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PE-1345-79
SHP 01 -04 Jochium Short Plat OK — warranty review due in 2007 BSP 00 -48 Spokane Valley Mall Indiana Avenue It is likely the escrow account is no longer valid and a warranty bond was ' never established. Therefore, we recommend this project be considered closed with no further action necessary. PE 1750 Shelley Lake PUD Lake and Shelley Lake 1st Addition The cracked and settling sidewalk will require replacing in the near future. However, unless the missing bond holder mentioned above suddenly appears, there is no obvious option that would require the developer to make good on its repair. Our recommendation, unless there is another alternative that can be used to hold the developer accountable, is to ' consider this project closed without further action. PE 1885 Prairie Orchard Request the submittal of as -built Record Drawings bearing an Engineer's Stamp. Release the surety bond in full without requiring a warranty bond following receipt of the as- builts. We will write the letter , explaining this to Landworks Wayne McGavran Page 1 of 3 From: John Hohman Sent: Monday, June 12, 2006 8:01 AM To: Wayne McGavran Cc: Alysa Wiyrick; Henry Allen Subject: RE: List of project needing response to recommendations Ok to all. Wayne please write the applicable letters to close out the projects or notify developers where necessary. Thanks. 6/14/2006 Original Message From: Wayne McGavran Sent: Thursday, March 23, 2006 10:53 AM To: John Hohman Cc: Alysa Wiyrick; Henry Allen Subject: List of project needing response to recommendations John, Shown in the table below are projects awaiting a response to our recommendations. Please see the e- mail pertaining to each project or ask us if you need more information. 6/14/2006 Page 2 of 3 Development if you agree with our recommendation. PE 1852 Strawther's Addition Do nothing further until future status of project determined. PE 1860 Keystone Meadows Send letter releasing warranty bond and close project. PE 1848 Bradley Heights Send letter to Jim Mahar Homes, the developer, to remove fabric from drywells along Mission Avenue with a reminder to complete swale construction before warranty bond can be released. SP 611 -90 Single Residence Consider this project closed. SP 1251A UR 3.5 Single Res. Alteration Project complete except for remaining 208 swale. Release bond in full once sod is placed in swale. PE 1414B Riverwalk 3 Addition Consider this project closed PE 1750D Shelley Lake 4 Addition The redesigned plan for Pond C should be submitted and punch list items corrected before reducing or releasing the surety bond. PE 1339 Alcott Grove Addition Consider this project closed. PE 981 Southern Mobile Home Park Consider this project closed. PE 1345 Kirken Guthrie /Carpenter Consider this project closed. PE 1649F Evergreen Pt. 6 Addition Consider this project closed. PE 1414K Riverwalk Commercial Request `Record Drawings' and project Certification be submitted. Have developer remove fabric and replace frame and grate on drywell with one meeting County Standards. Upon completion of these items, release bond and close project with no further action needed. PE 1751B Midilome East 2nd Addition Consider this project closed. PE 1206E Summerfield East 5 Addition Have John or Alysa conduct a walkthrough with contractor to verify, replacement of cracked sidewalk 6/14/2006 Page 2 of 3 Wayne 6/14/2006 panels and determine necessary swale improvements. Have developer remove fabric from drywells and inlets. Once this has been done and corrections made, release warranty bond and consider the project closed. Page : 3 of 3 Thank you. GSN /set Attachment 5/30/4 RE: c.,- F ..F' COUNTY ENGINEER ROBERT S. TURNER COUNTY ENGINEER SrosswE ,Wokrunialvorrcon 99260 SENSKE * Assoc. 1 -/ ? -gg KRIIKEN Gentlemen: A review of the road, drainage, and parking plans for the above- refer enced plat, short plat, binding site plan, and /or building permit has been accomplished. Areas of concern to us are indicated in red on the attached prints. Please make the corrections and resubmit them to this office in order that the review process may proceed. When the plans are resubmitted, mark all changes on the revised print in color. If you have any questions about this review, please contact us at 456 -3600. Sincerely, Robert S. Turner, P.E. Spokane County Engineer . Ne son, P.E. Planning Engineer CTUTHRIE Public Work, Building North 811 Jefferson Street Spokane. Washington 99260 (509) 456.3600 SENSKE & ASSOCIA't cS, INC. South 104 Freya Suite 203 SPOKANE, WASHINGTON 99202 (509) 534 -5272 (7 A -r,L f ill/ (e e Z =3/ D 44, o/ &red 72- (3- )(7) V �4 0 73 VZ3LZV) lnpaep(tir1 9661 T T Nt/r U3n1333a JOB�J� L SHEET NO OF CALCULATED BY .S 145 DATE CHECKED BY DATE SCALE ' - / /re / 3/ s p er w..ti +e),. BEFORE THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON RESOLUTION NO. 85 1121 IN THE MATTER OF ESTABLISHMENT OF ARC STREET AND MAXWELL AVENUE COUNTY ENGINEER'S FILE NO. 1689 RESOLUTION - ESTABLISHMENT This being the day set for the hearing on Spokane County Engineer's Report on the proposed establishment of ARC STREET AND MAXWELL AVENUE, proceedings for which were initiated by PRELIMINARY RESOLUTION NO. 85- , and it appearing to the Board on proof duly made that Notice of Hearing was published and posted In the manner and for the time required by law, and the Board after examining the report and maps of the Spokane County Engineer and all claims and papers on file and after hearing all other evidence adduced at the hearing; and IT FURTHER APPEARING That the rights -of -way have been dedicated as public roads, 50 feet,wide and that said roads are a public necessity and the same should be opened and established as County roads. THEREFORE, BE IT RESOLVED By the Board of County Commissioners of Spokane County; Washington, that the hereinafter described roads as reported by the Spokane County Engineer on the 26th day of NOVEMBER, 1985, being more particularly described as follows: ARC STREET - 50 feet wide, from the South right -of -way line of Mission Avenue South to the South line of Lot 1, Block 3 of Krikin- Guthrie Addition. MAXWELL AVENUE - 50 feet wide, from the West line of Lot 1, Block 3 East to the East line of Lot 1, Block 4 of Krikin - Guthrie Addition. Located in the Northwest Quarter (NW 1/4) of Section 18, Township 25 North, Range 45 E.W.M. and as shown by the records and maps on file in the office of the Spokane County Engi- neer be and the same hereby are established as County roads and the same shall be known as ARC STREET AND MAXWELL AVENUE, NO. 1689. The road supervisor of the road district in which the said roads are located is hereby directed to open and maintain the same for public use and travel. PASSED AND ADOPTED By the Board of County Commissioners of Spokane County, Wash- ington, this 24th day of December, 1985. ATTEST AM E. DONAHUE BY OF THE BOARD D E P U T Y BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON 44;i&e.j;:2__, 13 • 9 095'R-1-. I • GC, T 87 2 L. 136.7' R 86.151 PC 52+Zin C. I L! ‘,9 ,o) lz . - o v V CC O C 0 O ( ir c9 + rn CO + I— 0 3 IL 7 la 8 I 0 9 ( 0 • , SEC 18.T25 35 3G. A VE. 37 M55,0 Ot443 "(z)N2 IGES9 G e 29 3o 2 . CA L E cr co 0 9 1 A D WAY ."• No. Lid". GO' FRONTAGE SERVIC _ F2D. (See IIPEEWAY PLAINS) - Gentlemen: JS /set SVO.A NC COUNTY COURTHOUSE cc: Guthrie Investments OFFICE of COUNTY ENGINEER ROBERT S. TURNER COUNTY ENGINEER Srozw.vm ,RiLsixn rroN 99260 December 3, 1985 Old National Bank ONB Building, Suite 315 W. 422 Riverside Ave. Spokane, WA 99201 ATTN: Jane Takai RE: Kricken Guthrie Addition, PE 1345 Please be advised that the Savings Certificate Surety No. 9715 - 475 -1, in the amount of $57,600, for roadway improvements within the above - mentioned plat, may be reduced to $5,760.00. If you have any questions, feel free to call our office. Very truly yours, Robert S. Turner, P.E. Spokane County Engineer erry Si s Senior Plat Inspector Public Works Building North 811 Jefferson Street Spokane, Washington 99260 (509) 456 -3600 W.fg 13 10°15 CG 00' 67 Z.' 114.7' EGAN' ST41 A Nit Ss I - SEC IES:F25N.R45EMEM. • GREEA/A 5 /RR, AVE. 1/ o (Sidat r42 8 ite5Wa , Pan r.e.r, r (4 1..v. - 1 8 6 • 0 0. • 7 10 a 5 4 3 14 N 9 I is 1 669 -3C 0 ,9 0 0 0 14 Li 40 41 C. A 2 44+D& CFF1C AL PLAT SPOKANE. COULITY MIJG114E.M.2... 1 efi M/06 A ro viatA^ 8 .5 59 a- 544 A7 0 C DIVISION OF ENGINEERING AND ROADS September 11, 2001 Old National Bank 422 W. Riverside Ave. Spokane, WA 99201 RE: Savings Certificate Number 9715 -475 -1 for Residential Construction of Kricken Guthrie Addition. P1345 Dear Sir or Madam: Please be advised that the Savings Certificate Number 9715 -475 -1 dated January 10, 1986 issued by your company as surety for installations of roads and associated drainage facilities for the above mentioned plat in the remaining current amount of $5,760.00 may now be released in full effective immediately. The project Roads have been established and the warranty period has expired. This final release should close out the above referenced savings certificate. If you have any questions, please call me at (509) 477 -3600. Sincerely, • John Hohman, PE Development Services Engineer/Manager cc Sandy Kimball Randy Stronks File A DIVISION OF THE PUBLIC WORKS DEPARTMENT 1026 W. Broadway Ave. • Spokane, WA 99260 -0170 • (509) 477 -3600 FAX: (509) 477 -7655 (2nd Floor) 477 -7478 (3rd Floor) • TDD: (509) 477 -7133 Project Name: Project Number: Location: Original Bond Amount: Original Bond Date: Bond Balance: Reviewed by: Findings: 2. Reduce Bond 3. Continue Bond • VRu cero C{J ADP .J44 DEVELOPER BOND REVIEW FORM ST So 4 Vllissionl S,'oO ? 2-0s aP 7/c ?7 t zit. 3 /R S REVIEW Last Review Date or Punch List Date: :7 • Work Remaining to be Completed: ivo4/6 47,aA -/e //�� /, nn 5/ 44E Date: 6'/7// F A9 S l rJ 4E jo At by cwo/ .Jo STv e 5 oil o: S ot.l ACTION TAKEN (Circle Actions) , afl , dy FOLLOW UP Files Updated Comments: Files Updated Comments: Files Updated Comments: Files Updated Comments: Files Updated Comments: IS - 25 -¢� E csi4ousfi' Action Taken: 1. Release Bond Letter 2. Reduce Bond Letter 3. Continue Bond 4. None By: Date : AXiii Follow up Scheduled: Comments: Date: By: Date: By: Date: By: Date: By: Date: By: State Business Records Detail, Back to previous page. NOTE: If the word "non- revenue" appears in the space after Tax Reporting Number, the account is not registered with the Department of Revenue. The business may not be required to register with the Department of Revenue for various reasons. It is or was registered with one or more other agencies in the state. TAX REPORTING NUMBER: LEGAL ENTITY NUMBER: LEGAL ENTITY: DOING BUSINESS AS: MAILING ADDRESS : PO BOX 3588 TA EFG -707 SPOKANE, WA 99220-0000 OWNER TYPE: ACCOUNT OPENED: ACCOUNT CLOSED: STANDARD INDUSTRIAL CODE REVENUE Washington State Department of Revenue State Business Records Database Detail 328044925 328044925 OLD NATIONAL BANK OF WASHINGTON - SPOKANE CORPORATION 0010010000 02101/1988 6021 BUSINESS LOCATION : PO BOX 3588 TA EFG -707 SPOKANE, WA 99220 -0000 FOB NON-COMMERCIAL USE ONLY 081222001 09:39 Page 1 of 1 ... /getinfo.asp ?column= OLD+ NATIONAL+ BANK +OF+ WASHINGTON - SPOKANE &trald = _8/22/2001 Old National Bank ONB Building, Suite 315 W. 422 Riverside Ave. Spokane, WA 99201 ATTN: Jane Takai RE: Kricken Guthrie Addition, PE 1345 Gentlemen: Please be advised that the Savings Certificate Surety No. 9715- 475 -1, in the amount of $5,760.00, for roadway improvements within the above — mentioned plat, may be reduced to $3,600.00. JS /set SPC,.nc county COL. If you have any questions, feel free to call our office. cc: Guthrie Investments ►c 1P tlDJ(i W 2, TfTravar 1 ON YICI$ OF' COUNTY ENGINEER ROBERT S. TURNER COUNTY ENGINEER SINn I&%.X : ,WAUq IIIM TON 99260 January 10, 1986 Very truly yours, Robert S. Turner, P.E. Spokane County Engineer Jerry Sims Senior Plat Inspector Public Works Building North 811 Jefferson Street Spokane, Washington 99260 (509) 456 -3600 Post -it Fax Note 7671 � Date, 40i I pa � ll e s s/ � �� / �..,n����� To litti k N/N6 S From al pm4 w gait n " Co /Dept mm ! a. . ,,11✓ , g/V4Wt FS Go St�i Phone # Phone # 4(17 —36,V !! I Fax # , f 3 _542. Fax # A S S I G N M E N T For security purposes only, Guthrie Investments Inc. hereby assigns to Spokane County, a municipal corporation, the following: Savings Certificate Number 9715- 475 -1 in the face amount of $ 57,600.00 and held in and by the Bank of Spokane, Washington Corporate Banking Dep -tment Old National Branch This assignment is made as security for the full and faithful performance by Guthrie Investments Inc. of the construction of certain roads and sewers in Kriken- Guthrie Addition as specified in the typical section and roadway improvement specifications for said subdivision, dated February 26, 1985 feat sow"` —6)^i , and on file in the Office of the County Engineer., Any interest benefits accruing under said savings certificate shall remain the property of Guthrie Investments Inc. Said savings certificate is to be released to Guthrie Investments Inc. or any other psrty only with the prior written consent and agreement of Spokane County. Dated this 6th day of March GUTHRIE INVESTMENTS, INC. By 85 three, President 24U U ,Vice President ot-tne\Old National Bank of Washington, Cprpo Banking Department Old National Bank OMB Building, Suite 315 W. 422 Riverside Ave. Spokane, WA 99201 JS /set SPOKANE COUNTY COURT HOUSE Gentlemen: cc: Guthrie Investments OFYIOE of COUNTY ENGINEER ROBERT'S. TURNER COUNTY ENGINEER Sr40SAX : t WxsramtvrON 99260 December 3, 1985 ATTN: Jane Takai RE: Kricken Guthrie Addition, PE 1345 Please be advised that the Savings Certificate Surety No. 9715- 475 -1, in the amount of $57,600, for roadway improvements within the above - mentioned plat, may be reduced to $5,760.00. If you have any questions, feel free to call our office. Very truly yours, Robert S. Turner, P.E. Spokane County Engineer rr s e y Si Senior Plat Inspector Public Works Building North 811 Jefferson Street Spokane, Washington 99260 (509) 456 -3600 TOTALS , C.V. C 7 ROADWAY EXCAVATION 1118 . C.Y. C 1 CRUSHED SURFACING TOP COURSE 466 CRUSHED SURFACING BASE COURSE 0.0 C.V. 6 TONE ASPHALT CONCRETE 539.6 1 FT CURB 2018.1 FT. _______________ ___'____= B TREET QUANTITIES ROJECT NO.