO PLAT UNDER CONSIDERATION that conditional approval of the plat by the County Engineer is given subject to dedication of Right -of -Way and approval of the road system as indicated In the , preliminary plat of record. . -that plans, profiles, and cross sections as designed to County standards showing proposed street centerline and curb grades be submitted to the County Engineer for approval prior to construction and /or the filing of a final plat; road plans - to: -be . prepared under the direction of a licensed Professional Civil Engineer. that drainage plans and design calculations shoring the alignment of drainage facilities be submitted to the County Engineer for approva Vprior to construction' - and/or the filing of the final plat. Drainage plans to be prepared under the direction of a licensed Professional Civil Engineer. f. • • 4 -that the regulations of the National Flood Insurance Program be observed since the proposed plat Is affected by a Flood Hazard Zone. E - construction within the proposed public streets and easements shall be performed' under the direct supervision of a licensed engineer /surveyor, who shall furnish the County Engineer with "As Built" plans and a certificate In writing that all Improve- - ments were Installed to the lines and grades shown on the approved construction' plans and 'that all disturbed monuments have been replaced; 0 -no construction work Is to be performed within the existing or proposed Public Right of Way until a permit has been Issued by the County Eng ineer. All work is subject to Inspection and approval by the County Engineer; -all construction within the existing or proposed Public Right of Way Is to be'com- plated prior 'to filing the final plat or a bond In the amount estimated by the County. Engineer to cover the cost of'constrpction of improvements, construction certifica -'' 'Hon, "As Built" plans, and monumenting the street centerlines shall be filed with the County Engineer; E 8 -no direct access from lots to 1/2 Right of Ways until such roads are constructed to County Standards and establlshed'as County Roads; - ft _ E 9 -no direct access from lots to Stub Road connections until such roads are constructe'd to County Standards and established as County Roads; E10 -road design, construction, and drainage control for 1/2 Right of Ways and Stub Road' connections are the responsibility of the Developer; Ell -that appropriate provision be made that the following described property be held In trust until the continuation of the streets be dedicated or deeded: A 1 ft. strip at the ends or edges of all streets that terminate or border the plat boundary. (Tem- porary cul de sacs are required when streets terminate at the plat boundaries.) EI - a statement must appear In the dedicatory language of the plat that individual drive- way access permits be required prior to issuance of a building permit for driveway approaches to the County road system. dedication of IO S't additional Right of Way along ¶ -VL e•J€. additional Right of Way along additional Right of Way along (14 - statement shall be placed In plat dedication that no direct access be allowed from lots to 7 5 that a statement be placed In the plat dedication providing for future slope ease- ments as required by Spokane County along /f / +'.'-- wrrs'= _ • existing County roads providing direct access to the plat shall bu paved and /or curbed to Spokane County standards. E17 - that all public roads within the plat be designed and constructed to Spokane County standards. that sidewalks are required along the arterials) on ,,/// that (over) ( EIS- Public Road Standard 1YPICAL Roadway Section (1I Suction Number For 9 I \•'::•' Minimum Paving width f! (2) Section Number For _ .Minimum Paving width (3) Section Number ___ for _ _ Minimum Paving width • (4) Section Number For _ Minimum Paving width " (E201 -the word "applicant" shall include the owner or owners of the property, his heirs, .assigns, and successors. E21 -to construct the road Improvements stated heroin, the applicant may, with the approv- al of the County Cng Inner, Join In and be a willing participant In a ny pet l t l on or resolution which purposes Is the formation of a Road Improvement Dlstrlct (RID) tor sold Improvements pursuant to RCM 36.88, as amended. At such time as an RID Is ..created or any Road Improvement Project Is sanctioned by Spokane County, the improve- ments required (curb, sidewalk, drainage control and paving to existing pavement) will be at the solo expense of the undersigned owner, their heirs, grantees and assigns. E22 - an alternative method of constructing the road Improvement stated herein, the -applicant may, with the approval of the County Engineer, accomplish the road Improve- ' menis stated herein by Joining and participating In a County Road protect (CRP) to the extent of the required road Improvement. At such time as an RID Is created or any Road 'improvement Project Is sanctioned by Spokane County, the Improvements re- quired (curb, sidewalk, drainage control and paving to existing pavement) will be at the sole expense of the undersigned owner, their heirs, grantees and assigns. E23 -that the following statement bo placed In the plat dedication: The owners, their heirs, grantees and assigns, agree to Join In the formation of a County Road • Improvement District pursuant to R.C.M. 36.88 at such time as a Road Improvement Dlstrlct, Is created