- PE1345 DESIGNER JS PROJECT DESCRIPTION KRIKEN GUTHRIE ADD STREET # 1 NAME- MISSION AVE ITEM SURFACE AREA- 4804.94 S.F. ROADWAY EXCAVATION .80 FT. 142.4 C. CRUSHED SURFACING TOP COURSE .33 FT. 59.3 C. CRUSHED SURFACING BASE COURSE 0.00 FT. O'0 C. ASPHALT CONCRETE . 33 FT. 121.6 TC CURB EXISTING 325.82 FT" PROPOSED 312.8 FT ��������������� ������������������'����� �� �____ Sf.,0. STREET # 2 NAME- MAXWELL AVE ITEM ft Jr DATE- 1/22/85 LENGTH 326 FT. WIDTH- 12F MEASUREMENT QUANTITY ________ LENGTH- 249 FT. WIDTH- 36F MEASUREMENT QUANTITY SURFACE AREA- 8975.16 S.F. ROADWAY EXCAVATION .80 FT. 265.9 C. CRUSHED SURFACING TOP COURSE .33 FT. 110.8 C. CRUSHED SURFACING BASE COURSE 0.00 FT. 0.0 C. ASPHALT CONCRETE ,17 FT. 113^6 T[ CURB EXISTING 0.00 FT. PROPOSED 492.6 F STREET # 3 NAME ARC STREET LENGTH- 616 FT. WIDTH- 361 ITEM MEASUREMENT QUANTITY SURFACE AREA- 23976.28 S.F. ROADWAY EXCAVATION . 80 FT. 710.4 C CRUSHED SURFACING TOP COURSE .33 FT. 296.0 C CRUSHED SURFACING BASE COURSE 0.00 FT. 0.0 C ASPHALT CONCRETE . 17 FT. 303.4 T CURB EXISTING 0.00 FT. PROPOSED 1206.6 F ___________________________________ _____ 19) Rough Grade CY 20) Base Course CY 21) Top Course CY 22) Asphalt Concrete Tons 23) Curb Type A LF 24) Curb Type 13 LF 25) Curb Type R LF 26) Sidewalk SO YD Road Name ARC STREET Section # Width 36 266 1.11 114 499 19) Rough Grade CY 710 20) Base Course CY 21) Top Course CY 296 22) Asphalt Concrete Tons 304 23) Curb Type A LF 1207 24) Curb Type B LF 25) Curb Type R LF 26) Sidewalk: SO YD 19) Rough Grade CY 20) Base Course CY 21) Top Course CY 22) Asphalt Concrete Tons 23) Curb Type A LF 24) Curb Type B LF 25) Curb Type R LF 26) Sidewalk SO YD 1) 2) 4) Road Name Section # Width NON- STANDARD ROAD ITEMS 7.00 11.50 11.50 35.80 4.00 5.20 4.65 13.00 7.00 4970.00 11.50 0.00 11.50 3404.00 35.80 10883.20 4.00 48 28.00 5.20 0.00 4.65 0.00 13.00 0.00 7.00 11.50 11.50 3: -. d') 4.00 5.20 4.65 13.00 1862.00 0.00 1276.50 4081.20 1996.00 0.00 0. 00 0.00 0.00 0.00 0.00 0.00 r C).O0 0.00 0.00 1).00 0.00 i ) ,. 00 0.00 GRADING AND SURFACING SUBTOTAL 43076 00 GRAND TOTAL 57611.20 1) 2} 3} 4) 5) 6) PROJECT KRIKENGUTHRNAME JS DATE 1/22/85 DRAINAGE ITEMS UNITS QUANTITY PRICE COST 1) Drywell - Type A EA. 3 870.00 2610.00 2) Drywell - Type B EA. 3 1180.00 3540.00 3) Grate - Type 1 EA. 220.00 0.00 4) Grate - Type 2 EA. 220.00 0.00 5) Grate - Type 3 EA. 6 220^00 1320.00 6) Backfill For DW CY 180 8.25 1485.00 7) Concrete Inlet EA, 360.00 0.00 R> C.M. pipe 10" dia. LF 11.00 0.00 9> C.M. pipe 12" dia. LF 13.00 0.00 10} C.M. pipe 15" dia. LF 16.00 0.()0 11> C.M. pipe 18" dia. LF 18^00 0.00 12) Precast Manhole EA. 1180.00 0.00 13) Solid Lid EA. 220.00 0.00 14) Ditch Excavation CY 153 7.00 1071.00 15) Sod 'SF 14160 0.12 1699.20 NON STANDARD DRAINAGE ITEMS 16) Monuments EA. 2 130.00 260.00 17) Barricade LF 120 20.00 2400.00 18> Street Signs EA. 2 75.00 150.00 Road Name MISSION AVE Section # 1 Width 44(12) 19) Rough Grade CY 142 7.00 994.00 2(}> Base Course CY 11.50 0.00 21) Top Course CY 59 11.50 678.50 22) Asphalt Concrete Tons 122 35.80 4367.60 23) Curb Type A LF 313 4.00 1252"00 24) Curb Type B LF 5.20 0.00 25) Curb Type R LF 4.65 0.()0 26) Sidewalk SO YD 191 13.00 2483.00 Road Name MAXWELL AVE Section # 2 Width 36 IR 0 PA IC) FE S 3 1 3 I IVO in) 3 1 - IP 0 IF: " 0.00 0.00 0.00 0.00 0.00 0.00 DRAINAGE SUBTOTAL 11725.20 OTHER SUBTOTAL 2810.00 Dear Sir: f.u,. C .,. , ∎,.., 01-ri CC Or COUNTY ENGINEER ROBERT S. TURNER COUNTY ENGINEER 9rosan ,Wae+auvtrrow 99260 NT:94- , 2 2- ' 2a r Subdivision Name: /Ce //t r✓ 6 ° J7fif /E /447 ,"e_ i d lr 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 )2 4.1✓ Public Works Building North 811 Jefferson Street Spokane, Washington 99260 (509) 456-3600 ITEM l• STD ROAD ITEMS 16) Mon imenLs EA 17) Barr icades i•.A 18) Street Signs EA Road Name ___Z1:t 1 5' i n,y /1`� %t• Section li Width ff _C . l Z> 19) Rough Grade CY /'�'Z 20) Base Course CY 21) Top Course CY 22) Asphalt Concrete TONS /2-2-- 23) Curh Type A LF 3 3 24) Curb Type B LF 25) Curb Type R LF' 26) Sidewalk SQ YD /9/ Road Name 7 lc /4/ c� /jet Section Width 19) Rough Grade CY 20) Base Course CY -f 21) Top Course CY (I 22) Asphalt Concrete TONS I , et 23) Curb Type A LF 4-9 <) 24) Curb Type B LF 25) Curb Type R LF 26) Sidewalk SQ YD Road Name Section II Width 19) Rough Grade CY 77° 20) Base Course CY 21) Top Course CY . 2_9 e; 22) Asphalt Concrete TONS 3o 23) Curb Type A LF /2-ol 24) Curb Type B LF 25) Curb Type R LF 26) Sidewalk SQ YD Non Standard Road Items 1) 2) 3) 4) k '< S%X=C t -7 � CL UNITS QUAN'1 I TY PR ICE COST I'ROJE:CT �� ( ,�. �� 1, ' '!j . f';;. NAME Item 4 Drainage items Units Quantity Price Cost 1) Drywell - Type A EA 3 2) Dryweli - Type B EA 3) Grate - Type 1 EA 4) Grate - Type 2 EA 5) Grate - Type 3 EA r� 6) Backfill for DW CY '! l D 7) Concrete inlet EA 8) C.M. pipe 10" dia. 9) C.M. pipe 12" dia. 10) C.M. pipe 15" dia. 11) C.M. pipe 18" dia. Non Standard Drainage Items 96/4 LF LF LF LF 12) Precast Manhole EA 13) Solid Lid EA 14) Ditch Excavation CY 15) Sod SF BOND EST FORM OI DATE /_J �._. 11217. Std Bdi Dw1 Cone Dia Dia _ Dia OTHER Page Dwl Dwl BRF Inlet Pipe Pipe Pipe ( if S 1) ) 3 .S 2) / / 3) ---- 4) I 7 - 37 - A wk ,/ . � ; /8-3 Old National Bank ONB Building, Suite 315 W. 422 Riverside Ave. Spokane, WA 99201 ATTN: Jane Takai RE: Kricken Guthrie Addition, PE 1345 Gentlemen: Please be advised that the Savings Certificate Surety No. 9715- 475 -1, in the amount of $5,760.00, for roadway improvements within the above - mentioned plat, may be reduced to $3,600.00. JS /set SPOn.NE count, clay ,.case If you have any questions, feel free to call our office. Very truly yours, Robert S. Turner, P.E. Spokane County Engineer e kl Jdiry Sims Senior Plat Inspector cc: Guthrie Investments `81/ 'C ➢ A'nfi r O FFI (iI OF COUNTY ENGINEER ROBERT S. TURNER COUNTY ENGINEER Si'n HAXE •WaSIIE :vow cox 99260 January 10, 1986 Public Works Building North 811 Jefferson Street Spokane, Washington 99260 (509) 456 -3600 Inter-office Communication To r "1.7 - 7 — e r.--a--,;----"S7M------■ From Subject 1 C- ,k 5 /- 7 ir Form 327—C.R. I 14,1‘o SP X. g 11°S bt/ 4{ ; . ;;-, • ::::.;:......r.#.1'1,• '... r' ; : • ' : : .. • .: OFFICE OF COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON 21 o La_ / Date 41 c r c-- ses(4 placenta-dr Inter- office Communication To Ti Ya.k Form 327-C.R. OFFICE OF COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Date , 19 From ' .ter Subject L r kid S s /61-2-7 7 ? kt, cEc 6k , afrr c 7 & I S fro Y� G� te,e��� i < f U Lc r ( o u `2 >- c --e- rs -e 2 � 4.7 s =aa +nC COLN” COU TY /tw a lear To Whom it May Concern: LSIli l illAW } Irsirair COUNTY ENGINEER ROBERT S. TURNER COUNTY ENGINEER S I'() IL%XE ,Wss "n6TO\ 99260 Oct 31, 1985 The construction on Kriken Guthrie Addition #1345, and Lindsey Acres Addition #1297 has been completed, inspected and approved. A progress report has been initiated toward final establishment. If you have any questions, please contact this office at 456 -3500. Sincerely, Kriken Guthrie #134 - indsey a - c -6 7 Robert S. Turner, P.E. County Engineer By l avurt� •� C �omas E. Yake —Pc E Construction Engr. Ok CS OF r ---` IeJ Public Works Building North 811 Jefferson Street Spokane, Washington 99260 (509) 456 -3600 SPOKANE COUNI♦ couRr HOUSE TO WHOM IT MAY CONCERN: TEY /set IS1POWIE GO If =Ant OFFICE OF COUNTY ENGINEER ROBERT S. TURNER COUNTY ENGINEER Snow. w: ,` 'tsmmiNOTON 99260 September 10, 1985 RE: Kriken- Guthrie Plat #1345 The paving portion of this plat has been constructed, inspected and approved. Enclosed is a punch list showing other items remaining to be com- pleted prior to final acceptance and establishment of the entire project. If you have any questions, please contact this office at 456 -3600. Yours very truly, Robert S. Turner, P.E. Spokane County Engineer Thomas E. Yake, P.E. Construction Engineer Public Works Building North 811 Jefferson Street Spokane, Washington 99260 (509) 456 -3600 - / N F F'NA/L: Equipment List H Hrs. Used S Sta ndby Contractor Personnel Classif cation Number 1 / ,/o 2 ( ptw i / teca 3 f ce, ...Ki......X 4 5 6 ni.ru Cart-inn /�- Al: S7 /[TI Date Inspector Weather Time Charged Contractor this Other County Personnel .Z. 1147 / r,w AJPNALT M Ga OFFICE OF THE SPOKANE COUNTY ENGINEER NORTH 811 JEFFERSON SPOKANE, WASHINGTON 99260 509 - 456 - 3600 1 Comments: / /vOMV/ne A,rATlt I DAILY INSPECTION REPORT Project Name /4R /Acerw_ G Add Project No. CRP /RID Report No. Day -1/2 or 1 Contractor and /or Sub(s) /✓ // (6 s7.e(.c7.o ✓ :. , . 2fro A 4 Cyr /Rr AND Soo 20e Md,a,rac -e 4WA /E r S A/xi -A// S7cp /snerer .S /EAJ #47 1Q,ec S'z frit riad I .TN.szn'/ S 7ner Ambrie ./6el ,v T Sew // ARC �1Ye 7 •N,G7A// 134 GC- 4coa.a;/ .Mrrd G ' ASP.✓.a/ c6 _A; ? flaw. ts Ar SIFT ✓,✓ Or✓ l 44 i.w J s- 5. //s Cewsztucr ay.. DA..n d STA JrOQ iet t[ s /J ve. ,- 2+03 AGX...t // % C Sr -rA /S Door. 47 SYA 7 +47 2! A'kgc ST._ in 44* rZc TEST SFN■.+c MANNnLEi' _ // rNS?A// W. /h-. -r an/L/f YAv/Y w/ WrAfpK A.6rwP 4s sham,. ow PLA,✓S E- A REQ 0) ' /2. PA Tc/ aye is. GRovr SEdei9R417173 Cc'tf , /flit 7 Mr .SOVrr• F, of , c S Y WEST c v,cJ s /4( TKCTA // Cn✓E4 oN lM1/ YAl ✓E AT mar two of MAMNE INSPECTOR'S SIGNATURE �Ti &' M /barn Uvf . tra /�- Al: S7 /[TI Date Inspector Weather Time Charged Contractor this Other County Personnel .Z. 1147 / r,w AJPNALT M Ga OFFICE OF THE SPOKANE COUNTY ENGINEER NORTH 811 JEFFERSON SPOKANE, WASHINGTON 99260 509 - 456 - 3600 1 Comments: / /vOMV/ne A,rATlt I DAILY INSPECTION REPORT Project Name /4R /Acerw_ G Add Project No. CRP /RID Report No. Day -1/2 or 1 Contractor and /or Sub(s) /✓ // (6 s7.e(.c7.o ✓ :. , . 2fro A 4 Cyr /Rr AND Soo 20e Md,a,rac -e 4WA /E r S A/xi -A// S7cp /snerer .S /EAJ #47 1Q,ec S'z frit riad I .TN.szn'/ S 7ner Ambrie ./6el ,v T Sew // ARC �1Ye 7 •N,G7A// 134 GC- 4coa.a;/ .Mrrd G ' ASP.✓.a/ c6 _A; ? flaw. ts Ar SIFT ✓,✓ Or✓ l 44 i.w J s- 5. //s Cewsztucr ay.. DA..n d STA JrOQ iet t[ s /J ve. ,- 2+03 AGX...t // % C Sr -rA /S Door. 47 SYA 7 +47 2! A'kgc ST._ in 44* rZc TEST SFN■.+c MANNnLEi' _ // rNS?A// W. /h-. -r an/L/f YAv/Y w/ WrAfpK A.6rwP 4s sham,. ow PLA,✓S E- A REQ 0) ' /2. PA Tc/ aye is. GRovr SEdei9R417173 Cc'tf , /flit 7 Mr .SOVrr• F, of , c S Y WEST c v,cJ s /4( TKCTA // Cn✓E4 oN lM1/ YAl ✓E AT mar two of MAMNE INSPECTOR'S SIGNATURE �Ti &' M /barn Uvf . tra 2 3 4 - 5 6 1 2 3 4 5 6 Diary Section Comments:/. ,Wo.wMmx,rArr/ Z . h4rec re cr A.rPNAL OFFICE OF THE SPOKANE COUNTY ENGINEER NORTH 811 JEFFERSON SPOKANE, WASHINGTON 99260 509 456 -3600 DAILY INSPECTION REPORT Date d -i4- es Project Name /.{.Q4 i- Guy ,4,h/ Inspector /N Srvc2 z Project No. CRP /RID Weather Report No. Time Charged Contractor this Day -1/2 or 1 Contractor and /or Sub(s) Other County Personnel N// roms7Rvuno•✓ Contractor Personnel Classification Number 1 An G.c . _ r,o z -i,o :. - A o ' z rro,✓ M /Mi V,./s. 4 Cyr /.r Awe Soo 10.9 etem,ace R&w/f , 7r S. 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Used Standby INSPECTOR'S SIGNATURE;t 1 2 3 4 5 6 DAILY INSPECTION REPORT OFFICE OF THE SPOKANE COUNTY ENGINEER NORTH 811 JEFFERSON SPOKANE, WASHINGTON 99260 509 - 456 - 3600 Date ' - /t{- 5f Project Name KR /Ikon/- Gcrh,.r,, ,4/J Inspector /N Spir-9 Project No. CRP /RID Weather Report No. Time Charged Contractor this Day -1/2 or 1 Contractor and /or Sub(s) Other County Personnel go // rav3T.4,.t n o .;/ SN /AA Equipment List ANNA /r o. Hrs. Used Number Standby Contractor Personnel Classification 1 2 3 4 5 6 Diary Section Comments: /. /j/bwomen 2. WAT(' Try AJ///NAa � . A 2 on 4 (4 iu Ara SOO 20.3 AZa /NAG.£ 4c..44/E r s. TN Toe - . flee Sz JMST.o!/ STR €er n /At .S/ &el 7 )"ro// Bait GvAQDR a,f A G I (_ _tsa„%e/r Cc-C6 / r 3 PGar eJ sa -xvn/ 0.J .h4AwiAK:5 8. Dc-n at STA Iwo /bi n.•c // /J v e 9. Cn.ve07./i:r SNA //< 4.o..i 47 Tro 7 - ¢? 9 - 2 Aec Sr. jo Wq, c Tess SEWfrc MANNn it 1- n.S7A 4 h/, /hsr vz /Lrty YAvfr w! 72itelcf 44m, Ar -Cho p.n./ ow PEA .+s F *ere QEQ '0 /�. PA7csi Cc,e9 /3. G,eo✓r reaRArg'6 CvRe . /o//v7 ' t Spurr/ Rn nF RRc Sr WEST cvCJ se: Ies7A// cv✓G< ow WAtea ✓AI ✓E AT Mist troth of MAXWE .. AT "XAx ave. // /ARr INSPECTOR'S SIGNATURE 7 7 e S innn N 2 T /Ai✓ M / /GKJ UA✓/P . Ar No. 85 0223 BEFORE THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON PE- 1345 -79 ZE- 220 -79 IN THE MATTER OF FILING THE FINAL ) PLAT OF KRIKEN GUTHRIE ADDITION AND ) ZONE CHANGE FROM AGRICULTURAL TO ) R -1 LOCATED IN THE NW 1/4 OF SECTION 18, ) TOWNSHIP 25N, RANGE 45 E.W.M., SPOKANE ) COUNTY, WASHINGTON ) BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON, that the Final Plat of KRIKEN GUTHRIE ADDITION (Formerly Carpenter's Addition) that portion of the NW 1/4 of Section 18, Township 25N, Range 45 E.W.M., Spokane County, Washington, described as follows: All of Lot 6, of Bacon's Addition to Greenacres as per plat recorded thereof in Volume "J" of Plats at Page 15, and being part of the Northwest 1/4 of Section 18, Township 25N, Range 45 E.W.M., situate in Spokane County, State of Washington, more precisely described in the plat dedication, on the recommendation of the Spokane County Hearing Examiner Committee, be, and the same hereby is approved, with the exception that the public rights of way dedicated in this plat will not be established for maintenance purposes until the County Engineer has certified that the roads have been improved to County standards and approved by a separate resolution of the Board of County Commissioners. PASSED BY THE BOARD THIS /9 DAY OF i , 1985. ATTEST: By: R E S O L U T I O N BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON ,. 0 A S S I G N M E N T 4 For security purposes only, Guthrie investments Inc. hereby assigns to Spokane County, a municipal corporation, the following: Savings Certificate Number 9715 Bank of Spokane, Washington Corporate Banking pep-tment Branch dated February 26 1985 in the face amount of $ 57,600.00 and held in and by the Old National This assignment is made as security for the full and faithful performance by Guthrie Investments Inc. of the construction of certain roads and sewers in Kriken Guthrie Addition as specified in the typical section and roadway improvement specifications for said subdivision, , and on file in the Office of the County Engineer., Any interest benefits accruing under said savings certificate shall remain the property of Guthrie Investments Inc. Said savings certificate is to lee released to Guthrie Investments Inc. or any other party only with the prior written consent and agreement of Spokane County. Dated this 6th , day of March 19 85 GUTHRIE INVES'ICMENTS, INC. ,Vice President ational Bank of Washington, Banking Department PAS IN DES IGNATIO' ;... PROJEi /�— � iL� CALL S%Lis DATE O0/g DATE „� ry GROUP SOIL GROUP __(Acres) SLOPE CARVE NUMBER: PRESENT CONDITION FUTURE CONDITION 1 1 L SE % .CN o f c ��� ��b 70 PRODUCT �O !INDFF DEPTH: (Q) sr DISCHARGE: HYDRAULIC LENGTH ! J. RT r . vr, r r / 4/ WEIGHTED CN: 70 P 2 in. Q2 P IO 2 in. Q1 O__z -V 50 z - in. Q50 .vz P100 in. Q100 / #s-K) EQUIV. PEAK DISCHARGE cfs /in. X X LAE (0 -2 t) /2 "''i A fE (3w -7p cfs /in. TE ( 3 ) cfs /in. X 197 = //‘ cfs/in. cfs /in. — EQUIV. PEAK DISCHARGE X ACTUAL AREA = ADJ. PEAK DISCHARGE EQUIV. AREA 9 ,2..$ PEAK DISCHARGE (cfs /in.) X Q (in.) = DESIGN DISCHARGE /7-- cfs /in. X Q Q1 Q50 6 -15 ft. EQUIV. AREA - Ac res SLOPE ADJ. EQUIV. PEAK FACTOR DISCHARGE Acres Acres in. = D cfs. in. D 1 + /.E' cfs Q100 in. 0 100 cfs. in. in. in. in. FIGURE 10 0 S a I I I I I BASIN DESIGNATION xl PROJECT CALC SOIL GROUP CURVE NUMBER: LAND SSE . RUNOFF DEPTH: (Q) PEAK DISCHARGE: HYDRAULIC LENGTH / ft. EQUIV. AREA Z 5 Acres EQUIV. X SLOPE = ADJ. EQUIV. PEAK CHART PEAK DISCHARGE FACTOR DISCHARGE FLAT (0 -2 %) MODERATE (3 % -7 %) STEEP ( >8 %) I` P2 in. 2 in. P10 in. Win in. P50 z i in. Q50 0 Vt' in. P100 in. Qion in. DATE 01 /FS HECK DATE AREA 9 ..(Acres) SLOPE 0• PRESENT CONDITION p FUTURE CONDITION X % CN PROQUCT 70 7 7 7 - WEIGHTED CN: 7O Z cfs /in. cfs /in. X cfs /in. C IC - C r Co 3 7 ADJ. EQUIV. PEAK DISCHARGE X ACTUAL AREA = ADJ. PEAK DISCHARGE EQUIV. AREA 13 cfs /in. X Acres = 2 Acres ADJ. PEAK DISCHARGE (cfs /in.) X Q (in.) = DESIGN DISCHARGE V cfs /in. X Q2 in. = D cfs. Qin in. D cfs. Q5n P71 7 t f in. D50 Z.- cfs. Qion in. Dion cfs. = /3 4o cfs /in. cfs /in. FIGURE 10 BASIN DESIGNATION �' PROJECT /( — 6— CALL .SGGrS 4 DATE //0/ZS—CHECK DATE s AREA // (Acres) SLOPE_ • f % PRESENT CONDITION FUTURE CONDITION L LMo USE — /� CN PRODUCT s Iri c 70 2D SOIL GROUP CURVE NUMBER: ! TROFF DEPTH: (Q) PEAK DISCHARGE: / H YDRAULIC LENGTH 2 O ft. EQUIV. AREA 4 / EQUIV. X SLOPE , ADJ. EQUIV. PEAK CHI,RT PEAK DISCHARGE FACTOR DISCHARGE F (0 -20 'Y9PERATE (3%-7%) STEEP (>37 // WEIGHTED CN: P 2 in. Q2 in. P ia z g in. Qin . LY in. P50 , in. Q50 . ye? in. P 100 In. Q100 in. cfs /in. cfs /in. X cfs /in. 'U J. EQUIV. PEAK DISCHARGE X ACTUAL AREA = ADJ. PEAK DISCHARGE 3 EQUIV. AREA cfs /in. X // s Acres = V9 Acres PEAK DISCHARGE (cfs /in.) X Q (in.) = DESIGN DISCHARGE VS cfs /in. X Q2- in. = D cE Qin_ 'z5 in. D10 /2- _ cfs. 0 50 , `f.. in. D50 79 cfs. Qion in• Dm cfs. 6-15 7 0 .9/ = /7 7 cfs /in. FIGURE I0 Acres cfs /in. 4 I S I I I I 1 I I 11 /' BASIN DESIGNATION PROJECT r- G CALC S Gti S � P DATE OS /bCbHECK DATE SOIL GROUP 4.1 AREA //T .(Acres) SLOPE G CURVE NUMBE . PRESENT CONDITION p FUTURE CONDITION Et LAyp 5 /�/% /0 5-- 2� PRODUCT - 7 07 - RUNOFF DEPTH: (Q) WEIGHTED CN:_ ryp P2 in. Q2 in. P10 in. .Q10 in. P50 Z.- in. Q50 r79`6 in. P10n in. Qion in. PEAK DISCHARGE: HYDRAULIC LENGTH 2comme-n ft. EQUIV. AREA yc/ Acres EQUIV. X SLOPE ADJ. EQUIV. PEAK CHART PEAK DISCHARGE FACTOR DISCHARGE FLAT (0 -2 %) 2 c 7 cfs /in. MODERATE (3 % -7 %) cfs /in. X .q I = /j Z cfs /in. STEEP ( >8 %) cfs /in. ADJ. EQUIV. PEAK DISCHARGE X ACTUAL AREA =.ADJ. PEAK DISCHARGE EQUIV. AREA Z / cfs /in. X /7 - Acres = 9 . cfs /in. c/Ct Acres ADJ. PEAK DISCHARGE. (cfs /in.) X Q (in.) = DESIGN DISCHARGE r cfs /in. X Q2 in. = D cfs. Q10 in. D10 cfs. Q50 D• in. D50 Z �- cfs. Q100 in. D10n cfs. C 1 FIGURE 10 _j r G. Li n . c__ cis. i - - a .. • ? - G ' -, G EA' O ate - 4R AS /S Df • %- �� r i � ' .. _ • OF = I el � r (nap u /am S I / an gat, .. etC, °� /Pn 44o W ones Pt' - nc r .off' r e it wearer e 9_ N t raelneelaillil 6-L CL03v . I ea /vo - = I o_ � _ 6 ' � - LIMP5, I. 111n.111.111.1111 ' Afar . 1U ' ► a i59: -'^^ - o 3 a ' / • rC • 7U tit aCs - o . J- w .. 11. /_3 . C °0 Cf( r /3/ & 1xI rD D ES ario en's' fe s . O Wn(ERSt}lP5 O ~ � OA Boa.) � t_R.V D N«.aQ _ 0 O egg- e e4 LA/ co .2- D Mies ` 4E W 7o rn k A'C EA � • (09 �s� eIC AG K4O an-ED 6 riENrs <,. . l cn R.. P. 3 - i �� e ' Dear Sir: Very truly yours, By OFNIC:t Or COUNTY ENGINEER ROBERT S. TURNER COUNTY ENGINEER SPOKANE • WanauvOZON 99260 N I : 9 4 ) , 2 2 , i p,s,) 5 Subdivision Name: kiP/ 607776t/Cf �Q /'F / gIr 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. Robert S. Turner, P.E. Spokane County Engineer Public Works Building North 811 Jefferson Street Spokane, Washington 99260 (509) 456-3600 NON STANDARD DRAINAGE ITEMS 1) 2) 3) 4) 5) 6) Road Name MISSION AVE Section # 1 Width 44(12) Road Name MAXWELL AVE Section # 2 Width 36 EiOP AD E I MATE FO B M PROJECT KRIKEN GUTHRNAME JS DATE 1/22/85 DRAINAGE ITEMS UNITS QUANTITY PRICE COST 1) Drywell - Type A EA. 3 870.00 2610.00 2) Drywell - Type B EA. 3 1180.00 3540.00 3) Grate - Type 1 EA. 220.00 0.00 4) Grate - Type 2 EA. 220.00 0.00 5) Grate - Type 3 EA. 6 220.00 1320.00 6) Backfill For DW CY 180 8.25 1485.00 ' 7) Concrete Inlet EA. 360.00 0.00 8) C.M. pipe 10" dia. LF 11.00 0.00 9) C.M. pipe 12" dia. LF 13.00 0.00 10) C.M. pipe 15" dia. LF 16.00 0.00 11) C.M. pipe 18" dia. LF 18.00 0.00 12) Precast Manhole EA. 1180.00 0.00 13) Solid Lid EA. 220.00 0.00 14) Ditch Excavation CY 153 7.00 1071.00 - 15) Sod SF 14160 0.12 1699.20 0.00 0.00 0.00 0.00 0.00 0 DRAINAGE SUBTOTAL 11725.20 16) Monuments EA. 2 130.00 260.00 17) Barricade LF 120 20.00 2400.00 18) Street Signs EA. 2 75.00 150.00 OTHER SUBTOTAL 2810.00 19) Rough Grade CY 142 7.00 994.00 20) Base Course CY 11.50 0.00 21) Top Course CY 59 11.50 678.50 22) Asphalt Concrete Tons 122 35.80 4367.60 23) Curb Type A LF 313 4.00 1252.00 24) Curb Type B . LF 5.20 0.00 25) Curb Type R LF 4.65 0.00 26) Sidewalk SO YD 191 13.00 2483.00 19) Rough Grade CY 266 7.00 1862.00 20) Base Course CY 11.50 0.00 21) Top Course CY 111 11.50 1276.50 22) Asphalt Concrete Tons 114 35.80 4081.20 23) Curb Type A LF 499 4.00 1996.00 24) Curb Type B LF 5.20 0.00 25) Curb Type R LF 4.65 0.00 26) Sidewalk - SO YD 13.00 0.00 Road Name ARC STREET Section # 2 Width 36 19) Rough Grade CY 710 7.00 4970.00 20) Base Course CY 11.50 0.00 21) Top Course CY 296 11.50 3404.00 22) Asphalt Concrete Tons 304 35.80 10883..20 23) Curb Type A LF 1207 4.00 4828.00 24) Curb Type B LF 5.20 0.00 25) Curb Type R LE 4.65 0.00 26) Sidewalk SO YD 13.00 0.00 1) 2) 3) 4) Road Name Section # Width 19) Rough Grade CY 7.00 0.00 20) Base Course CY ' 11.50 0.00 21) Top Course CY 11.50 0.00 22) Asphalt Concrete Tons 35.80 0.00 23) Curb Type A LF 4.00 0.00 24) Curb Type B LF 5.20 0.00 25) Curb Type R LF 4.65 0.00 26) Sidewalk SO VD 13.00 0.00 NON - STANDARD ROAD ITEMS GRADING AND SURFACING SUBTOTAL GRAND TOTAL • 0.00 0.00 0.00 0.00 43076.00 57611.20 B • TREET QUANTITIES ROJECT NO.- PE1345 DESIGNER- JS PROJECT DESCRIPTION- KRIKEN GUTHRIE ADD STREET # 1 NAME- MISSION AVE ITEM SURFACE AREA- ROADWAY EXCAVATION CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE ASPHALT CONCRETE CURB STREET # 2 NAME- MAXWELL AVE ITEM SURFACE AREA- ROADWAY EXCAVATION CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE ASPHALT CONCRETE CURB STREET # 3 NAME- ARC STREET ITEM SURFACE AREA- ROADWAY EXCAVATION CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE ASPHALT CONCRETE CURB TOTALS ROADWAY EXCAVATION CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE ASPHALT CONCRETE CURB LENGTH- 326 FT. EXISTING LENGTH~ EXISTING LENGTH~ EXISTING MEASUREMENT 4804.94 S.F. .80 FT. .33 FT. 0.00 FT. .33 FT. 325.82 FT. 249 FT, MEASUREMENT 8975.16 S.F. .80 FT. "33 FT. 0.00 FT. . 17 FT, 0.00 FT. 616 FT. MEASUREMENT 23976.28 S.F. .80 FT. . 33 FT. 0.00 FT. . 17 FT. 0^00 FT, DATE- 1/22/85 WIDTH- 12FT, 142.4 C"Y, 59.3 C"Y, 0.0 C.Y. 121.6 TOM PROPOSED 312.8 FT. QUANTITY WIDTH- 36FT, QUANTITY 265.9 C.V. 110.8 C.Y. 0.0 C.V. 113.6 TONE PROPOSED 498.6 FT. WIDTH- 36FT. QUANTITY 710.4 C.Y. 296.0 C.Y. 0.0 C.Y, 303.4 TOM PROPOSED 1206.6 FT. 1118.7 C.Y. 466.1 C.Y. 0.0 C.Y. 538.6 TONS 2018.1 FT. ~~------~~---- ITEM // STD ROAD ITEMS UNITS 16) Monuments EA 17) Barricades EA 18) Street Signs EA Road Name Section li Width ;SSt-,,,. ems if C7 19) Rough Grade CY / ¢ 20) Base Course CY q 21) Top Course CY r),9 22) Asphalt Concrete TONS /22, 23) Curb Type A LF 3 3 24) Curb Type B LF 25) Curb Type R LF 26) Sidewalk SQ YD /W Road Name Section it Width Road Name Section # Width Z 19) Rough Grade Cr 2_Jc, 20) Base Course CY 1 21) Top Course CY / 22) Asphalt Concrete TONS// Q- 23) Curb Type A LF ¢9 24) Curb Type B LF 25) Curb Type R LF 26) Sidewalk SQ YD 2 3 <- 19) Rough Grade CY 71° 20) Base Course CY 21) Top Course CY 2_9 22) Asphalt Concrete TONS 30 d f 23) Curb Type A LF 24) Curb Type B LF 25) Curb Type R LF 26) Sidewalk SQ YD Non Standard Road Items S7x-e QUANTITY PRICE COST 2 1-e c-P PROJECT A — ( /f Item # Drainage items 1) Drywell — Type A 2) Drywell — Type B 3) Grate — Type 1 4) Grate — Type 2 5) Grate — Type 3 6) Backfill for DW 7) Concrete inlet 8) C.M. pipe 10" dia. 9) C.M. pipe 12" dia. 10) C.M. pipe 15" dia. 11) C.M. pipe 18" dia. 12) Precast Manhole 13) Solid Lid 14) Ditch Excavation 15) Sod Non Standard Drainage Items Page 1) 2) 3) 4) 5) 6) 7) 96/4 3 i e o 3 Units EA EA EA EA EA CY EA LF LF LF LF EA EA CY SF BOND EST FORM NAME Cr I/ 4SoA/ Quantity Price Cost 3 3 ,6 I ro 53 R((6 - O trPEA 7; 6 Std Bdi Dwl Conc Dia Dia Dia OTHER - Dwl Dwl BRF Inlet Pipe Pipe Pipe 7',ES 3 /v DATE /-62/-e3 6 w w 1SS �1 AI T°TR / /fO AkL mhy 5v 004 3b)= 9 ?5 / /7cr :¢ it 80 -Pr L a.tia) /a- r 'r = i53 -Fri 5� � � /�8� x 1a_ = ///60 fir. TO: 5. 1121/4 s FROM: ( OFFICE OF COUNTY ENGINEERS DEPARTMENT Spokane, Wash. Date: SUBJECT: Standard Drainage Language for the Dedication on KtiI C.Retti 1. The owners of Lots _ _, _, & _, 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. J 4. Floors, including basement floors, shall not be constructed datum, within Lots , b Block _ Block of this plat as required by the "National Flood An approved lot grading plan exists for Lots below elevation , and Lots _, _, , & Insurance Program ". • Block and Lots & _ 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. A foot wide drainage easement, as platted and shown hereon, lying adjacent to all front lot lines for the purpose of installing, operating and maintaining drainage swales and drainage facilities to dispose of runoff, is hereby granted. The County of Spokane is hereby granted the right of ingress and egress to all drainage ease- ments adjacent to the public rights -of -way. The property owner shall maintain the drainage swale with a permanent live cover of lawn turf, with optional shrubbery and /or trees, which do not obstruct the flow and percolation of storm drainage water in the drainage swale as indicated by the grade of adjacent streets. CHAR 2 COORDINATES IN FEET SCALE 1 "= 50 1: 600 NW COR 1660N 1675E SE COR 980N 2050E WORK FILE: SP284 WORK FILE: PE1345 FROM 4 TRAV 5 TRAV 6 TRAV 7 TRAV 8 SSJNV 8 TRAV 9 SSINV 9 TRAV 10 SSINV. 