or any Road Improvement Protect Is sanctioned by Spokane County. The Improvements required (curb, sidewalk, drainage control and paving) will be at the sole expense of the owner, their heirs, grantees and assigns. E24 -that the sponsor shall prepare and submit to the County Engineer a design proposal acceptable to the State Highway Department of the proposed State Highway-County Road Inte State Highway Department approval of the proposed design must be received prior to the filing ot-'the'flnel rplat; :Improvements to the State Highway are to be the responsibility of the Sponsor and may either be constructed or a bond —to cover the cost of such Improvements furnished to the County Engineer In the amount es determined by the County Engineer and State Highway Deportment. the-'proposed' private road(s) as shown on the preliminary plat serving ? _ lots with: - re no extenslon possible, • •--Ri ct Is approved by the County Englneer(Sub: to I\Ct(nclneck. "co Vct* e t T5 • -that private road(s) be Improved to Spokane County standard for a private road LAr&gal- Subu4 standard, serving c)eQes) lots. Subject to approval under section 10.207 of the Spokane County Fire Code. E27 =that the following provision be made that the following described property be held In trust'untll the continuation of the private road and the "Tract X" Is deeded or dedi- cated: 'a 1.ft. strip at the ends or edges of all private "Tract X" that terminate or border the plat boundary. E28=e :shall be placed in the plat dedication that the "Tract X" private road(s) contained within this plat Is /are for the sole use of parcels within the plat untll such:tIme as the roadway Is improved and established as a public road. E2 ‘that 'the following statement be placed In the plot dedication: . WARHING: Spokane County has no responsibility to build, Improve, malntaln, or other- - wise service the private roads contained wlthln or providing service to the property 'described In this plat. by accepting this plat or subsequently by allowing a betiding permit to be Issued on proporty on a private road, Spokane County assumes no obligation for said private road and thn owners hereby acknowledge that the County has no obligation of any kind or nature whatsoever to establish, examine, survey, construct,•alter, repair, Improve, malntaln, provide drainage or snow removal on a private road. This requirement is and shall run with the land and shell be binding upon the owner, their heirs, successors or assigns Including the obligation to parti- cipate In the maintenance of the private road as provided heroin. the proposed plat shall be Improved to the standards set forth In'Spokane County Board of Commissioners Resolution No. 80 -1592, as amended, which establishes regule- • tlons for roads, approaches, drainage, and toes In new construction. . 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 dedlca- tlon of additional right -of -way and the roadway Improvements herein specified. Mit.._the _t;a; tie ._ba, "T .[.4 . . ✓7. 5 a ... T7F•G X .._ -7 cT:L /CC_.. _..._— ulbllt_.:_Bjtrt a4 . LoAtf..cw((l_ _ be eokysyr.t cfcd . To Mar ._ ... . .TfnP ..ircPe(1� . 0 1:> r. 3rr kS.Co . . ' Ci cct .?crv. t' . ..c._.Yc. f za�ec�__ __j(rc_... .... - ‘JarDcse ... 0 E Mi11r. ?Te,v. fruAce . o . Th e _?r_o Ed `'ad Are ['o /ad, 74,? _ ... Th's y I �iCCr7i7innv !7C- y � t p c +ol/A? "Ili L ;Lt inn i✓N_=rG CW;(3- /.t55 5 !'�ii {.�.'C',.1/ L 1L cznn cki. �' R(2 E J- It u'R % ( Q-fr C(..1 Ge_ c f et'711airii Ltu lt.=N $,7v:'c Y- 9 reautIS. The 9 inn 7, L�•riU iAJr ✓r 5%7H // /Et e.ti r- f /pftrrue /I, :j= rrnr;: Lt/%d , <.✓7 +F'i f rrici r! netrf?ChM 4V 04' kSeC 1nt roduc f ;ThevState 'Environmenl i; Policy, Aeir cif ,19 `t.:e0t4,3: 21 C repel • and.L mgovernmental ea to consider environmental value both '. for f their own f pnvate .» proposals The ,Act, also ? requires that an Environmental -. Inact Statement tie prepa Omit and r:riievei phYaleagenvi p urpose of this i tr. Is to help4heiagenCi ea 0 TiOlVeEdeteitine:iitietiterSiartriptajp,rotioialplatt riskier yAikti ':- Please' ngz.questionv.:as etely': as ",yo t4:2 can tw1 thi nfonnst1 presently a:1:1 abl e to •you ''Please On 2 resulto .", tiii11. tieiwa re of and !'kebnCerri!,tiiamiel 44,Si itr4y1 'Op 1 aria ti ons - . ..;yOur.:ansviertiarer,:recialrediarothereyou,?..Iliel i eve n anexplanation would be helpful to government decision-makers ,or jase'additional i , i nclude are aware .? and 'which zrare .": relevant ',7tcid the answers : you? provide ?AO will 41111: illeenei 110 iltii148d:iiitli? y`cur:Propiisil:.:to4uridertakt:,thel;reqUi ;• :).•?:7;" •LI 7 fell eel eg?.quest1 on? app ly ;;.tbliyour; not ;SO tA6: the :',11 cente'[forwhICh:: yodZare. urreatly, • ;?applying orw c . Is sought;'. our answers,. should nc u epic , ) 7,Yc.40sedf-;. even : though . n ' not iicCilia[Unti , 'scaaitiaar.1 ;.thiii will will'ailow all of the agencies which will be :Any° 1 yed ; raniient8tireview, thout duplicatliig c, paperwork ri the future ". O"':aprillCaticilishall.kbe :erodes eed,.until:.;the 'checklist has been.:complete&sanCreturnert;?theapproliriate toliiityi.departaient ; S tite .:1 aid requires s explanations r. eVe ry34 vas"- a nd ?,."Inaybe"... answer. on the checki 1 at At AThe:=Oerson completing the form may be required =to provide explanati . . ).' d8t8; 184 d rd fort being used . ti no apply to the:1S,..ta,:...a:4;1111i111777;97 14 silacrk:atanila " let '4Vf pro pCiHia 1 s r Many of the ' 'es ndtapply. just answer c!, no an d'continu&on to the next - itiVIROPIENTAU‘ CHECKLIST FORM ' I t gqitouN ( ;:.7. ° 7\J . aft6oponent:-.. •L'tie:.'tecaN Mu'llnn;Ratid "Sindkciiie: 99206'it4 .res s' ? PP.nent: • . 