10 TRAV ANGLE S 0 11 36.0 E N 89 59 09.0 W N 0 14 03.5 W N 89 59 09,0 W N 0 14 03,5 W N 89 59 09.0 W N 0 14 31.7 W N 89 59 09.0 W DIST N1/2 NW1/4 11/29/84 ***** START 1 TRAV N 0 15 30"0 W 658"2100 2 TRAV S 89 59 33.0 E 680"7900 3 TRAY S 89 59 33.0 E 163.3900 S 89 59 33,0 E 162.0000 S 89 59 33.0 E 1626.9700 658.5200 1626.5000 658"3326 162.0000 658.3137 163.3000 658.2951 650,6100 NORTH 1000.00000 1658.20331 1658.11419 1658.09281 1658.07160 1657.85863 999.34238 999.74454 1658.07160 999.78460 1658.09281 999.82497 1658.11419 999.98584 LAT & DEP 0.01416 11 HCLOSE N 89 58 22.6 W 29.9944 1000.00000 PREC=1 TO 218 1733322°06ft 39.7916ac 11 TRAY N 89 59 09.0 W 30^0000 999.99326 LAT & DEP 0.00674 12 HCLOSE N 39 44 10.9 E 0.0088 1000"00000 PREC=1 TO 750613 1733322.16ft 39.7916ac EAST 1000.00000 997.03229 1677.82229 1841.21229 2003.21229 3630"18227 3632.40431 2005.90436 2003.21229 1843.90437 1841.21229 1680.60437 1677.82229 1029.99439 -29.99439 1000^00000 1 999.99439 12 0.00561 1O00"O0000 TO 5 6 7 8 5 9 4 10 3 11 1 FROM ANGLE DIST NORTH EAST TO N1/2 NW1 /4 SIDELINE 11/29/84 * * * ** START 7 INV N 89 59 09.0 W 2602.4100 11 TRAY N 0 15 30.0 W 628.2200 13 TRAY S 89 59 33.0 E 2603.1200 6 *7 14 TRAY S 0 11 36.0 E 628.5200 999.34238 999.98584 1628.19945 1627.85871 999.34228 3632.40431 7 1029.99439 11 1027.16191 13 3630.28188 14 3632. 40270 15 LAT & DEP 0.00010 0.00162 15 HCLOSE N 86 35 53.8 E 0.0016 999.34238 3632.40431 7 PREC =1 TO 3987269 1635484.59ft 37.5456ac FROM ANGLE AUTO INV PLAT BDRY 11/29/84 * * * ** START 8 INV N 89 59 09.0 W 10 INV N 0 14 34.0 W 16 INV S 89 59 33.0 E 17 INV S 0 14 04.0 E DIST NORTH EAST TO 325.7000 628.2900 325.3900 628.3300 LAT & DEP 0.00254 18 HCLOSE N 25 26 53.2 E 0.0028 999.74454 PREC =1 TO 677618 204414.78ft 4.6927ac 999.74454 2005.90436 999.82497 1680.60437 1628.10933 1677.94215 1628.06674 2003.33214 999.74200 2005.90315 _ 8 10 16 17 18 0.00121 2005.90436 8 FROM ANGLE DIST NORTH EAST TO _ AUTO INV BLOCK 1 SL 11/29/84 * * * ** START 1628.06674 2003.33214 17 17 INV S 0 14 04.0 E 496.9200 1131.15090 2005.36545 20 20 INV S 89 45 56.0 W 117.0000 1130.67216 1888.36643 21 INV CURVE RADIAL S 0.14 04.0 E DELTA 9000 00.0 RT RAD 20.0000 TAN 20.0000 L -ARC 31.4159 RADIAL S 89 45 56.0 W • RP 1150.67199 1888.28459 22 21 CHORD N 45 14 04.0 W 28.2843 1150.59015 1868.28476 23 TANePT N 0 14 04.0 W 23 INV N 0 14 04.0 W 457.4100 1607.99632 1866.41312 24 INV CURVE RADIAL S 89 45 56.0 W DELTA 90.14 31.0 RT RAD 20..0000 TAN 20.0846 L -ARC 31.5004 RADIAL N 0 00 27.0 E RP 1608.07816 1886.41295 25 24 CHORD N 44 53 11.5 E 28.3439 1628.07816 1886.41557 26 TAN@PT S 89 59 33.0 E 26 INV S 89 59 33.0 E • 116.9200 1628.06285 2003.33557 27 LAT & DEP 0.00388 - 0.00343 27 HCLOSE N 41 25 44.1 W 0.0052 1628.06674 2003.33214 17 PREC =1 TO 241521 67944.61ft 1.5598ac FROM ANGLE AUTO INV BLOCK 2 SL 11/29/84 * * * ** START 16 INV S 89 59 33.0 E INV CURVE RADIAL N 0 00 27.0 E DELTA 89 45 29.0 RT RAD 20.0000 TAN 19.9157 L -ARC 31.3315 RADIAL N 89 45 56.0 E RP 28 CHORD S 45 06 48.5 E TAN®PT S 0 14 04.0 E 30 INV S 0 14 04.0 E INV CURVE RADIAL N 89 45 56.0 E DELTA 90 00 00.0 RT RAD 20.0000 TAN 20.0000 L -ARC 31.4159 RADIAL 5 0 14 04.0 E RP 31 CHORD S 44 45 56.0 W TAN®PT S 89 45 56.0 W 33 INV S 89 45 56.0 W 34 INV N 0 14 34.0 W DIST NORTH EAST TO 118.4700 28.2245 457.7900 28.2843 118.3200 498.2900 1628.10933 1628.09382 1608.09382 1608.17566 1150.38949 1150.30766 1130.30782 1129.82368 1628.10921 1677.94215 16 1796.41215 28 1796.40953 29 1816.40936 30 1818.28255 31 1798.28272 32 1798.36456 33 1680.04555 34 1677.93416 35 FROM ANGLE BLOCK 3 SL 11/29/84 * * * ** START 10 'TRAV N 0 14 34.0 W 36 TRAV N 89 45 56.0 E RADIAL N 0 14 04.0 W DELTA 90 00 00.0 RT RAD 20.0000 TAN 20.0000 L -ARC 31.4159 RADIAL N 89.45 56.0 E RP 37 CHORD S 45 14 04.0.E TANEPT S 0 14 04.0 E 39 TRAV S 0 14 04.0 E 40 TRAV N 89 59 09.0 W DIST NORTH EAST TO 80.0000 118.3100 28.2843 60.6000 138.3000 999.82497 1079.82425 1080.30836 1060.30852 1060.39036 999.79087 999.82506 LAT & DEP - 0.00009 41 HCLOSE S 74 45 22.2 E 0.0003 999.82497 PREC =1 TO 1238269 11019.98ft 0.2530ac 1680.60437 1680.26539 1798.57440 10 36 37 1798.65624 38 1818.65607 39 1818.90404 40 1680.60404 41 0.00033 1680.60437 10 FROM FROM ANGLE ANGLE BLOCK 4 SL 11/29/84 * * * ** START 8 TRAY N 89 59 09.0 W 42 TRAY N 0 14 04.0 W RADIAL S 89 45 56.0 W DELTA 90 00 00.0 RT RAD 20.0000 TAN 20.0000 L -ARC 31.4159 RADIAL N 0 14 04.0 W RP 43 CHORD N 44 45 56.0 E TAN@PT N 89 45.56.0 E 45 TRAY N 89 45 56.0 E 46 TRAY S 0 14 04.0 E DIST NORTH DIST NORTH 137.0000 60.8200 28.2843 117.0000 81.4100 _ _ 999.74454 999.77841 1060.59791 1060.67974 1080.67957 1081.15832 999.74900 LAT & DEP - 0.00446 47 HCLOSE S 15 55 11.0 W 0.0046 999.74454 PREC =1 TO 92255 11027.22ft 0.2532ac EAST TO EAST TO 200 5.90436 1868.90437 1868. 65550 8 42 43 1888.65534 44 1 888. 57350 . 45 2005.57252 46 2005.90563 47 - 0.00127 2005.90436 8 FROM ANGLE DIST NORTH EAST TO FROM ANGLE DIST NORTH EAST TO STREET CENTERLINES 6 /�N\8� �A [, GN. /` '��` ***** START 999.78460 1843"90437 9 9 TRAV N 0 14 04.0 W 105.7100 1105.49371 1843.47182 48 48TRAV N 0 14 04"0 W 552"6000 1658.08908 1841"21069 49 LAT & DEP 0.00372 0"00160 49 HCLOSE N 23 17 18.1 E 0.0041 1658.09281 1841"21229 4 PREC=1 TO 162450 NO AREA FROM ANGLE CENTERLINE MAXWELL AVE * * * ** START 8 INV N 89 59 09.0 W 10 TRAV N 0 14 34.0 W FROM ANGLE AZ /BRG CORR 10 CORR N 0 14 34.0 W FROM ANGLE AUTO INV CENTERLINE MAXWELL AVE * * * ** START 8 INV N 89 59 09.0 W 10 INV N 0 14 34.0 W 50 TRAV N 89 45 56.0 E 51 TRAV S 0 14 04.0 E DIST NORTH EAST TO 11/29/84 325.3000 80.0000 DIST 105.0000 DIST 11/29/84 325.3000 105.0000 325.3100 '106.4100 999.74454 999.82497 1079.82425 NORTH 999.82497 1104.82403 NORTH 999.74454 999.82497 1104.82403 1106.15514 999.74603 LAT & DEP - 0.00149 52 HCLOSE S 56 05 45.6 E 0.0027 999.74454 PREC =1 TO 322941 34386.32ft 0.7894ac 2005.90436 8 1680.60437 10 1680.26539 50 _ EAST TO 1680.60437 10 1680.15946 50 EAST TO 2005.90436 8 1680.60437 10 1680.15946 50 2005.46674 51 2005.90215 52 0.00222 2005.90436 8 Transamerica Title Services 1 Senske & Assoc. S. 3009 Mt. Vernon re: 2nd C to P, Carpenter Addn Transamerica - Title Insurance Company YOUR LOAN NO MORTGAGOR PURCHASER OUR ORDER NO JS- 121787M SUPPLEMENTAL TITLE REPORT The following matters affect the property covered by this order: ❑ 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 • ❑ Paragraph(s) No. of our preliminary commitment is eliminated. ri The policy is being issued in accordance with your instructions. ❑ Our inspection of the premises on discloses: x We amend the Legal Description to read as follows: All of Lot 6 of BACON'S ADDITION TO GREENACRES, as per plat recorded thereof in Volume "J" of Plats, page 15; and being part of the North- west Quarter of Section 18, Township 25 North, Range 45 E.W.M.; Situate in the County of Spokane, State of Washington, and to be known as KRIKEN - GUTHRIE ADDITION. [x Except as to the matters reported hereinabove, the title to the property covered by this order has NOT been reexamined. ❑ There has been no change in the title to the property covered by this order since EXCEPT the matters noted hereinabove. (dote of lost report) Dated as of November 28 1984 at 8:00 A.M. TRANSAM/ICA TITLE INSURANCE CO. B \J Stippel 1 I U Transamerica, Title Insurance Services Senske & Assoc. S. 3009 Mt. Vernon Spokane, WA 99203 Gentlemen: 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: LEGAL DESCRIPTION: O ly PARCEL "A ": mik e/ 6 All o Lot 6 of,BACON'S ADDITION TO GREENACRES, as per plat ereof recorde. in Volume "J" of Plats, page 15; EXCEPT the 2 th 170 feet of the East 137 feet th- -of; TOGETHER WITH a :.ius in the Northwest core r of the North 170 feet of the East 137 fee of said Lot 6, des bed as follows: COMMENCING at.the Nor .eas along the North line of the Point of Beginning the point of a curve o the le a central angle o 90 °; thence al feet; thence N. th 20.00 feet; thenc Point of Be nning; Transamerica Title Insurance Cowan North 720 Argonne Road Spokane, Washington 99206 (509) 922-2222 SECOND CERTIFICATE TO PLAT Situate in e County of Spokane, State of Washii ton. (continued) RECEIVED OCT 1 7 1984 Count, Engineering Order No. JS- 121737 -M Certificate for Filing Proposed Plat of CARPENTER ADDITION ner of said Lot 6; thence West Lot 6 a distance 117.00 feet to description. Said point being having a radius of 20 feet and the arc of said curve 31.42 East 20.00 feet to the PARCEL "B ": The North 170 feet of the East 137 feet of Lot 6 of BACON'S ADDITION TO GREENACRES, as per plat thereof recorded in Volume "J" of Plats, page 15; Situate in the County of Spokane, State of Washington. VESTED IN: RALPH GUTHRIE and GERTRUDE GUTHRIE, husband and wife, as to Parcel "A "; and ERIC R. CARPENTER and LINDA M. CARPENTER, husband and wife, as to Parcel "B ". EXCEPTIONS: A. General taxes as follows, together with interest and penalty, if any, after delinquency: Tax Account No. Year Annual Billing Amount Paid Balance Due 18552 -0607 1984 $651.29 $651.29 $0.00 B. Assessments levied by Consolidated Irrigation District No. 19, as follows, together with interest and penalty, if any, after delin- quency: Tax Account No. Year Annual Billing Amount Paid Balance Due 13552 -0607 1934 $153.69 $153.69 $0.00 1. Liability for future assessments levied by Consolidated Irrigation District No. 19. 2. Perpetual right of way and easement to construct, reconstruct, operate and maintain an irrigation turnout and appurtenances over the North 20 feet of the West 20 feet of the East 125 feet of said Tract 6, granted to the United States of America by instrument dated December 20, 1965, filed for record January 4, 1966, as Document No. 168427C. 3. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: Grantor: Eric E. Carpenter and Linda M. Carpenter, husband and wife Trustee: Transamerica Title Insurance Company Beneficiary: Pacific First Federal Savings and Loan Association, a corporation $50,400.00 September 28, 1979 October 4, 1979 7910040201 Parcel B Amount: Dated: Recorded: Recording No.: Affects: (continued) Order No. JS- 121787 -M Page 2 SECOND PLAT CERTIFICATE pds Records examined as to October 8, 1984 at 8:00 A.M. By: cc Spokane County Planning Spokane County Engineers Order No. JS- 121787 -M Page 3 SECOND PLAT CERTIFICATE TRANSAMERICA TITLE INSURANCE COMPANY 10' 1RANSAMERICA TI I LE INSURANCE COMPANY NORTH 720 ARGONNE ROAD SPOKANE, WA. 99206 $ this pint is made solely fordhe purpose ut assisting in tussling said premises and the company assumes 110 nubility fur vatiationS, if any , in dimensions and Intritirm itsCettaitted tt't ttttItml 3253 - /2 - 3253 3 t .51 3 3 / /3 27 2/ — /0 .3 23. 3 43?..5' 9 20 t. Ti /9 mints i;roarc ::,mot.:. .�....... GUTIIRIE INVESTMENTS, INC! E. 9211 TRENT AVENUE 920 -1561 SPOKANE, WASHINGTON 99216 1, • iiii TO THE K ' I , ORI /:It OF r, Spokane County Engineers ONB sooat tl om c. U National wrl B Spokane, Washington 98201 — �� ,e&, ll'0044 2 3 n ' I : 1 - RECEIPT Received From Ad :ss For _ uc� fe-c-Ao c.i —/3 ACCOUhr AMI. O• ACCOUNT BALANCE MONEY AMT. PAID ORDER 8K808 RITT*0FiC11® 1 Z i. How PAID CASH W 1z Q N c�ctobg�_5_It)�4 - 19 8 - 8980 &collars $ C: Ord C ,. y_ - Dort.,.vI s o ,4423 28 -3 1251 SENSKE & ASSOCIATES, INC. Civil Engineers / Land Surveyors S. 3009 Mt. Vernon Suite 101 SPOKANE, WASHINGTON 99203 -4775 (509) 534 -5272 To Spokane County Engineers N. 811 Jefferson St. Spokane, Wa. 99260 -0170 Attn. Mr. Jerry Sims, P.L.S. ❑ Please reply 0 No reply necessary Date RECEIVED NOV 2 1984 County Engineering Gc11D LETTER 11/02/84 subject Kriken- Guthrie Ad (Carpernter) PE- 1345 -79 Please find attached 2 copies of the proposed final plat and proposed dedication for Kriken- Guthrie (formerly Carpenter Addition), for your review. 2 BEFORE THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON IN THE MATTER CONCERNING PRELIMINARY SUBDIVISION AND ZONE RECLASSIFICATION - CHANGE OF CONDITION; PE= CARPENTER'S ADDITION• ZE- 220 -79' AGRICULTURAL TO RESIDENTIAL MOBILE HOME. SPONSOR: ERIC CARPENTER BY ORDER OF THE BOARD this 12 day of May, 1980. by VERNON W. OHLAND CLERK OF E BOARD INTER -STATE HIGHWAY RE�s29D X4 . c 1=1 LE NOTICE OF PUBLIC HEARING NOTICE IS HEREBY GIVEN that the Board of County Commissioners of Spokane County, Washington, will hold a public hearing at 3:00 P.M. ON JUNE 2, 1980, at its office in the County Courthouse to consider the above - mentioned preliminary subdivision and zone reclassification_ - change of condition - on the following.described property: Location: The proposal is located in the Spokane Valley east of Flora Road approximately 600 feet and adjacent to and south of Mission. Legal Description: Section 18, Township 25N, Range 45 EWM That portion of land being in the NW 1/4 of Sec. 18, being Lot 6 of Bacon's Addition to Greenacres in Spokane County as recorded in Book J, page 15, and on file in Spokane County Auditor's Office in Spokane County, Washington. NOTICE IS FURTHER GIVEN that a topic of discussion at this hearing may be whether or not this proposal will have a significant adverse environmental impact. NOTICE IS FURTHER GIVEN that any person interested may appear at said hearing and present testimony in support of or in opposition to an appeal on said matter filed with the Board of County Commissioners. R anne Montague, Deputy C erk 9 Leasealml • 1 • . • M $10 y ,..w•tW sW.... ■s+iat - . •s•v • at!. a.•p.,. .., Q 0 J r73 PE-1345-79 ,- M iscioN AC. 4.68 BOON E At-00 AVE Ft O 1,8 . BC) O NE N ET N °90 G R Qi Puna , I. 0 0 cc a Q z W 0 April 8, 1983 File No. PE 1345 - 79 Findings & Order Carpenter's Addition SPOKANE COUNTY HEARING EXAMINER COMMITTEE FINDINGS AND ORDER A. INTRODUCTION This matter having come before the Spokane County Hearing Examiner Committee on April 8, 1983 and the members of the Committee present being Kathy Carstens, Chairperon, Rich Skalstad and Jerry Williams. B. PROPOSAL The sponsor, Larry Guthrie, is requesting an Extension -of -Time and a change - of- condition to add two lots to the approved Preliminary Plat PE 1345 CARPENTER'S ADDITION, and Zone Reclassification ZE- 220 -79, Agricultural to R -1 for subdivision of 4.7 acres into 13 lots for single - family dwellings, and there being present, the following applicant or representative: Art Noll C. FINDINGS OF FACT 1. That the "change" represents two additional residential lots. 2. That the redesigned lots comply with the R -1 Zone Classification and the Comprehensive Plan density. 3. That the proposal has a new sponsor and progress had been made toward finalizing this preliminary plat. 4. That the Comprehensive Plan designates this area as URBAN. 5. That the proposal lies within the adopted Priority Sewer Service Area of the Wastewater Management Plan. 6. That this proposal does constitute "fill -in" development for the URBAN category, and the Priority Sewer Service Area. 7. That the provisions of RCW 43.21C (The State Environmental Policy Act) have been complied with. 8. That the proper legal requirements for advertisement of the Agenda Item have been fulfilled. 9. That the April 7, 1983 Hearing Examiner Committee hearing was continued to April 8, 1983. cti April 8, 1983 File No. PE 1345 - 79 Findings & Order Carpenter's Addition C. FINDINGS AND ORDER (cont'n) 10. That the owners of adjacent lands expressed written disapproval of the proposed density and change -of- condition. 11. That the sponsor is pursuing F.H.A. financing which will require dry -line sewers be installed in the street. 12. That we have visited the site. 13. That we have considered the information in the STAFF REPORT. ATTEST: 14. The Hearing Examiner Committee finds the proposed use is not detrimental to the general purpose or otherwise harmful to the public health, safety, and welfare, as conditioned. D. SPECIAL CONDITIONS OR CONTINGENCIES APPLICABLE TO THIS DECISION 1. Those conditions listed in the April 7, 1983 STAFF REPORT. E. ORDER The Hearing Examiner Committee pursuant to the aforementioned, finds that the application for Extension -of -Time and Change -of- Condition to the approved preliminary plat PE 1345 Carpenter's Addition and zone change ZE- 220 -79, Agricultural to R -1 is hereby APPROVED to May 1, 1986. Motion by: Rich Skalstad Seconded by: Jerry Williams Vote: UNANIMOUS Kathy Carstens - Aye Rich Skalstad - Aye Jerry Williams - Aye JOHN NUNNERY Subdivision Administrator By: VPiC..,./ . Date: ,� c 1 14 2YS HEARING EXAMINER COMMITTEE HEREBY ATTEST TO THE ABOVE FINDINGS, ORDER, AND VOTE. Chairperson - 2 /r -`' Examiner Committee Action - April 7, 1983 & April 8, 1983 3 II. PE- 1275 -78, BRIDAL TRAIL MEADOWS ZE- 11 -79, Unclassified and Agricultural to Agricultural Suburban Sponsor: 924 -2879 Surveyor /Engineer: 926 -1322 William J. Wallace Richard L. Simpson P.O. Box 231 N. 909 Argonne Road Newman Lake, WA 99025 Spokane, WA 99206 Location: The proposal is located south of Newman Lake, approximately 1/2 mile south of Moffat Road, 1/4 mile east of Newman Lake Road and 1/8 mile northwest of Trent Avenue; Section 24, Township 26N, Range 45 EWM., Spokane County, Washington Comprehensive Plan: SUBURBAN Proposal: The sponsor is requesting a change -of- condition to allow Tract "X" roads, an additional project access road from Newman Lake Road and a redesign of lots and road alignment of the preliminary plat approval to divide 68 acres into 55 lots for single- family dwellings e " and to change the zoning on the 68 acres from Unclassified and Agricultural to Agricultural Suburban. • Action: Approved unanimously for only one more year. 12. PE 1345-79; CARPENTER'S ADDITION ZE- 220 -79, Agricultural to R -1 Sponsor: 926 -1561 Surveyor /Engineer: 924 -3444 Arthur M. Noll Eugene H. Welborn E. 9211 Trent E. 7011 Second Ave. Spokane, WA 99206 Spokane, WA 99206 Location: The proposal is located in the Spokane Valley east of Flora Road' approximately 600 ft. and adjacent and south of Mission Ave.; Section 18, Township 25N, Range 45 EWM., Spokane County, Washington- Comprehensive Plan: URBAN Proposal: The sponsor is requesting a change -of- condition (a redesign to add two lots) of the preliminary plat approval to divide 4.7 acres into 13 lots for single- family dwellings and to change the zoning on'the 4.7 acres from Agricultural to R -l. Action: Approved unanimously for 3 years. 13. PE- 1414 -81, RIVERWAY VILLA ZE- 92-81, Agricultural to RMH and Commercial PUDE -1 -82, Planned Unit Development, an overlay zone Sponsor: 534 - 2657 Surveyor /Engineer: 535 H & E Investments, inc. Inland Pacific Engineering Co.,::. E. 6614 Main c/o Dick Mason Spokane, WA 99206 5. 25 Altamont St. Spokane, WA 99202 Location: The proposal is located in Spokane Valley, south and adjacent the Spokane River, east and adjacent Barker Road, north and adjacent Mission Avenue, and west and adjacent Hodges Road extended; Section 8, Township 25N, Range 45 EWM., Spokane County, Washington Comprehensive Plan: URBAN Proposal: See page 4 TO: FROM: RE: PE 1345 - 79, CARPENTER'S ADDITION ZE- 220 -79, Agricultural to R -1 I. GENERAL INFORMATION Sponsor: 926 -1561 Larry Guthrie E. 9211 Trent Spokane, WA 99206 STAFF REPORT April 7, 1983 SPOKANE COUNTY HEARING EXAMINER COMMITTEE SPOKANE COUNTY PLANNING DEPARTMENT STAFF EXTENSION OF TIME and CHANGE OF CONDITIONS PRELIMINARY SUBDIVISION AND ZONE RECLASSIFICATION 69 Surveyor /Engineer: 924 -3444 Eugene H. Welborn E. 7011 Second Ave. Spokane, WA 99206 Location: The proposal is located in the Spokane Valley east of Flora Road approximately 600 ft. and adjacent and south of Mission Ave.; Section 18, Township 25N, Range 45 EWM., Spokane Washington Comprehensive Plan: URBAN History: This preliminary plat was approved by the Hearing Examiner Committee in October 1979. The Hearing Examiner Committee has granted two one -year time extensions, 1981 and 1982. Since that time the preliminary plat has been sold to Larry Guthrie, the new sponsor. Progress towards finalizing this preliminary plat' been made; as, the surveying is complete, some of the concrete slabs have been removed and some of the engineering have been completed for the road plans and profiles. Proposal: The new sponsor is requesting a change -of- condition (a redesign to add two lots) of the preliminary plat approval to divide 4.7 acres into 13 lots for single - family dwellings and to change the zoning on the 4.7 acres from Agricultural to R - 1. The sponsor is also requesting an extension of time. II. SPECIAL INFORMATION Regarding the extension of time, the Planning Department is recommending that all preliminary plat approvals be brought into conformance with RCW 58.17 regarding the amount of time allowed before a preliminary plat must be finalized. State law currently allows a preliminary.plat three (3) years (without any new conditions) and allows one extension of time for one year, if the sponsor requests the additional year; however, this 4th year may have new conditions added. Regarding the change -of- condition, a minor redesign of the preliminary plat where two (2) lots are added, the proposed change reduces the lot frontage to 80 feet which is the frontage needed for the R-1 zone approved for this From Form 327 -C.R. Bob McCann, Plat Inspector BMc /set OFFICE OF COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Inter - office Communication To Spokane County Subdivision Administrator Date Subject PE 1345 - 79 Carpenter's Addition - Chance of Condition March 7 19 83 The County Engineer's Department has no new additional conditions to add at this hearing. We are requesting that the original "Conditions of Approval" and those added at subsequent extension of time hearings be made applicable to this change of condition request. From Bob McCann, Plat i BMc /se.t Form 327 -C.R. OFFICE OF COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Dote March 7 19 83 Inter - office Communication To Spokane County Suhdiviston Ad inspector c +-- . Subject PE 1145 -79 Carpenter's Addition - Change of Condition The County Engineer's Department has no new additional conditions to add at this hearing. We are requesting that the original "Conditions of Approval" and those , added at subsequent exten:aion of time hearings be made applicable to this change of . condition request June 24, 1982 Findings & Order A. INTRODUCTION C. FINDINGS OF FACT SPOKANE COUNTY HEARING EXAMINER COMMITTEE FINDINGS AND ORDER ile No. PE- 1345 -79 Carpenter's Addition This matter having come before the Spokane County Subdivision Hearing Examiner Committee on June 24, 1982 and the members of the Committee present being Jerry Williams, Chairperson, Lynn Tennican and Ken Kennedy. B. PROPOSAL The sponsor, Eric Carpenter, is requesting approval of an Extension of Time PE- 1345 -79, CARPENTER'S ADDITION and Zone Change ZE- 220 -79, Agricultural to R -1 for subdivision of 4.7 acres into 11 lots for single - family dwellings, and there being present, the following applicant or representative: No one That the provisions of RCW 43.21C (The State Environmental Policy have been complied with. 2. That the proper legal requirements for advertisement have been fulfilled. 3. That the owners of adjacent lands expressed neither proval of the proposed Extension of Time. 4. That the information in the STAFF REPORT was considered. 1. Those conditions as listed in the June 24, 1982 STAFF REPORT. 1 Act) of the Agenda Item approval nor disap- 5. That the sponsor indicates progress has been made, but that due to current economic conditions more time is needed to finalize this plat. D. SPECIAL EXPLANATION OR CONTINGENCIES APPLICABLE TO THIS EXTENSION OF TIME APPROVAL: 4 IN0461 C HALOO - AVE. 1NTER•SmTE HIGHWAY BOO NE j MET VALL WAY ire r73 174 '75 ST OFFIc MAX V' 8 4 TO: FROM: RE: SR -B4 /b SPOKANE COUNTY SUBDIVISION HEARING EXAMINER COMMITTEE SPOKANE COUNTY PLANNING DEPARTMENT STAFF EXTENSION OF TIME for PRELIMINARY SUBDIVISION AND ZONE RECLASSIFICATION PE- 1345 -79, CARPENTER'S ADDITION 2E- 220 -79 AGRICULTURAL to R -1 A. SPONSOR: 455 -8024 Eric Carpenter W. 11 40th Avenue Spokane, WA 99203 B. LOCATION: Flora Road within Section 18, III. CONDITIONS STAFF REPORT June 24, 1982 The proposal is located in the Spokane Valley east of approximately 600 ft. and adjacent and south of Mission; Township 25N, Range 45 EWN, Spokane County, Washington. C. COMPREHENSIVE PLAN: URBAN (approved prior to plan adoption) D. HISTORY: This proposal was given preliminary plat approval in October 1979. April of 1980 a "change -of- condition" request was Denied and upheld by the Board of County Commissioners at appeal for approval for Residential Manufactured Home zoning approval for the preliminary plat instead of R -1. One Time Extension was granted June 1981. The sponsor indicates the survey is completed and their engineer is working on the road and curbs to be completed next spring. The current economic conditions and high interest rates are the reason for the delay in final- izing this preliminary plat. E. PROPOSAL: The sponsor is requesting an "extension of time" of the preliminary plat approval to divide 4.7 acres into 11 lots for single - family dwellings and to change the zoning on the 4.7 acres from Agricul- tural to R -1. The sponsor is, therefore, requesting a time extension to July 1, 1983. II SPECIAL INFORMATION No additional conditions of approval are being recommended by the various departments. If approval is granted, the following conditions are recommmended. PLANNING DEPARTMENT 1. Those conditions already attached to the preliminary plat of record. 2. That a time extension be granted to July 1, 1983. 