4 TEL -Diitettiikl it t'Itiibtni 2 Jr:: tt:S: ' !! • f:hg ; if • fit . j iiiiiir.zalid:iBrief.;tescription tit:L.:it/ie. Proposal (including out; not'Aimi tee;:to'il its s ie;-;•.. genera1 aents', 'and other fatdrs'that will give anaccurateunderstanding of'its scope iindqivature):?- -I' ,72 se,ctivideg),-inti:7`; lots . ');;;• )0,„: r, ,„,, •• ,15 L . , '7' :.‘," f • t , • ke; 7," I ,y, • • ' f ••:•I ", • , ,:` 1 1*".:; tA.f.7'}, • trk-,.,•'1 R 7 r ;177:11.4.- •• . • ;;;i • of the Proposal, .. -4 7•,' .;.:.;; '''. . .I r `I: ftte:land:.-. °--..;°..i/C:4f Propo "• (les9 ' - enviro nmental - impacts, ., .. Atiecthe';,'OhYsicli.cset including soiti!rmlf71,, 1;.' •ecc;,744:4;?.7051'',";7^^7;)1''';;•.<a,,,,iTiii:ght:of. waY. • „.,, . ihs.,to,72.the:-7195.2..;fr;t4,..• „,...,„..??,.. '. ''.1...!.. ,:zrlie; proper Y.- _ „,.._ f the prop .. , ..., ,• 71 :” 17e d e bSj to th'it 1 an the accurate , .::, _ .. 4 ; "[Laren raffecTi. - ttieiiiivirP!PrS. , :.2: • 4 ,:-.7'. ' :. - . 4 :-. :::,-..., e. •:iiz ere ' . uilderit:4 ,t ;;.••.;,....r,..„1,4,..•..;.,1,;.7.'?",r.V.1! -:.. (lien : Arrr7 t.13:; EstiorsteDate -Ittlexeep t-', f or";;.graes, aridAwbods': • :;:',. •: -: ' 'i. ...* '7.:', c,,,,7•... t.. - 71.i.reiike - e;;Railro , ,,,, e., ... . iii[•deriie ,.119u....._,,,,,,,,,,,,.„.7 t"1?Tit.11..,:e:';.1,i1,1:37:,13t.7olb.7e::,1?ii:1:3;1?-t'thi.:,di! O1:41.:9-1,7j."17711.1',17., ... .. 4.1Fal„, :•;^; z: ..,. , it ' 1 riteriepletion'itif;.ProPeset:7; ‘:;:z;One...,:yeef:It. ;-..,... Jr. .7 I: ; ''' '-'''V''''.:•:'..;.;." 4 '4P..,...f:'f...../f1 j ; •:,.z, 4,..,,,..., 71 -,... •c- - - . ‘,,- '; : „ :' ;'1.• • ' . r ' ,:., :. ',f, ' v-7 ` ,.1,: .. - :.7`;* . . -, . -4 : , - . ; . :. :* • • - • : ' • ?: 7 L 1 s t 4 9 all Pei a) ...':"...linelUdi 4.„rezones ):;....t.Spokene 'County .Plaiinfilgs ' -S"tirz. • ' L I;feehieeor. Neyerirtnent ikepriciiellf,Requi red'ffer; the 1 federal ".Aritatar,?and?_ 141 o /)...s...Ze.. 2.5. '.; Vera.:.,1,6 ter; !&"...:;PoWer;:. Co : ;;P:. ;i4!".zz, ? i. "'.;;,,,. e•'.7,.. Do 'yoU ,.. cirfttlie.:olne, i iiitheevent illit Pith APO autiject and ... have any plahs Orar .'fuilare' addi El iins. ,,expansfon; ofurther activity ' related to or connected Nith): this ...Pit9i:1Sal t ;" d - .. ...:ti.,.'0...7tiy , .:.......-?..;". (.;)./.;::: ,.,-;,...,5,,,:i" . :,77:;-' ':- .j:,,- - 7 • ;..;.` t."477 .7 — - .7 ;.. -LW :7,, "; 17< •,'• 1 1:- 9 1 ,11,..1 titt ,.... i,4, ' '...'": „V i ti^ ‘.; 4.1 * jf '"i• i' .: ,...:' Pt'W - ) ::l.„. Pet, . z$:. • q "dz qWW0 • ,0:450T/T;I"' 73;:,,k 77; 7- - r , • < -• • • ';!•••• k - S. r • • ::• • ," k"fir,li?S`1 7;1; er; Cr k1-J &4t1 1 4.a.v , es ;Yeajilai g s including „ , the- own r, , ., 4 , ?./ai:,„ iop4aWcir:4-rintljact,jacen or,„ „4:4;., ::.;c0001et.ed;V;bikerS lid ilif44er.fiitini' nature' of such 'application Er f i F ROM. i EN Tfl a ?W -01r [hA:f,C7:?411-c-cPelitt;a1417;.....,H..1.,,.....7,:.1,:.,.:t.::i,t;.::.:....;; e e i:tiii , ..,, , ,$ ),t i tii''' ' . 4:4•.•:-.42:):.c.•.-:::;. ' -,.„.....7 ',...-.,?:',:-:,,, + ,... . .„,. ir:3- . : :,, ,,,,.,,, , :::,?..V...:The,' ct..(454;f:Tir!15 t+14.11:1' ” • — , • •Al,‘ ;: -j 1 4 r A 77? 5P:, c.:::: / i i' ktl-V.,‘" 1 ffl til ton. ' • • - , ,.', , 14 ,,,,,-, . i su ,,,,,, ,, ......,......440,,,r,t,Y, rtil.,2,:et,„1;,4niL'', 7:t'ond 4i i l z . 5 .;,17,11 , ‘ , ch79,..s . :,• ,, ...,,, , .,,, ....r.,..,4.,,,,Tmr,:ii, ,-,, -, ,-!. 7, i.,.. __,.....,,,,t,,z„ (a) .Uriat,401e„Mth „. :.:):741:,?.?'■4'. ''il'.1 di splacements, . , -:,.. , , , 4 ,. / . ; ,, ,.,, Jr.c , : - , iii ,.. ei i .,,,;... ' :t ''''''''';;I'''''aCiiiinOf:';';4*0 .. 1.57:::4 1 :?''''-=:-- ''' .‘:`7S-. '..i.t-1...4tt,':11;ti:..1;:.- Di ii - *el ,C r k Cir t :" '?-'' C -l' ''Adi-la--- C1'S 4,c da . reliefFf!as......, 4 ,,,,,,,-;,:::; :=.3:, .... iti..ta-.49r0 „.: ,..y-..,;,,.. 2_....,61 geo , !. -,, -.: , , , , , :. , "---:,. A . ., ,,,...z,...,1-.., .,-,,E,,, inid: SU . '.. ..; (....; ...." '., . : I: r ty-- !„. ' or . - ■':. 1 litge:::1„11.1.179...i., .-;-w!,..-•7‘::::,"'s,' '• i 'f:1 CO Li Op :'.$1,;,•4):17 uni Azgy„ :f#:•:z...%:1,f;:-.7:- :, :,;-.•.++-!;!•;-1.-fc, ....;..&1;ui:f in,.49veri coveri 7.: :,,,•:t.:--..y.,•:::::•;::•!, 7:4 iite :,,,, „,. ,.,:::,:,.:ta;';-: ..,..,. :.•. ‘.„ oss: :, :-,,,,,),:i", At-nA'.3•Z`7.iinoftr...-,,,,,,,,,,,,Y, 4 --:,-.; .;:. t features? :4,2: tl:gAi.: ?ftikAillc!€4ikt,0 ■tgiria:qrIi. Ph v..+:;',^itt'" '.......;-4, atei; erosion :; .,:,;;,rici/4...,,/,tctt•F,f.,,i.r.&,i;:ii:pi rrit,410r17 1./K:::,71.0?4,:, „ • :"..' : 1 tI deposi roi..er0 1 ciri yilicOinviy: fl.aairgis:tln,,460otitiir,rsr erosion ' Otiieidil.landi:::lpt changes ,1_,. .4. a, z '; .....,„ _ modify e,:tho ,a,tiaiiiiel OVIArlier: Or iratrepai;.,P? ... r-: tii4ein nie,,Vny ,, bay, ;;;,.1 pl et ip‘5.101se? '.';', . :..--„,„,, , -,:' '-'.. .,,, ,.-. ,.,....:, - -Ott • .n.'; • &' • ..• , aniti On: tr?, 7.5d Result .6r*grading, du - f oi " hinidi nits septic sts tem • • :. "1 ' •lc • r 4 Wil L.thproposal ';;result in deterioration n ;be airtlii erit a1F-.quality? Th4creati on of objec odors? Alterailon'of.::•41i sture or tem 'or any ; change cl imate, i 1tiierfr ISC;iir regionally? :: ofdar - em1Sion and missiofs getieraiectf • 1, ‘ inhabited inns • ,• , • , - , 4 Argi. ;.. • 6 'N se i ; 03:4-- -: 42i.7.".y. .. -..