9 SURVEYOR /ENGINEER: 926 -5959 Eugene Welborn E. 7011 2nd Avenue Spokane, WA 99206 TO: FROM: RE: SR -B4 /b SPOKANE COUNTY SUBDIVISION HEARING EXAMINER COMMITTEE SPOKANE COUNTY PLANNING DEPARTMENT STAFF EXTENSION OF TIME for PRELIMINARY SUBDIVISION AND ZONE RECLASSIFICATION PE- 1345 -79, CARPENTER'S ADDITION ZE- 220 -79 AGRICULTURAL to R -1 A. SPONSOR: 455 -8024 Eric Carpenter W. 11 40th Avenue Spokane, WA 99203 STAFF REPORT June 24, 1982 SURVEYOR /ENGINEER: 926 -5959 Eugene Welborn E. 7011 2nd Avenue Spokane, WA 99206 B. LOCATION: The proposal is located in the Spokane Valley east of Flora Road approximately 600 ft. and adjacent and south of Mission; within Section 18, Township 25N, Range 45 EWM, Spokane County, Washington. C. COMPREHENSIVE PLAN: URBAN (approved prior to plan adoption) D. HISTORY: This proposal was given preliminary plat approval in October 1979. April of 1980 a "change -of- condition" request was Denied and upheld by the Board of County Commissioners at appeal for approval for Residential Manufactured Home zoning approval for the preliminary plat instead of R -1. One Time Extension was granted June 1981. The sponsor indicates the survey is completed and their engineer is working on the road and curbs to be completed next spring. The current economic conditions and high interest rates are the reason for the delay in final- izing this preliminary plat. E. PROPOSAL: The sponsor is requesting an "extension of time" of the preliminary plat approval to divide 4.7 acres into 11 lots for single - family dwellings and to change the zoning on the 4.7 acres from Agricul- tural to R -1. The sponsor is, therefore, requesting a time extension to July 1, 1983. II SPECIAL INFORMATION No additional conditions of approval are being recommended by the various departments. III. CONDITIONS If approval is granted, the following conditions are recommmended. PLANNING DEPARTMENT 1. Those conditions already attached to the preliminary plat of record. 2. That a time extension be granted to July 1, 1983. AGENDA, June 24, 1982 - SU. VISION HEARING EXAMINER COMMP. 9 A.M. (or as soon thereafter as possible) PRELIMINARY 'SUBDIVISION - EXTENSION OF TIME (cont.) 3. PN- 1284 -79, GLENEDEN 5TH ADDITION page 3 ZN -33 -79 AGRICULTURAL to R -1 SPONSOR: 489 -6262 SURVEYOR /ENGINEER: 487-1658' Provincial Properties, Inc. Sargent, Ramer & Associates & Glencrest Dev., et.al. N. 10115 Newport Hwy. N. 9221 Division Spokane, Washington 99208 Spokane, Washington 99218 LOCATION: The proposal is located in the northern portion of Spokane County east of and adjacent PSH #3 (U.S.Highway 395) south of Glencrest Drive and north of Elto Avenue; within Section 32, Township 27N, Range 43 EWM, Spokane County, Washington COMPREHENSIVE PLAN: URBAN (approved prior to plan adoption) PROPOSAL: The sponsor is requesting an "extension of time" of the preliminary plat approval to divide 29.41 acres into 66 lots for single - family dwellings and to change the zoning on the 29.41 acres from Agricul- tural to R -1: CARPENTER'S ADDITION page 4 AGRICULTURAL to R -1 SPON OR: 455 -8024 SURVEYOR /ENGINEER: 926 -5959 Eric Carpenter Eugene Welborn W. 11 40th Avenue E. 7011 2nd Avenue Spokane, WA 99203 Spokane, WA 99206 LOCATION: The proposal is located in the Spokane Valley east of Flora Road approximately 600 ft. and adjacent and south of Mission; within Section 18, Township 25N, Range 45 EWM, Spokane County, Washington. COMPREHENSIVE PLAN: URBAN (approved prior to plan adoption) PROPOSAL: The sponsor is requesting an "extension of time" of the preliminary plat approval to divide 4.7 acres into 11 lots for single - family dwellings and to change the zoning on the 4.7 acres from Agricultural to R -1. 5. PE- 1373 -80, SNOOPY'S 2ND ADDITION page 5 ZE •71 -80 AGRICULTURAL to•R -1 SPONSOR: 928 -1991 SURVEYOR /ENGINEER: 922 -1300 Robert Fogg Inland Pacific Engineering E. 12929 Sprague E. 12720 Nora Avenue Spokane, Washington 99216 Spokane, Washington 99216 LOCATION: The proposal is located in the Spokane Valley east and adjacent Adams Road and adjacent and south 10th Avenue extended and approximately 600 ft. north of 12th Avenue; within Section 23, Township 25N, Range 44 EWM, Spokane County, Washington COMPREHENSIVE PLAN: URBAN (approved prior to plan adoption) PROPOSAL: The sponsor is requesting an "extension of time" of the preliminary plat approval to divide 1.1 acres into 3 lots for single - family dwellings and to change the zoning on the 1.1 acres from Agricultural to R -1. • • � 1:1000 LW Mi..- Inter- office Communication To Spokane County Planning Department From Bob McCann, Plat Inspector Subject Extension of Time Hearing Schedul June 24, 1982 An extension of time hearing has been scheduled for the below- listed Preliminary Plats. A review of the files for those underlined indicates that the County Engineer requested. that the plats be made subject to the provisions of Spokane County Board of Commission- ers 80 -1592 as amended. This was to be done in May, 1981 as a part of the annual admin- istrative review for each plat. Please review your files to confirm the addition of this condition. If they are not subject to the referenced resolution, please add this condition at the hearing scheduled June 10, 1982. Those plats not underlined have had the appropriate condition attached at public hearing. Columbia Park Replat #4 - 1170C Glenpark Addition - 1282 Gleneden 5th Addition - 12a4 Carpenter's Addition Snoopy's 2nd Addition -73 Nakata's Seven Mile Estates - 1376 Form 327 -C.R. Wittkopp's Seven Mile Estates - 1377 BMc /set OFFICE OF COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Date soo 4-spe W/+` rairm e ' ICLriWam[_ F'eleIMARY May 28 19 82 5P0■A$C COUNTY COURTHOUSE PN- 1282 -78, ZN- 31 -79, 2. PN- 1284 -79, ZN -33 -79 Location: Proposal: Action: al PE- 1345 -79, ZE- 220 -79, Gary Kennaly 3 COPIES Engineer's Office INTEROFFICE MAIL ercotrmr PLANNING DEPARTMENT BROADWAY CENTRE BUILDING • SPOKANE, WASHINGTON 99260 June 26, 1981 PHONE 456 -2205 Glenpark Addition - Aspaas - Time Extension Agricultural to Agricultural Suburban Carpenter's Addition - Carpenter - Time Extension Agricultural to R -1 N 721 JEFFERSON STREET TO: Board of County Commissioners FROM: Steve Horobiowski, Plat Administrator SUBJECT: Subdivision Hearing Examiner Committee Actions of June 25, 1981 Gentlemen: On June 25, 1981 the Subdivision Hearing Examiner Committee met at 9:00 A.M. to consider three Time Extensions, one Time Extension with a Change of Condition and one preliminary subdivision. Following are the applications in sequence and the action taken by the Committee. If not appealed, these decisions are final 10 calendar days after Findings and Order have been signed. Findings and Order signed on June 26, 1981. Hearing Examiner Committee Board members were: Kenneth Kennedy - Chairman, Kathy Carstens and John Culler. Location: In the northern portion of Spokane County, NE of intersection of Antler and Division Roads. Section 5 -28 -43 Proposal: 79.08 acres into 20 lots for single family dwellings Action: Approval - Unanimous Additional Conditions: As per Staff Analysis Gleneden 5th Addition - Provincial Properties,Inc. & Glencrest Development, et al - Time Extension In the northern portion of Spokane County east of and adjacent to PSH #3 (U,S.Highway 395) south of Glencrest Drive and north of Elto Avenue. Section 32 -27 -43 29.41 acres into 66 lots for single family dwellings Approval - Unanimous Conditions: As per Staff Analysis Located in the Spokane Valley east of Flora Road approximately 600 feet and adjacent to and south of Mission Section 18 -25 -45 Proposal: 4.7 acres into 11 lots for singel family dwellings . Action: Approval - Unanimous Additional Conditions: As per Staff Analysis A. INTRODUCTION E. ORDER SPOKANE COUNTY HEARING EXAMINER COMMITTEE FINDINGS AND ORDER NONE Motion by: Culler Seconded by: Carstens File £' PE- 1345 -79 ZE- 220 -79 This matter having come before the Examiner Committee on June 25, 1981 and the members of the Committee present being Kenneth Kennedy, Chairperson, Kathy Carstens and John Culler. B. PROPOSAL The sponsor, Eric Carpenter, is requesting approval of an Extension of Time and Zone Change, PE- 1345 -79, Carpenter's Addition and ZE- 220 -79, Agricultural to R -1 for subdivision of 4.7 acres into 11 lots for single family dwellings and there being present, the following applicant or representative: C. FINDINGS OF FACT 1. That the provisions of RCW 43.21C (The State Environmental Policy Act) have been complied with. 2. That the proper legal requirements for advertisement of the Agenda Item have been fulfilled. 3. That the owners of adjacent lands expressed neither approval nor dis- approval of the proposed Extension of Time. 4 The following are additional findings of fact considered by the Hearing Examiner Committee: a) That reasonable progress towards finalization of this Plat has been made and economic considerations are valid reasons for not filing this • plat. D. SPECIAL CONDITIONS OR CONTIGENCIES APPLICABLE TO THIS . EXTENSION OF TIME APPROVAL: I. Those conditions already attached to the preliminary plat of record and also conditions attached to Staff Analysis dated June 25, 1981. The Hearing Examiner Committee, pursuant to the aforementioned, finds that the application of Eric Carpenter for an Extension of Time, and Zone Change as described in the application should be Approved. File N PE- 1345 -79 ZE- 220 -79 Vote: Unanimous to Approve ATTEST: WALLIS D. HUBBARD Planning Director By: / / C Date: C ! /6� t� ( �!� /CM 2 HEARING EXAMINER COMMITTEE r 1 BEFORE THE BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON IN THE MATTER CONCERNING PRELIMINARY SUBDIVISION AND ZONE RECLASSIFICATION - ) CHANGE OF CONDITION; PEtl345"79 CARPENTER'S AQDITION; ZE- 220 -79 . AGRICULTURAL TO RESIDENTIAL MOBILE HOME. SPONSOR: ERIC CARPENTER NOTICE IS HEREBY GIVEN that the Board of County Commissioners of Spokane County, Washington, will hold a public hearing at 3:00 P.M. ON JUNE 2, 1980, at its office in the County Courthouse to consider the above - mentioned preliminary subdivision and zone reclassification. - change of condition - on the following described property: Location: The proposal is located in the Spokane Valley east of Flora Road approximately 600 feet and adjacent to and south of Mission. Legal Description: Section 18, Township 25N, Range 45 EWM That portion of land being in the NW 1/4 of Sec. 18, being Lot 6 of Bacon's Addition to Greenacres in Spokane County as recorded in Book J, page 15, and on file in Spokane County Auditor's Office in Spokane County, Washington. NOTICE IS FURTHER GIVEN that a topic of discussion at this hearing may be whether or not this proposal will have a significant adverse environmental impact. NOTICE IS FURTHER GIVEN that any person interested may appear at said hearing and present testimony in support of or in opposition to an appeal on said matter filed with the Board of County Commissioners. BY ORDER OF THE BOARD this 12 day of May, 1980. PN . VERNON W. OHLAND CLERK OF BOARD ... - INTER -STATE HIGHWAY PI LE NOTICE OF PUBLIC HEARING . • E. • E I •• • E 4 ' PE —1345 —79 ,- nlssloN M $ ..,.n..c& w.+/PO s..+ - ) • a •• air..S.•••••• a °Q dolla tJ AC. 4.68 ALDO 'AVE O BOO N E Q BOONE MET O 0 a J z N °90 nn fRQADW 4Y 4V vun0 ,c l. April 8, 1983 File No. PE 1345 - 79 Findings & Order Carpenter's Addition SPOKANE COUNTY HEARING EXAMINER COMMITTEE FINDINGS AND ORDER A. INTRODUCTION This matter having come before the Spokane County Hearing Examiner Committee on April 8, 1983 and the members of the Committee present being Kathy Carstens, Chairperon, Rich Skalstad and Jerry Williams. B. PROPOSAL The sponsor, Larry Guthrie, is requesting an Extension -of -Time and a change - of- condition to add two lots to the approved Preliminary Plat PE 1345 - 79, CARPENTER'S ADDITION, and Zone Reclassification ZE- 220 -79, Agricultural to R -1 for subdivision of 4.7 acres into 13 lots for single- family dwellings, and there being present, the following applicant or representative: Art Noll C. FINDINGS OF FACT 1. That the "change" represents two additional residential lots. 2. That the redesigned lots comply with the R -1 Zone Classification and the Comprehensive Plan density. 3. That the proposal has a new sponsor and progress had been made toward finalizing this preliminary plat. 4. That the Comprehensive Plan designates this area as URBAN. 5. That the proposal lies within the adopted Priority Sewer Service Area of the Wastewater Management Plan. 6. That this proposal does constitute "fill -in" development for the URBAN category, and the Priority Sewer Service Area. 7. That the provisions of RCW 43.21C (The State Environmental Policy Act) have been complied with. 8. That the proper legal requirements for advertisement of the Agenda Item have been fulfilled. 9. That the April 7, 1983 Hearing Examiner Committee hearing was continued to April 8, 1983. ti April 8, 1983 Findings & Order C. FINDINGS AND ORDER (cont'n) 10. That the owners of adjacent lands expressed written disapproval of the proposed density and change -of- condition. 11. That the sponsor is pursuing F.H.A. financing which will require dry -line sewers be installed in the street. ATTEST: 12. That we have visited the site. 13. That we have considered the information in the STAFF REPORT. 