• e." ,- , . ,,..1....‘i.;,..„,,,,32., , : .. ... , *- - _ ,.. .; , :i.z . ,1‘;.:.•'. . - . .. . ... . . 4 e, 7. 0 i ;j .. ..•iif .ipreli il l i : t....e!-9)-.:171- diiei:Sg!a:i.S':.:_::-.,scit:.-z- ._ .„ .— ; ., _. .... insects '-'1or,',.---c ,...-,,.: lei ec,; number mi rofibrl fish and a Y r:5 .' : '',.. a):::clianges)._ tilidi:;:tio4 an l ...` ":,':: 4:;;; ? of lie shellfish, (birds, ,-:it. 1 , s.. including ri• 7k,e1.4...1717.,..,.:;:::c;.:1.1.;,-....,,,-, bi,*dactiir;c4:.the ..riiiritOrs: of '-- any J " .'-,:."-;! .it'' ,--• '1 ..- ..,- c -. :. , 4- - ,.. c) Introducti en jot. new species of fauna into an , t Ar: in a,IPperri en to the migration or ",of 7:Deterioration : Cf..; iting: fish or .11.1d1 I fe ..',i;''',". f,:•.' : Ex planation :::::... hay affect bird habitat.. ::::::Ii/j(i'',"5",'::.:T-',-.,,/:-.2:,i,::i;'),..?...,,,.- ..-.. ... - . , , ..._ ' -:',',', -,:•-•:.',-:- .:-:-. , c.,-, c•- ; , • ; ”1:1, _ 4{';'`? : 145t-14 at‘ Esti 1 ahati 0: Thcia 6)15 i dal o f iiiesktientd1: - s alid iv lion S k . P 1 ation Wi 1 1 the proposal . a l t e r • the - location di stri but"' on - ..ndins ty . . - "YesA'AA . -Maybe .410 :&- tor growthsArate" of the , Pusan popul ati on: of an area? .7:r c . 4, A „ • ,■" 4 . ' . X 1 ariatfon Tia,:abria W.' w . ill inaieaSe bW aPPrOkiinafelifiktelnill.es=7:2;=.- v), 2- Oh" t. tv* V . Hoes( 'Will affect leiis ti n4 hbuil n0';: ot jeiveth'; a;deinand :".!yeiii.. < additional housing? ":;.: 1. ' " 4,1! ▪ T '.rjatt 1 .). ,TransockatiOn/C1 Wi 1 1 :.t.he": • ( 401 Celer b) Effects ej•• faC11 ti 1S;:;or c) Ict:pon ng.y.trens Porte ti Oh d)- A1erations to ..Preient ,patterne.of ili4nAtt YeS :. x r27-2 r 't"tit, ■:==r .r;*.' ..4 ,..?",... - . .. , " . . i ; . ..". ; . H. :i : OYcAltirritliiii*;:t.tioViiitaitibite; . :. ff::;Ii1":4;reiise • - ', 2 .•,...13:10Clitts . ,..,to . r401eitriani?.; - - '::.!••= - /:. - .....:.;....A. , .... , :.,,4 . :::;7Nt::f . ' , .' 7 t' '' ' ,i' ''' ,, : 7::','!,7.,;; '' .-;,::''1: i2? •?' .--- .ExPlanati t raf fic fil,cleiFi-44/...!,i:.04,0.0i:.:..-c4E'49C99,P194-c-SPY2130,L9FF3'10.1.CF" ; -"':,, - ',..1':4"2i - .4.;'' . ."41. 4 „?'. ,-. ."... .”'' ..-;y: r2.:':' ',-5 ,,,.."'"; c e. - ..7,-ai• - 7, -; E:::F.1 §... ,.c. , . :: i' 11 : L i c l.. : • - 11'; ' ,.:::.4 . .. (J l' '' .."-: <-'?.• . & ;'' C '", 1 5- : !.;:.;■:. - .:" • •:: ' ▪ Publlc servlces .. Ai( Itthe. proposal an effect - • .:41:Yet:: "),Ato in nee& for, new or altered :PevernmentatiiirVicei n ‘ eni, • 4 .f611W1 ;P] -2 ::■:;■,:.??1,1:'■! Af': 411Ft 4. 1:1) • c ) Scheel St Par*S'4tir:- other recreational ffitC , ( t:FlaintenenCe ai;faci 1ti 0 ; tt t Other..;' send ces? • - , aitati .; , 1::17--77.-'Yeicl Maybe' No (a) substantial ";:.aniSuntsf"of.. • • • • ; • •::, r 1 .1 :( b CDeniancl iti rigp,sOurcest. of : energy, or re tic..kinel cement: otjnelf. Source's of • .- . . . . . . . . Exolanation Those requirem typxcal of a residential subdivision sy • ' • " v2;•":„ , " • ! ' '• '••• • •.? • :-• • - • •-• ••• • • 4 12 4 .; Hiiman Heil thJ Will th& proposal :result • in the creation nt health Thazards or.po a heal th , hazart i nel adi fig mental health)? 7% .; 7 7 ,77 2 .1 -r 77 7 7 7% 1 1 777-7 7. 2 ‘. 4r . d . " 2. • "Yes:-1 • ' Aesthetics. t In ,the obstruction of any scenic v sta or • view open tO propbtal.Tesult • i 0the,";,cree±ion? • aesthetically offensive:"site.,peecte'publ .„:. . : „„_ t?- • • • • „ • •, th 7 proposal': result;in. impact • '' 4 *lite: '• ••• P1 • ■ ••••,•• • • •• Yes Recreation Will ; cairTilTrcofeexi rig reereiti ; ' A the euel tror ' • '- •C'' Pie 7' 2, • • • • • • • • • - 1 . 2 ' dal /iii itori Cal • : peopois result in an al terati on .. a significant ,- archeologica or historical site, • structure ' object orW il di fig? "•••!•.,;. • c.,-,1, • "", , • ": ; !the; tindersi§nd,.ileauneer.•the Panel ti*Oli .v'estiOnses': are:, 1 truthfull4ind , ;:to , :the ' best of my knowledge I ••. also understand d::: that - ;;T, shoul theft ;:4 will- fulm1srepesentat1�n or 4111 tut lack of :full di sales dre on ri&, part ;Spokane ...County wsy. draw any declaration of nonsignificance that it might issue In reliance uion thi checklist.' -6 Date: • .47,/s PrOPOTIent:25 :• ' , " 22 1 :2C . C ....'''Ir:'.2 =; 1 ,' ebie: PtI nt roponeat B Todd Rooks , ••••:, . • . 1,q5O9): ;9284172 .*. - , 1 1, -= oaii: .., .2 nfl flfl1Of4flfl Fnnn B Todd Rooks — Phone 928_4172 FoR: STAFF, USE •• ONLY'se fir!, 1 ::;- Staff ' '( s ) Reviewing 1 1st: thi checklist st and 007, p Ili/45ms,, .. __ .....:;4lv staff , review of the envi rename I a , 1/241 ee t t s inf e : T a im • rec titn 0 71e . 7.. Based sed-uniw s that declaration , , ; ti al ly e L e impa'p adverse exist .., : 1 ' - i :1,, , !, -„,‘, ,d; c :1%3:: 1 ,1 1: - 1 :1 , 1 - A. ' 7 ct 1 a on gi de:"ce ' 1 t . '' ;. t-1,1 dsv:eiilat:erid recedinTH4571ilidtd:liesA ;I.-:?t; - • - . .. T t hat •• ' •I al ly significant i• t'l - .. ' t,17., ^ ' t ' t .. - ' ; 1 7 le Ps .1.■ :. 4-____ ,"- , declaration f: significance : .,:significant - - 4- - s'• ' impacts of non:eifaii-n/ because - .9f : d i , nature o 2 that ' ro theee e piis ‘ n : 7 ' p otentially ' l ssees a ,final ad ,decl . c , , , ' - Conc • a 1 recprrends , ,th p I fi nce. ea ,,, , -,a‘ ,- .7 8 . -y l:t`,�llla];Cate .LO' ul i ` mly dw ell €iag "unite% obale Eomes `(�i i ), 1 t Other }v ny tnoa residentia•hsse fi : Vit x 1. f4 ? I 1 4y'%t'" a. prr i,SA i `frdpy,t +Fhfj�,•at 1 Y�3 vR ! 'fi 7 i! t f . 3st1b i controlled ,byfa + erao neor4 zp r -l'or 4iV S nYm� +rlga d e i nca.,� ;to ,the nearestaire {stat Ct5, I1 XNCi1P��,D,V4ilda 5 <t1 kY d' };a +mil eL i� YI Giy !. ,J'Y viY J. �'F J lx �! ttryt4 s ...4fzo ��n4 >�4 . ± �, ,=A.. <. , r.. 1e!�'Yr >a �. 1 ...><F :+. '�vl➢ i + rss•s•►•s••s•• betbnilt il ":before J2141. J`*S`A.3.1•:i >.. 'g - 4t, Si n > +:%:'n ;FPl' ated?5iii6i !astut e.F�f'a. i?J-f t rix� { ^3 :n;a y 8 .4' .'gr� ji rr . ✓ r., - S fe + a it� ttt� t44•ii ' V l Fes trnct be= i.ncluded,nln 7 the Comm hrestrid vetcovenerds o + 1 i'J 'k , t+'sttY s ts',∎0 s' n iandscope� fencing 7 r 'Y4 i3fv ., 01 , w ':. * PBAN rla yt F J Yr� � { i F F ''lf * llat Si iglerFdn1yaiD n { ) exes. „^ )d F,Lots ' j..9 su-.,- : ,, i '?x 4 I ' ...,,it +trv: , "e ndicate idslch lots 5 'x aai U t;"a„; rb"'hr�r'ti -vtize , ;r +•' z? scribehot uses a to 1 4 ,, 3t • , v sN+ir`.4,.• .1 Se'-J' Cii ritj w' 1..,.'r >..e.a yqe.+ , ' r x ti•vr.. r q 'Y!f "(,. '` .i2 :':- , r`, ^larr .kYx.S';a { .war ".� `S l,. s deeiie b No (X -`` }'� r Yee F Yn • . • R;. a � ►�►� �_ • ► i " • _ - Y. i i • iia`+i ,+flFw# +`` .. sue.: e I rf, &* ots? - No :. f.,Nr...i41. t r E:. ntenancij celogreements ttoi. me y 'S t> 1 f t 1 . - tip_ ' - b ,^ 1 yya, 3 a el; ` - -r M { i r r, ; 7,, 7i it L2i .' " .* ;∎+:4 S", 4 •• ', 4S 3d ' 1" R ^.k `' M h1 • _'t, et — • t4�t► ttMtst ••► ►i ♦►t ►• ► ♦ ► ► ►1•t.tR• ♦•iOS • ` i�{i li i>r .ln cs • s .rl - is "� l.. � jY ' feet; te / A£gm#s 7 } e3» t mr 3 } . er swe ƒnoe {t2 tkveithetTeq ) _ alaions je . . " • • q-6 PRELIMINARY PLAT APPLICATION FORM ALL SIGNATURE BLOCKS (ON PAGES 2 AND 3) MUST BE FILLED IN, IF APPROPRIATE, BEFORE RETURNING TO THE PLAT ADMINISTRATOR. Do you plan to file the Plat lopment? Entirety To what level of improvement Curb and Gravel ( ). Curb Describe any combinations of Indicate size of nearest main: Part I - To be completed by applicant and surveyor AREA AND DISTANCE************************************************ * * * * * * * * * * * * ** ** * * ** * * * * *s *s *.* Total amount of land in this Subdivision: 2.65 Acres . Proposed density of the Plat: 3.16 Total amount of adjoining land controlled by this owner or sponsor: Proposes Use of controlled adjoining land: N/A What is the driving distance in miles to the nearest fire station? 1.33 Miles Shopping facilities? 22 Miles M unicipal Boundary' 6.33 Miles Paved street or highway Located On ? LAND USE********************i************************************ ** * * ** * * * *** * * *** * * * * ** * * * *** ** Comprehensive Plan Category: Indicate the proposed land use of the plat: Single Family Dwellings ( ). Duplexes ( X ). Indicate lots for duplexes: Lots 1 - 9 Multi - family dwelling units ( ). Indicate which lots: Mobile Homes ( ). Other ( ). Describe other uses: Describe any non - residential use proposed in the Plat: What is the present use of the property proposed to List type of uses: Cultivated land: acres. Timber: acres. Vacant: acres. Indicate the size of units proposed to be constructed: Number of bedrooms 4 per duplex N/A be platted? Pasture: Other: Estimated Sale Price EXHIBIT B Total Number of Lots will streets be constructed ?. Gravel ( ) - Minimum. and Paved ( ). Paved only (X ). above: 40' Paved private road. $90,000 9 Lots /Gross Acre 0 Acres Single Residence & Acreage acres. No (X ). Yes ( ). Type: Is keeping of animals desired? Proposed Zoning: R -2 IMPRO VENTS** **s****************************** * ** ** ** ** ****** *** * *** * *** * **** **** ** * ** * * * ** *s. • in its entirety as proposed, or will it be a multi -phase deve- What is the time period expected for complete development of the Plat: lyear Street improvements completed? 9 months , Substantial number of lots occupied? I 1/2 years Is dedication of any land for public use contempleted? (Parks, schools, etc.) No. ( ). Yes ( X ). Describe: 5' to Spokane County for proposed widening of 4th Ave. 2,400 Square feet Will buildings be built on the lots before they are sold: No ( ). Yes ( X ). Will any special deed restrictions be included in the sale of lots? No ( ). Yes ( X ). If "yes ", explain: Common restrictive covenents and maintenance agreements to include private road, landscape, and fencing. UTILITTFS***** * ** *********************************************** * * ** * * ** * * *** * ** * * * *. ****...... Indicate the proposed method of sewage disposal: Septic tank (X ). Lagoon ( )• Treatment plant ( ). Other, or combinations (Describe) Preparation for future sewer hook -ups. ) Public system (X Acres ). Indicate the proposed source of water supply: Individual wells ( Private community system ( ). Indicate method of extending service to the lots (Dwellings): Underground utility easements ( ). Overhead utility easements ( Utilities in streets ( X ). No easements ( ). Indicate the distance from this proposal to the nearest existing water main: 40' feet. 6" inches. -OVER- UTILITTFS - (Continued) List utility companies or districts expected to provide ser ce to this Plat: Electricity: Vera Water •Gas: WA Water Power Water: Veravater di Phone: Pacific NW Bell & rower ACKNOWLEDGMENTS PROPOSED PLAT NAME: St. Mary's Terrace Addition I, the undersigned, have completed the information requested, and the Preliminary Plat has been prepared by me under my supervision in accordance :th the requirements of the Spokane County Pl ' Department and the laws of the �_teshingtin. . (Signed) v/Itgw4gp r Date: 2 CAddress) Ai T 4t auxs 4.