14. The Hearing Examiner Committee finds the proposed use is not detrimental to the general purpose or otherwise harmful to the public health, safety, and welfare, as conditioned. D. SPECIAL CONDITIONS OR CONTINGENCIES APPLICABLE TO THIS DECISION 1. Those conditions listed in the April 7, 1983 STAFF REPORT. E. ORDER The Hearing Examiner Committee pursuant to the aforementioned, finds that the application for Extension -of -Time and Change -of- Condition to the approved preliminary plat PE 1345 Carpenter's Addition and zone change ZE- 220 -79, Agricultural to R -1 is hereby APPROVED to May 1, 1986. Motion by: Rich Skalstad Seconded by: Jerry Williams Vote: UNANIMOUS Kathy Carstens - Aye Rich Skalstad - Aye Jerry Williams - Aye JOHN NUNNERY Subdivision Administrator / By: �(";Cm,/ / ��1,t---!ii. -•/'v r + + l % a '1 Date: /'.+ - % > . �✓ J HEARING EXAMINER COMMITTEE HEREBY ATTEST TO THE ABOVE FINDINGS, ORDER, AND VOTE. File No. PE 1345 - 79 Carpenter's Addition Chairperson - 2 - Examiner Committee Action - April 7, 1983 & April 8, 1983 3 11. PE- 1275 -78, BRIDAL TRAIL MEADOWS ZE- 11 -79, Unclassified and Agricultural to Agricultural Suburban S o� nsor: 924 -2879 Surveyor /Engineer: 926 -1322 William J. Wallace Richard L. Simpson P.O. Box 231 N. 909 Argonne Road Newman Lake, WA 99025 Spokane, WA 99206 Location: The proposal is located south of Newman Lake, approximately 1/2 mile south of Moffat Road, 1/4 mile east of Newman Lake Road and 1/8 mile northwest of Trent Avenue; Section 24, Township 26N, Range 45 EWM., Spokane County, Washington Comprehensive Plan: SUBURBAN Proposal: The sponsor is requesting a change -of- condition to allow Tract "X" roads, an additional project access road from Newman Lake Road and a redesign of lots and road alignment of the preliminary plat approval to divide 68 acres into 55 lots for single - family dwellings.' and to change the zoning on the 68 acres from Unclassified and Agricultural to Agricultural Suburban. Action: Approved unanimously for only one more year. 12. PE- 1345 -79; CARPENTER'S ADDITION ZE- 220 -79, Agricultural to R -1 Sponsor: 926 -1561 Surveyor /Engineer: 924 -3444 Arthur M. Noll Eugene H. Welborn E. 9211 Trent E. 7011 Second Ave. Spokane, WA 99206 Spokane, WA 99206 Location: The proposal is located in the Spokane Valley east of Flora Road approximately 600 ft. and adjacent and south of Mission Ave.; Section 18, Township 25N, Range 45 EWM., Spokane County, Washington Comprehensive Plan: URBAN Proposal: The sponsor is requesting a change -of- condition (a redesign to add``. two lots) of the preliminary plat approval to divide 4.7 acres into " 13 lots for single- family dwellings and to change the zoning on the 4.7 acres from Agricultural to R -l. Action: Approved unanimously for 3 years. 13. PE- 1414 -81, RIVERWAY VILLA ZE- 92-81, Agricultural to RMH and Commercial PUDE-1 -82, Planned Unit Development, an overlay zone 5 op nsor: 534 -2657 Surveyor /Engineer: 535 - 1410 H & E Investments, inc. Inland Pacific Engineering Co.,; E. 6614 Main c/o Dick Mason Spokane, WA 99206 5. 25 Altamont St. Spokane, WA 99202 Location: The proposal is located in Spokane Valley, south and adjacent the Spokane River, east and adjacent Barker Road, north and adjacent Mission Avenue, and west and adjacent Hodges Road extended; Section 8, Township 25N, Range 45 EWM., Spokane County, Washington Comprehensive Plan: URBAN Proposal: See page 4 ni TO: FROM: RE: SPOKANE COUNTY HEARING EXAMINER COMMITTEE SPOKANE COUNTY PLANNING DEPARTMENT STAFF EXTENSION OF TIME and CHANGE OF CONDITIONS PRELIMINARY SUBDIVISION AND ZONE RECLASSIFICATION PE 1345 - 79, CARPENTER'S ADDITION ZE- 220 -79, Agricultural to R -1 I. GENERAL INFORMATION Sponsor: 926 -1561 Larry Guthrie E. 9211 Trent Spokane, WA 99206 STAFF REPORT April 7, 1983 Surveyor /Engineer: 924 -3444 Eugene H. Welborn E. 7011 Second Ave. Spokane, WA 99206 Location: The proposal is located in the Spokane Valley east of Flora Road approximately 600 ft. and adjacent and south of Mission Ave.; Section 18, Township 25N, Range 45 EWM., Spokane County, Washington Comprehensive Plan: URBAN History: This preliminary plat was approved by the Hearing Examiner Committee in October 1979. The Hearing Examiner Committee has granted two one -year time extensions, 1981 and 1982. Since that time the preliminary plat has been sold to Larry Guthrie, the new sponsor. Progress towards finalizing this preliminary plat has been made; as, the surveying is complete, some of the concrete slabs have been removed and some of the engineering have been completed for the road plans and profiles. Proposal: The new sponsor is requesting a change -of- condition (a redesign to add two lots) of the preliminary plat approval to divide 4.7 acres into 13 lots for single - family dwellings and to change the zoning on the 4.7 acres from Agricultural to R -l. The sponsor is also requesting an extension of time. II. SPECIAL INFORMATION Regarding the extension of time, the Planning Department is recommending that all preliminary plat approvals be brought into conformance with RCW 58.17 regarding the amount of time allowed before a preliminary plat must be finalized. State law currently allows a preliminary. plat three (3) years (without any new conditions) and allows one extension of time for one year, if the sponsor requests the additional year; however, this 4th year may have new conditions added. Regarding the change -of- condition, a minor redesign of the preliminary plat where two (2) lots are added, the proposed change reduces the lot frontage to 80 feet which is the frontage needed for the R -1 zone approved for this 69 STAFF REPORT, April 7, 1983 PE 1345 II. SPECIAL INFORMATION (cont'd) plat. The square footage of the lot size is above the R -1 minimum (10,000 sq. ft.). Staff finds the proposed change to be appropriate considering the URBAN Category and that the site is within the Priority Sewer Service Area, as it is considered "fill -in" development. Note, the lot line shift now eliminates the Barn lot to Lot 1, Block 1 which will eliminate the non- compatible use in the R -1 zone of large animal- keeping as a non - conforming use. The proposal is found to be minor regarding any increase in impacts to the environment and a SEPA Checklist was not required since this proposal is determined to be exempt. No other additional conditions of approval are being recommended by the remaining departments. III. CONDITIONS PLANNING CONDITIONS 1. Those conditions already attached to the preliminary plat of record, except as amended. 2. That the preliminary plat be given conditional approval for three (3) years to May 1, 1986. 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 a time extension is not requested in a timely manner or a time extension is not granted, then the preliminary plat approval is NULL & VOID. 70 r� 71 Mont 18 AUGUSTA 183 184 185 186 MISSION 197 198 199 200 201 It I 1:100 72 To From Form 327 -C.R. Bob McCann, Plat Inspector BMc /set OFFICE OF COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Inter- office Communication Spokane County Subdivision Administrator r er__ Date Subject PE 1345 -79 Carpenter's Addition - Change of Condition March 7 , 1 9 83 The County Engineer's Department has no new additional conditions to add at this hearing. We are requesting that the original "Conditions of Approval" and those added at subsequent extension of time hearings be made applicable to this change of condition request. Inter - office Communication To • Spokane County Subdivision Adr. from Bob McCann, Plat Inspector BMc /set Form 327 -C.R. OFFICE OF COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Date Subject PE 1345 - Carpenter's Addition - Change of Condition March 7 19 83 The County Engineer's Department has no new additional conditions to add at this hearing. We are requesting chat the original "Conditions of Approval" and those added at subsequent extension of time hearings be made applicable to' this changh of condition request. June 24, 1982 Findings & Order A. INTRODUCTION SPOKANE COUNTY HEARING EXAMINER COMMITTEE FINDINGS AND ORDER This matter having come before the Spokane County Subdivision Hearing Examiner Committee on June 24, 1982 and the members of the Committee present being Jerry Williams, Chairperson, Lynn Tennican and Ken Kennedy. B. PROPOSAL The sponsor, Eric Carpenter, is requesting approval of an Extension of Time PE- 1345 -79, CARPENTER'S ADDITION and Zone Change ZE- 220 -79, Agricultural to R -1 for subdivision of 4.7 acres into 11 lots for single - family dwellings, and there being present, the following applicant or representative: No one C. FINDINGS OF FACT That the provisions of RCW 43.21C (The State Environmental Policy have been complied with. 2. That the proper legal requirements for advertisement have been fulfilled. 3. That the owners of adjacent lands expressed neither proval of the proposed Extension of Time. 4. That the information in the STAFF REPORT was considered. 5. That the sponsor indicates progress has been made, but that due to current economic conditions more time is needed to finalize this plat. D. SPECIAL EXPLANATION OR CONTINGENCIES APPLICABLE TO THIS EXTENSION OF TIME APPROVAL: 1. Those conditions as listed in the June 24, 1982 STAFF REPORT. 1 Ale No. PE- 1345 -79 Carpenter's Addition Act) of the Agenda Item approval nor disap- June 24, 1982 Findings & Order By ORDER The Hearing Examiner Committee pursuant to the aforementioned, finds that the application of PE- 1345 -79, CARPENTER'S ADDITION and ZE- 220 -79 Agricul- tural to R -1, for an Extension of Time is hereby APPROVED to July 1, 1983. Motion by: Tennican Seconded by: Kennedy Vote: 3 - 0 Jerry Williams - aye Lynn Tennican - aye Ken Kennedy - aye ATTEST: JOHN NUNNERY Subdivision Admi left nistrator DATE:` wts /Z`1- )9B.g FO1 -G /b / 2 9Ie No. PE- 1345 -79 Carpenter's Addition RING EXAMINER COMMITTEE PE-1345-79r Z&22079 • TO: FROM: RE: II SPECIAL INFORMATION No additional conditions of approval are being recommended by the various departments. III. CONDITIONS SR -B4 /b SPOKANE COUNTY SUBDIVISION BEARING EXAMINER COMMITTEE SPOKANE COUNTY PLANNING DEPARTMENT STAFF EXTENSION OF TIME for PRELIMINARY SUBDIVISION AND ZONE RECLASSIFICATION PE- 1345 -79, CARPENTER'S ADDITION ZE- 220 -79 AGRICULTURAL to R -1 A. SPONSOR: 455 -8024 Eric Carpenter W. 11 40th Avenue Spokane, WA 99203 STAFF REPORT June 24, 1982 SURVEYOR /ENGINEER: 926 -5959 Eugene Welborn E. 7011 2nd Avenue Spokane, WA 99206 B. LOCATION: The proposal is located in the Spokane Valley east of Flora Road approximately 600 ft. and adjacent and south of Mission; within Section 18, Township 25N, Range 45 EWM, Spokane County, Washington. C. COMPREHENSIVE PLAN: URBAN (approved prior to plan adoption) D. HISTORY: This proposal was given preliminary plat approval in October 1979. April of 1980 a "change -of- condition" request was Denied and upheld by the Board of County Commissioners at appeal for approval for Residential Manufactured Home zoning approval for the preliminary plat instead of R -1. One Time Extension was granted June 1981. The sponsor indicates the survey is completed and their engineer is working on the road and curbs to be completed next spring. The current economic conditions and high interest rates are the reason for the delay in final- izing this preliminary plat. E. PROPOSAL: The sponsor is requesting an "extension of time" of the preliminary plat approval to divide 4.7 acres into 11 lots for single - family dwellings and to change the zoning on the 4.7 acres from Agricul- tural to R -1. The sponsor is, therefore, requesting a time extension to July 1, 1983. If approval is granted, the following conditions are recommmended. PLANNING DEPARTMENT 1. Those conditions already attached to the preliminary plat of record. 2. That a time extension be granted to July 1, 1983. 9 TO: FROM: RE: SR -B4 /b STAFF REPORT June 24, 1982 SPOKANE COUNTY SUBDIVISION HEARING EXAMINER COMMITTEE SPOKANE COUNTY PLANNING DEPARTMENT STAFF EXTENSION OF TIME for PRELIMINARY SUBDIVISION AND ZONE RECLASSIFICATION PE- 1345 -79, CARPENTER'S ADDITION ZE- 220 -79 AGRICULTURAL to R -1 A. SPONSOR: 455 -8024 Eric Carpenter W. 11 40th Avenue Spokane, WA 99203 SURVEYOR /ENGINEER: 926 -5959 Eugene Welborn E. 7011 2nd Avenue Spokane, WA 99206 B. LOCATION: The proposal is located in the Spokane Valley east of Flora Road approximately 600 ft. and adjacent and south of Mission; within Section 18, Township 25N, Range 45 EWM, Spokane County, Washington. C. COMPREHENSIVE PLAN: URBAN (approved prior to plan adoption) D. HISTORY: This proposal was given preliminary plat approval in October 1979. April of 1980 a "change -of- condition" request was Denied and upheld by the Board of County Commissioners at appeal for approval for Residential Manufactured Home zoning approval for the preliminary plat instead of R -1. One Time Extension was granted June 1981. The sponsor indicates the survey is completed and their engineer is working on the road and curbs to be completed next spring. The current economic conditions and high interest rates are the reason for the delay in final- izing this preliminary plat. E. PROPOSAL: The sponsor is requesting an "extension of time" of the preliminary plat approval to divide 4.7 acres into 11 lots for single - family dwellings and to change the zoning on the 4.7 acres from Agricul- tural to R -1. The sponsor is, therefore, requesting a time extension to July 1, 1983. II SPECIAL INFORMATION No additional conditions of approval are being recommended by the various departments. III. CONDITIONS If approval is granted, the following conditions are recommended. PLANNING DEPARTMENT 1. Those conditions already attached to the preliminary plat of record. 