-Phone: ?G-f32 51:64.44-3€' w Zip: T Ter2 .,,r SURVET011 , - &i6) A S1 I, the undersigned,'swear under the penalty of perjury that the above responses are made truthfully and to the best of my knowledge. I further swear that I AM THE OWNER OF RECORD of the site proposed as the preliminary plat, or, if not the owner, attached here- with is written permission from said owner authorizing my actions on his or her behalf. I also understand, should there be any willful misrepresentation or willful lack or full disclosure on my part, Spokane County may withdraw any declaration of non significance that it might issue'in reliance upon this checklist. E X H I B I P A PRELIMINARY PLAT APPLICATION FORM (Continued) Power (Signed) % I ! �w-it Date: 2/17/84 (Address) N. 524 Mullan Phone: (509) 928 -4172 • Zip: 99206 Date: Part II - to be completed by water purveyor -- See PART VI Page 2 A. This subdivision (is) (meet) situated within our service area. B. We are (able) (neL_.,.L1c) and willing to supply this subdivision with adequate water for (domestic) (fire) (;. l) (r,) uses. C. Satisfactory arrangement (have) (haft) been made to serve this proposal. D. Signature (only when items A, B & C are true and completed) E. Private (wells) (water system) is ( (de ed) as an interim water source. Vera Water & Power )� ))9 Drgig cr- Sob' um2 Z / t > /AV purveyors name signature • and title date signature and title Part III -to be completed by Health District A. Health District staff has completed a field investigation of the site. B. Health District requirements for preliminary plats have (have not) been satisfied. C. Signature * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Part IV - To be completed by County Engineers Office A. County Engineers Office requirements for preliminary plats have 4-h-svr- not) been satisfied subject to submission and approval of drainage calculations and drainage plan. • B. Signature * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Part V -.To be completed by County Utilities Dept. A. County Utilities Department requirements for preliminary plat have (have not) been satisfied. - B. Signature Signpt and Title / / Signature and Title Date * * * * *'* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Part VI - To be completed by County Building & Safety A. Fire Flow of gallons per minute required for proposal. signature and title date * * * * * * * * * * * * * * * * * * * * * * * * * * * .. * ., .. * .. .. .. * .. * ., * * :, * * THIS PART TO BE COMPLETED BY SPOKANE COUNTY PLANNINT DEPARTMENT Planning Department Information Fire District: Water District: Conip. Plan Category: PSSA bdry: E X H I B I T A PRELIMINARY PLAT APPLICATION FORM (Continued) Page 3 2 /c //85< Date Date Submitted: Preliminary Plat Fee: Date Accepted: Checklist Fee: Plat File No: Zone Change File No: Plat Name: Existing Zoning: Number of Lots: Date Established: Location: Sec. T R Advertised Zone Change: School District: Checked by: PUBLIC HEARING DATE: A. PROPOSAL B. DEVELOPER or AGENT OWNER ENGINEER Preliminary Conditions C. INSPECTION D. SPECIFIC CONDITIONS: No. No. Nu. S P O K A N E C O U N T Y E',N G 1 N E E K - - P R E L I M I N A R Y C O N S U L T A T I O N-- Name: Address: Phone: Business Name: Address: Phone: Business Name: Address: Phone: Business PRELIMINARY CONSULTATION: a) b) c) d) e) f) g) Project Name: Number of Parcels: Section Right -of -Way Curb Sidewalk Pave Approaches Drainage State /City E. FINAL PLAT CHECKS Fee Paid: .Date Mathemut.Ical S Surveying Checks: B. Date: Z- / 2l / 4 By: /o Pt 45 J2/ pdcicr./ V6 No yG5 To L-xi "; y PeIZ./Ji /ts /2c u 4Co 730 Sr /l #p /i " - Review Yes ( ) No ( ) NOTE: This proposal must comply with Spokane County Regulations for Roads, Ap- proach and .Drainage in New Construction; Board of County Commissioners Resolution No 80 -1592 ae amended. Conditions are preliminary and may change after field in- spection and review of County records. Date: / / By: Remarks: O Fee Paid: Yes)" No Amount $ 0- "/ Check /b03 Planning A - tion Signed: Date 2_/ .:7/ / , Y BY: Amount 3 Date By [od a Root- kr?75 0/`� Add i:'uu.11 ;Io:lhuu.ath - al +unl Surveying Check:,: r,,. , Dal By Pt'.. lo. ') Dale By _- ._._ - -Fee .. 1 ____.________._ - Ilal e Ht. hoe • __.__ _ _ _._.lint ,- _ _ . _ . B} '. —__... _. _____ 1: Ilome Home Home Number 'E.W.M.; Quarter 1 2 3 4 /N ?Oai c-i Ch Cash Date By - — Y Date By . . - -- . -- - -- - • :1wt .t.11t . :\mI .. \Ill . I'•I . ..._.. \WI .t.lit .Pd I• HI 001 oil E139E0090bEfL NEOE't 20:' - „w ,4 E, 0 0 3.0 latIDOBal BIUMMOCIS 01 S aby 1449 - 77/1 / 2.W7 . 17 7 9 • • / '. 1 2/F 7 $ 1 - -1 Cr -(7-17 / cc ••••••/ • 11 /tu 91.066 Wee M015411.0* IN■110.011 • 11.3 sn. NO19N111SVAN t 1 '18 SNOOd (100.1 fl D e - RECEIPT 1 9 if.. V Rnce■ver! rnm . A d 1 \Li 15 11(1: j .. ; 1(1 _ . . SPQKANk.WASiiittG T r.)!•■ 9 1 k fl n b o f 77) Y 7 )"' ,ry $ .. , In il a i • 09266 NO1DNIRSV &S'!:14')IfloS IorAel of // ' - 1N /.ar7:2 : /� q / { 0'm P P $ ` PP/L4 I 0/ a 6SN %�.L_"U=L`-�./t _ /Ih� (St(' (" 4/ e LARS •' � 0V ,� (4' 61 /t•' _ 31oQ B. TODD ROOKS R'E. 1 928 -6884 GRBENAGKIS, WASI IINGTON 99016 T0: 1100/4alflef PEOEROL CfEOR L.r Cu • rrOa•nL. WASHINGTON colic • . .�. I •C n Pa • ( ! ' 1 ssa.,ppv um IA F): >n1a].ed 1d13D32i /g- / 191 f . ,.111 AY .1.003 509.17/219 scafla r9Lehin/nale Pia/ w rufl 1:0219094781: 78908003683LH' L003 e r m w a "! Q a O Q- C 0 0 0 LU he he Lu x x V V I- z o W I-z o � a a O 0 O 0 Z Z 0 W v 0 0 z HIGHWAY FEDERAL AID SHEET PLATE 1- SINGLE,PLAN AND PROFILE - FULL LINE 1i TELEDYNE PRINTED iN U.S.A. Double Barr e,I D (Type D) Spokane Co. Standard Metal Frame Grate Type 3� Sta. Z-+.50 23.5 Lt Top of gate 07 ° - WEST POND DETAIL Dratnac • easeme .3..,, �J PJ \ 6 / O �\S \ � • 2 � / I N 00 ° OI 59" {nt / R/w TYPICAL SECTION No Scale R/w q. 15' I 15 ASPHALT CONCRETE C RETE CURB o' �O r - 4 2.59'0 as halt concrete ' sorb T e G° P y P 30" 1�1 =1 /�- � 2.59'0 zwo ' /�=VI %�" 4 " " CURVE DATA c - /8 'I / / s phlt concrete ourb EZ 2' R Type 1.61 degAeh W S.H.D. Spec. ha /t co.7 3 ° 1 ss r4s L = 116.91 VARIES W S. f" /D. Spec.. Asp .ALT CONCRETE 608.93 r, W V1 cd o +oo 0 +50 +00 � � 8.93 w I I z Dralnac ditch 135.00 / 9 ro.ded -4 /35.00 / CO / TYPE CA LV' N NE r�vAHTo 023123 To NS /c.F. ,tu 0 o O N Z so t O 1+50 \ � h09 /rye ! j ■4 ;5 O I 3 co 0 ^1 a � � 0 oz, x 2 +m SREi U \4 � / m / x2 +50 �� ; .- �-- N ond. / 0 NI W z 0 ko - X 3+00 ( 3 +5o 4 +00 4 +50 5 +00 X 17.12 N 00 ° 03 "49 W + o 15 I5 81.64 90.00 • /30.00 / W V / r •4> � 6 3,c, __> 3410 � C + 3 + - 97.50 ° 0 3'49 "W r,Sle Harrel D. W Spokane Co Standard Mehl Frame E Type I N'� N O O 16 0 / / ( / ' a s - to m ro � � "� e g \ O \ N 9 `9 • N 135.00 . - z / 14 �� my j 3 0 �0 j ( 17 130.00 orate F. 5to I I +37 a3- Lt / ° o 20 1. M N 89 ° 5700 "E - ,c Y Top of Grate 09 -5 �, - -> / 5.00 < 20 / 74.42 125.40 - - � - -- _ 'RECEIVED NOV 198 5 @tllly Engle @er1ng A2) Noo ° 03'49 "0/ 609.42 4TH AVENUE CURVE DATA a =44°3 ?"36" E A PO N C 3 Y 1X.TAIL -I- Stno�Ve Dowel Drywel( / J t F f Spokane Co. Standard 1kt ` • Meal ram¢ rat e I Grate Ty b 1 �V" J a Stu I l +37.0 23 ° - Lt � R = 150.00 T = 61.56 �= 116.83 / S I ! � 7� ti� 1 • J EI 00.-. 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Q a O Q- C 0 0 0 LU he he Lu x x V V I- z o W I-z o � a a O 0 O 0 Z Z 0 W v 0 0 z HIGHWAY FEDERAL AID SHEET PLATE 1- SINGLE,PLAN AND PROFILE - FULL LINE 1i TELEDYNE PRINTED iN U.S.A. f- Vart¢.s Varies Doubter `Barret D' ( 8 ) WEST POND DETP L Drainage Easem6nt A S e e - D z.*c, : Spa D€. 1 Spokane Co. Standard Scale t" =ao ' .�.\ I 1� Ground al' Curb CuT T Y P 1 CA S E CT I O N Metwt Frame E Grate Type 3 4/ A RlW No Scale R /w Sta. Zt50 23.5 Lt. q,/ ^ _ Top of grate OT Q . oL c:;> -- .C_ 15 ( I5 \ / Sod ,�. 3 .t ASPHALT CONCRETE CURB �i \ 10 , /0 Ft NISI+ GRADE n' Q \ Vanes 2 S % 2• a a5phoi+ c ncrete curb, y , 3 i ` S• \ Sq r o u b T �e G� �Q - •Z 1 / � �'���,��= 1 ,�-� '.. .. - : ► ^C: •TO '.6 ._ 'ro:p: °.°: La.6- :'d •o:o e. _ ���''i, \„� .' /8 O 4 CURVE DATA f t RAVwS \1 o = 44 °39'26 TYPICAL DRYWELL LOCATION a spho.lt concrete curb 4" Crushed 5 rAc;ny l 2 „ As 4/t Cor,cre.te. Potre.»e,r `' S ; u_h n�qe �•� /� �" I R= 150.00 No SccLle Ty Pe .G„ To course com,�ogcteo! G /ass8� corn�oacZ`ed a�e�oZ`h � w � ti � I = NN (01.6/ de�ot'`h INSH.,O- Spec. Rspha /t confer�t � 5 % Z`o 6 %490 cs / L = 116.91 ws H,D. SO C. ( VARIES - X2+ 00 ° OI'59 n 608.93 ASPHALT CONCRETE 1 . -- 198.93 135.00 135.00 \/ o•o2t23 TONS/L.. TYPE "C" :: -71: --- V LANE GLlAHTIry = 3F 0+00 O+�O loo o/� / CAL. i N • Edge of Pavement 3 4 5 3 / � x z•OO . F o � 4� " h \ x \ �� Dratnac3e itch g raded to Pond z7 7 D O O Q: �\ \ \ 3+00 3 +50 4 00 N *.So + r + /7.12 N 00 °0349„W • 30.00 / 1 � � "N 97.50 Lfl 7 (4 s tt 1LGJlj3 ±o S to 3 +IO N•� N 1 NOO ° 03'49 "W = J [ �f� t / • S8 a�� N ( Edge Of Pave enf-' \ R JW 1 • W- - Double barrel Drywetll(Type �) 8 a 6 / / � Spokane Co. o S }d Me + al Frame z cE Sin le >3arrel D.W. � Q I � - - { r C and O - 1 ff � a . y Spo o. Si' and � V •� . � rGr ` 81.4 ( � � � � � • 15 15 6 90.00 Meiat 1 rame 4 Groi-e Type t Z n S'F 2t80 18.0 ft N 9 - =- 2 3p / � �' ?P aer Sta I ! +37 23 L t � -•� � 7 I o �. To G rc r 07. 3 of Grate 09.5 Zo P !° o N89 ° ,5T00''E i g Tap � o I O /35.00 Ed a Pavt Ta 130.00 (74.42 125. O 5.0 l NOO °03'48 "W (009.42 4' Y1• Exls� -in9 Pavemen�- AVENUE CURVE DATA EAST POND � a% -t•o 4% OO 4 = 44 3736" DETAIL _ . c n -scale I " =zo Single Darnel Dryweil� R= 150.00 1 o, Spokane Co. Standord' T = 61.56 / �` $1 O „ , Sidewall{ 4" Compac4ed depTh, Asphal,F Con4en•L St a 1 1 +37.0 23 ° - Lt 1 3, •� �, Ih o, > ' `- s TBM Top RR Spike Spok 3 ane County Sf 5 Z /o lo '/ % (D.O.T. Specs.) y Top of Grate 9.8z �/ ���� 470 \t• l T`jp¢ A curb(see note) ,� 8 1 4th Ave 8t Rees Court Crushed Surr cin3 Top Course / PLAN SCALE: I " =50' 4" Cornpac4ed DepFh (D.O.T. Specs • - •8§ IN PROFILE SCALE : I ° =50' HORIZ• 2008.53 S8 a a:, 1 1 " =5' VERT. A / AL . SECT/O N 7` C Drainer e Easement M 0 0 0 0 0 9 a o 0 0 0 0 4- 0 0 .- - N N c�) cn .t O h NO SCALE ������■������ �-- . �rerr. .■:�:■.Fr.:r:�r.■�ss��� �■�����■�������� �■�������� ■������ - ��.a1r ►:�a■�n, c�az. �r��rrar�. mrr. �r�, zrtr. ������� ®����■�r.: ■ s�r��� �'. 71 : T 1 �r■" TSi: 1 T����� ®��ili�J ■���R14C�i<i!���••1��� ESJ>•- T.71T'T.J•Lr •llT. .rz 1:.��lr��il�� ��tl•[��_____ . _t -ii - 1 . i _Jtr• 1 ® ������ ■��������� ®��������� -lv- ] - 0 =uc.���tr•���® ® ����������������® �t�tr •����■�a�tr•■tr_�t��t��ta•� ����ttttttttttti:l� _ ;� : ,Rw�:�_,:t�a��r. ��.v!�t������ ®�_�_�_�_�_�_ ter• ter•_________®____ t� ■■ta_��■�ta•_��_�_�_tr•�tr•■s_ �_ .....�i 1 ���������® ® ��������������fe��► rl�it�il:>> i���L�i�,�ti]:il_��t�e7_`r����� - ����■��� -moo a�������������® ® �������������� ■_� ®� ■���tr•�t�■- - � sir t��■ ���������■tttttttttttta�� kl 11 _.____ ����������■t�� r.����o����® ®��o���������������1ta_��� ®ta•�ta•�1a•�1a•t�ttttta•ti�� ��������tttt■t���� ����11`��� �����s® ���� ���������� -^��• ����tttta •ta•■tttta•�� ® ® ®�■�■■ttttta•��� i�i���tr •��s�tr•�ra•� 1 I_ . /ii- l 1I1r�i■�1iuii i ��ts try - 1 _ _ ������������ ��������������® �������������� ®� -�■��� �M�•_��, Ott" sr■ .�I�,�.�= �:r�lau�►���n�.��S�� =L ������������ ���������■��ta_ ■��® ���������������� ® ■� ® ®�ta•tr• •i�t��. ��.■. W■ J►� !►�� ii! ■..�:tttr�rt:,��• ������� ®��� �����ta.t��■t��� ���® ���������������� ®� ®����ta•� t+ ■�trr����taii�I■rr�.■irr■t�.i ®� ®���� L� eT,�11 /�� i� I�illf.� lf<V ■ I 1 \ rei Wral i rwT �iTaTii ®� ®���� tttt�lta<�1 ►�>tl ltalL_�L /air]'■ 11 \ t.' IA .A I r4 k•J ������1■/ Jit' 1' ii ►'�:Si! /J�1!�t�taC�JiiNg�f. - - ®■ 0 +00 0+50 1 +00 1 +50 2 +00 2+50 3•00 3 +50 4 +00 4 +5o s+oo 5+50 6 +00 CHECKED BY CC I Z /3/ 1 1251 ....HIGHWAY FEDERAL AID SHEET PLATE 1-SINGLE .PLAN AND PROFILE - FULL, LINE 9PTELEDYNE PRINTED IN U.S.A. Kt 524 t\s Li (42 E) LL. "I 1-4 ,-.\ F o F \( /4.. <SF (C)1*t kt) * *7 E../j'\ N ) I OF -1-1-1 t--4 i•ei\ Lve,/,‘',14E F.- 4.N r- t -2) 1(t ET \ s, 2' r t ) -7C."7 ./o ><(.-e,c- - t t ■ -, ••••• .......• ,...... , --= -..., ,,,..• T 4 1 .1 .., **,.... 1 I — 1 , - 4... 1,,J r " *c.C....,' 1 . 1 , A t__si3 ,. --( TH AsT ‘■-b v L..* i ri..=,(,- lis(EST oF Ti -. Ac j._.. z NIG i ' ,e ..... , ..-.. k 1 --/ .. \( i -- 4v:-..'.....t. : : ( f,! i\,...i ‘,...-. z i 74 , i5LL.)/-1‘.. l 4 1- k ,,— ,--, \ A e '== =Mt =Me 'b.c. ` I N. 1 t" Q" j -.) 1 7 r\iLt.vc oi LtST"` Lcyr / /,1 — TfP(C./.(___ Lc;-r - 2.-2.cn 7 aF ?(-41-- , 8 kic... Kt 524 t\s Li (42 E) LL. "I 1-4 ,-.\ F o F \( /4.. <SF (C)1*t kt) * *7 E../j'\ N ) I OF -1-1-1 t--4 i•ei\ Lve,/,‘',14E F.- 4.N r- t -2) 1(t ET \ s, 2' r t ) -7C."7 ./o ><(.-e,c- - t t ■ -, ••••• .......• ,...... , --= -..., ,,,..• T 4 1 .1 .., **,.... 1 I — 1 , - 4... 1,,J r " *c.C....,' 1 . 1 , A t__si3 ,. --( TH AsT ‘■-b v L..* i ri..=,(,- lis(EST oF Ti -. Ac j._.. z NIG i ' ,e ..... , ..-.. k 1 --/ .. \( i -- 4v:-..'.....t. : : ( f,! i\,...i ‘,...-. z i 74 , i5LL.)/-1‘.. l 4 1- k ,,— ,--, \ A e '== =Mt =Me 'b.c. ` I N. 1 t" Q" j K C. I+?. .St P& P RR SB9 / • h � ,,,, or oP 9 � Q rq t 5c" Land Neat- operatinq O . r _kP s a, '4f" aso J 4 * . 3 z . � GCr�o ;� 6 15a ' 1,9"..57 .4 3.50 . 9 z s 92•s 92, 5 I �[ M' . i,/. ' i0/ /o/..r 1 • io . 7} f j6 /2999 1 im N ' 5U JD/1/15/ON © D k9 I1 /8 !9 20 a! as @ �y • 4 ®3 2 s.4'4 h 13 /4 /6 . /? /B 9 : 2 0 s° n v /no � / d /::� _ IO /.S 101.5 I(I' 5 IO/ 5 /a1. S /0/ 5 /I 2.1 ICO /30.0/ 17 /23.95 /02.34 ©11 /22.= 7 r/ AVE. / 72.9$ 710Z 4 N N E o 93 �/Q ° 1o ' 9 8 6 s - 7,j a; .93 72.99 503 .9 9 9 1 . 4 1 , ' 6'46 O r 6:46 $6. 50 88.5'0 c96.So 86 $c) 7f 6 e 5 4 ' 3. ry o © v c 86ao it /t 1, B/. 72' 1 81.4.E . 1 8/.94 e1:4 1 B/.9¢: 51?4T a 7 4R 86.sa B�so 6.50 68aZ T� R C' /2 ; 86. so B6so d6. sO 8bsc> 6'650 d6'so 6' 7 /y� 2 i / �) ca .l\)tfll� O N 1, 88,77 5Po. CouNTY 10E - - sr -,4 G (/E 95.07 5.07 95.60 2 95.60 P �• J 0 o , M0 ". a/" 2 °Q1°' 95 7s. sRe 7s 6 > Qn6 /90.67 141.16 275./6 � I 2) 0 ',r �.; 9b , :. ' b., ® 1 C 1 ��� 4 a i4\ Z -(,,L5-.. 9 . :`� HUL �� - r ISIO D q t? -"' 1 ' 9I . ' I 7;77/3-5- -: 1 .4\1, 1 ' 01 ® 1 / ^ 1 h laz.s _ iu ,. �/.1' ,, /5 .. ,O U1 f //?57 14i° r ilt' Paar, a0 ( , ', : .-,, ra SJHyE W -3 s s' a L / a p r 74 7, 4 4> Q . 2 T R g w . O -s89 92 E66d' 7 S8YJ2E5o4, 41. S ' 1 dr °" 20.3.5' -° DEED TC cc. 1=$.s,. l _ ® I r a I I 1 1 o K /GI 1 1 I ,zs.77 , 28.77 1 I I ' 9) /.0f- 771 4 7/s of /E /81.93 196.55 66.74 0 ,0 I r 3o1' u °I -I- / 82- ;III v4 I 1� � 1 1114 1- I I 11 1 1 1 _!z3 ,i I �� I ( uu 1 t_" i 4 - J 1 ( { Af\ i X KL 2_ , • 17� OFFICIAL PLAT OFFICE OF COUNTY ENGINEER SPOKANE COUNTY WAS.. 2.649.G. J5u 0 /o ,- 111 NOTE : rn.,. 1.a R 4 ' L. Y (So cot '.q •oo. c.i.w! 'Ltd "a L At 1..; - - Am'OR Ni1�RG E P/ALOVS6 . 7 /S A B'A, L NCB R i9t 2339 S PaAG '5G2 LT 5/(2 TRACT LT /2 BK2 1653 School GT. 15 ax, 2 ex 10 2010 REES PLAT ADAMS TYPICAL SECTION DRAINAGE POND NO SCALE /A` //' W' \\/// /,. \ \/ 58'x58` Scale in Feet Top of RR spike at centerline of 4TH Ave. and Rees Court. 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O 30.0 30.00 51.25 Gos.42. m Drainage Easement Double Barrel Drywell , Type B Metal Frame and Grate., Type 3 Spokane County Standard Top of Grate, Elev. Zo06:1 Sta. 2t 90 , 22 right Pond Bottom E1e.v. 20oi UNPLATTED PLAT BOUNDARY 6 WIELEDYNE - PRINTED IN U.S.A. O F- I l9 0 t■l m 0 N a .Q CC 0 z 0 Q to Q HIGHWAY FEDERAL AID SHEET PLATE 1- SINGLE PLAN AND PROFILE -FULL LINE 2" Asphalt Concrete Pavement Compacted Depth 4" Crushed Surfacing , Top Course. Compacted Depth Asphalt Concrete Curb , Type. "C" Spokane County Standard Existing Curb 10 A °. y 0 0 0 t 0o. 24 wide driveway cut Q at S _ 11* 00.52 R/W TYPICAL SECTION: 4 TH AVENUE STA. 10 +00 TO 12 +01.64 NO SCALE I 4" J. PER FT. Construct G' wide integral Curb and SidewalK of Portland Cement concrete Spokane Count Standard Type "A" Curb 0 0 N co 82.0 0 0 UI 100. 82. AVENUE 0 0 Double Barrel Drywall ,Type B Metal Frame and Grate, Type Z Spokane County Standard Sta. 11+29.57 20 1 of t Top of Grate, Elev. 20097 12 30 z% - ro 4% 20' Varies Ito' to 14.2` L Alm Extsting Pavement :Asphalt Concrete Pavement Class B, 2" Compacted Depth Asphalt Content 5 to 6:4 (W. S. D.O.T. Spec.) Crushed Surfacing , Top Course. 4" Compacted Depth (W.S.D.o. Spec - Construct G' wide integral curb and sidewalk sta. lO+oo to IZ-t o t. G4 -Taper Asphalt 20'