2. That a time extension be granted to July 1, 1983. 9 AGENDA, June 24, 1982 - SU. VISION HEARING EXAMINER COMM. ' .. 9 A.M. (or as soon thereafter as possible) ' PRELIMINARY 'SUBDIVISION - EXTENSION OF TIME (cont.) 3. PN- 1284 -79, GLENEDEN 5TH ADDITION page 3 ZN -33 -79 AGRICULTURAL to R -1 SPONSOR: 489 -6262 SURVEYOR /ENGINEER: 487 -1658 Provincial Properties, Inc. Sargent, Ramer & Associates & Glencrest Dev., et.al. N. 10115 Newport.Hwy. N. 9221 Division Spokane, Washington 99208 Spokane, Washington 99218 LOCATION: The proposal is located in the northern portion of Spokane County east of and adjacent PSH #3 (U.S.Highway 395) south of Glencrest Drive and north of Elto Avenue; within Section 32, Township 27N, Range 43 EWM, Spokane County, Washington COMPREHENSIVE PLAN: URBAN (approved prior to plan adoption) PROPOSAL: The sponsor is requesting an "extension of time" of the preliminary plat approval to divide 29.41 acres into 66 lots for single - family dwellings and to change the zoning on the 29.41 acres from Agricul- tural to R -1: CARPENTER'S ADDITION page 4 AGRICULTURAL to R -1 SPON OR: 455 -8024 SURVEYOR /ENGINEER: 926 -5959 Eric Carpenter Eugene Welborn W. 11 40th Avenue E. 7011 2nd Avenue Spokane, WA 99203 Spokane, WA 99206 LOCATION: The proposal is located in the Spokane Valley east of Flora Road approximately 600 ft. and adjacent and south of Mission; within Section 18, Township 25N, Range 45 EWM, Spokane County, Washington. COMPREHENSIVE PLAN: URBAN (approved prior to plan adoption) PROPOSAL: The sponsor is requesting an "extension of time" of the preliminary plat approval to divide 4.7 acres into 11 lots for single - family dwellings and to change the zoning on the 4.7 acres from Agricultural to R -1. 5. PE- 1373 -80, SNOOPY'S 2ND ADDITION page 5 ZE -71 -80 AGRICULTURAL to. R-1 SPONSOR: 928 -1991 SURVEYOR /ENGINEER: 922 -1300 Robert Fogg Inland Pacific Engineering E. 12929 Sprague E. 12720 Nora Avenue Spokane, Washington 99216 Spokane, Washington 99216 LOCATION: The proposal is located in the Spokane Valley east and adjacent Adams Road and adjacent and south 10th Avenue extended and approximately 600 ft. north of 12th Avenue; within Section 23, Township 25N, Range 44 EWM, Spokane County, Washington COMPREHENSIVE PLAN: URBAN (approved prior to plan adoption) PROPOSAL: The sponsor is requesting an "extension of time" of the preliminary plat approval to divide 1.1 acres into 3 lots for single - family dwellings and to change the zoning on the 1.1 acres from Agricultural to R -1. Inter- office Communication To Spokane County Planning Department From Bob McCann, Plat Inspector Subject Extension of Time Hearing Scheduli June 24, 1982 An extension of time hearing has been scheduled for the below- listed Preliminary Plats. A review of the files for those underlined indicates that the County Engineer requested that the plats be made subject to the provisions of Spokane County Board of Commission- ers 80 -1592 as amended. This was to be done in May, 1981 as a part of the annual admin- istrative review for each plat. Please review your files to confirm the addition of this condition. If they are not subject to the referenced resolution, please add this condition at the hearing scheduled June 10, 1982. Those plats not underlined have had the appropriate condition attached at public hearing. form 327 -C.R. BMc /set OFFICE OF COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Columbia Park Replat #4 - 1170C Glenpark Addition - 1282 Gleneden 5th Addition - 12E4 Carpenter's Addition Snoopv's 2nd Addition - 73 Nakata's Seven Mile Estates - 1376 Wittkopp's Seven Mile Estates - 1377 Date ' May 28 1 82 TO: FROM: SUBJECT: Gentlemen: 1 SPOKANE COUNTY COURT HOUSE PN- 1282 -78, ZN- 31 -79, 2. PN- 1284 -79, ZN -33 -79 Location: Proposal: Action: al Gary Kennaly 3 COPIES Engineer's Office INTEROFFICE MAIL C lint PLANNING DEPARTMENT BROADWAY CENTRE BUILDING - N 721 JEFFERSON STREET PHONE 456-2205 SPOKANE, WASHINGTON 99260 June 26, 1981 Board of County Commissioners Steve Horobiowski, Plat Administrator Subdivision Hearing Examiner Committee Actions of June 25, 1981 On June 25, 1981 the Subdivision Hearing Examiner Committee met at 9:00 A.M. to consider three Time Extensions, one Time Extension with a Change of Condition and one preliminary subdivision. Following are the applications in sequence and the action taken by the Committee. If not appealed, these decisions are final 10 calendar days after Findings and Order have been signed. Findings and Order signed on June 26, 1981. Hearing Examiner Committee Board members were: Kenneth Kennedy - Chairman, Kathy Carstens and John Culler. Glenpark Addition - Aspaas - Time Extension Agricultural to Agricultural Suburban Location: In the northern portion of Spokane County, NE of intersection of Antler and Division Roads. Section 5 -28 -43 Proposal: 79.08 acres into 20 lots for single family dwellings Action: Approval - Unanimous Additional Conditions: As per Staff Analysis Gleneden 5th Addition - Provincial Properties,Inc. & Glencrest Development, et al - Time Extension In the northern portion of Spokane County east of and adjacent to PSH #3 (U.S.Highway 395) south of Glencrest Drive and north of Elto Avenue. Section 32 -27 -43 29.41 acres into 66 lots for single family dwellings Approval - Unanimous Conditions: As per Staff Analysis PE- 1345 -79, Carpenter's Addition - Carpenter - Time Extension ZE- 220 -79, ' Agricultural to R -1 Located in the Spokane Valley east of Flora Road approximately 600 feet and adjacent to and south of Mission Section 18-25-45 Proposal: 4.7 acres into 11 lots for singel family dwellings Action: Approval - Unanimous Additional Conditions: As per Staff Analysis A. INTRODUCTION SPOKANE COUNTY HEARING EXAMINER COMMITTEE FINDINGS AND ORDER This matter having come before the Examiner Committee on June 25, 1981 and the members of the Committee present being Kenneth Kennedy, Chairperson, Kathy Carstens and John Culler. B. PROPOSAL The sponsor, Eric Carpenter, is requesting approval of an Extension of Time and Zone Change, PE- 1345 -79, Carpenter's Addition and ZE- 220 -79, Agricultural to R -1 for subdivision of 4.7 acres into 11 lots for single family dwellings and there being present, the following applicant or representative: NONE File IN' PE= 1345 -79 ZE- 220 -79 C. FINDINGS OF FACT 1. That the provisions of RCW 43.21C (The State Environmental Policy Act) have been complied with. 2. That the proper legal requirements for advertisement of the Agenda Item have been fulfilled.. 3. That the owners of adjacent lands expressed neither approval nor dis- approval of the proposed Extension of Time. 4. The following are additional findings of fact considered by the Hearing Examiner Committee: a) That reasonable progress towards finalization of this Plat has been, made and economic considerations are valid reasons for not filing this plat. D. SPECIAL CONDITIONS OR CONTIGENCIES APPLICABLE TO THIS EXTENSION OF TIME APPROVAL: I. Those conditions already attached to the preliminary plat of record and also conditions attached to Staff Analysis dated June 25, 1981. E. ORDER The Hearing Examiner Committee, pursuant to the aforementioned, finds that the application of Eric Carpenter for an Extension of Time, and Zone Change as described in the application should be Approved. Motion by: Culler Seconded by: Carstens File N PE- 1345 -79 ZE- 220 -79 Vote: Unanimous to Approve ATTEST: WALLIS D. HUBBARD Planning Director • By: /7:66(.- f l Date: C ) //,e> ( / /QS/ 2 HEARING EXAMINER COMMITTEE Chairperson J Lt/ AGENDA, June 25, 1981 TELEPHONE: 456 -2205 SPOKANE COUNTY PLANNING SUBDIVISION HEARING EXAMINER COMMITTEE TIME: Thursday, June 25, 1981 - 9:00 A.M. (Item #1C on Morning Agenda) PLACE: Broadway Centre Building, 2nd Floor N 721 Jefferson, Spokane PRELIMINARY SUBDIVISION AND ZONE RECLASSIFICATION - EXTENSION OF TIME PE- 1345 -79, CARPENTER'S ADDITION ZE- 220 -79, AGRICULTURAL TO R -1 a. Location: The proposal is located in the Spokane Valley east of Flora Road approximately 600 feet and adjacent to and south of Mission. b. Legal Description: Section 18, Township 25N, Range 45 EWM That portion of land being in the NW 1/4 of Section 18, being Lot 6 of Bacon's Addition to Green - acres in Spokane County, as recorded in Book J, Page 15, and on file in Spokane County Auditor's Office in Spokane County, Wash. c. Sponsor: Eric Carpenter W 11 40th Avenue Spokane, WA. 99203 d. Surveyor: Eugene Welborn E 7011 2nd Avenue Spokane, WA. 99206 e. Site Size: Approximately 4.7 acres f. Number of Lots: 11 g. Proposed Land Use: Single Family Dwellings h. Existing Zoning: Agricultural i. Proposed Zoning: R -1 j. Water Source: Consolidated Irrigation District #19. k. School District: Central Valley #356 1. Method of Sewage Disposal: Individual on -site septic tanks m. Environmental Impact: A proposed declaration of non - significance (a preliminary decision,which may be reversed, that an environmental impact statement, an EIS, is not needed) has been administratively issued. This insures the applicant of a timely processing of his /her proposal at the time of the public hearing. BUT, a major purpose of the public hearing is to afford the opportunity to present the decision makers with information as to whether or not a potential SIGNIFICANT ADVERSE impact upon the physical environment will result from implementation of the proposal, thus resulting in the need for an EIS. However, all "extensions of time" and most "change of conditions" are exempt from the provisions of SEPA; check with the Planning Department staff if uncertainty exists. n. Applicant is requesting a Time Extension until July 1, 1982. - 3 - 1- ' .inw1 Atef ti•••••• ji iit --I it tes � i • .•e.10 rr^•ti:n!..u.se•. , Sa. :sre:w MEP •_ • •'fjRt111V1L`LW'IMISlam M. xrf:1'r'VM• ST OFFI 1 N 0441 IA AVE V ALL E. wA n3 PE- 1345 -79 At DO AVE 11,59 BOO NE •117 AvE. moo` • r 7E[ PO49 t7 7 0 EL 1 187 188 :fe9 190 IS &Greenocres Sc ([lernehtar••' m C AI@4AG STAFF. ANALYSIS - JUNE 25, 1981 PE- 1345 -79, CARPENTER'S ADDITION ZE- 220 -79 AGRICULTURAL TO R -1 PRELIMINARY SUBDIVISION AND ZONE RECLASSIFICATION - EXTENSION OF TIME I. GENERAL INFORMATION A. History 1 The project was approved in October 1979. The sponsor indicates that some drafting has been made towards finalization of the plat. Also, that the economic situation does not warrant developing the lots for new houses at this time. Therefore he is requesting a Time Extension until July 1, 1982. B. Location II. SPECIAL INFORMATION Spokane Valley, east of Flora Road approximately 600 feet and adjacent to and south of Mission Avenue. C. Proposal - 4.7 acres subdivided into 11 lots for single family use ▪ Lot frontage = 96 feet - Lot sizes = 10 lots at 13,152 sq.ft. and 1 lot at 26,304 sq.ft. A. Circulation The County Road Engineer has not recommended any new conditions, only those conditions already attached to the preliminary plat of record, but have indicated this project is subject to the provisions and fee scheduling of the Engineer's Department as adopted by the Spokane Board of County Commissioners on December 22, 1980. B. Sewage Disposal Subject to specific application approval and issuance of permits by the Health Officer, each lot is authorized the use of individual on -site sewage systems. C. Drainage The County Engineer reports that the final construction plans must be reviewed and approved prior to the filing of the final plat. D. Water Supply The proposal is located within the recorded service area of Consolidated Irrigation District #19. E. Fire Protection The proposal is situated within the recorded service area of Fire Protection District #1. - 38 - STAFF ANALYSIS - June 25, 1981 CARPENTER'S ADDITION - continued F. Schools The proposal lies within the boundaries of Central Valley School District 11356. III. CONDITIONS: If approval is granted, the following conditions are recommended. PLANNING DEPARTMENT 1. Those conditions already attached to the preliminary plat of record. 2. That the project sponsor is responsible for requesting a time extension to review any preliminary plat approval. All extensions applied for may subject the project sponsor to new conditions required by Reviewing Agencies. 2 - 3C - 3. That a time extension be granted to July 1, 1982. ENGINEER'S DEPARTMENT 1. The proposed plat is subject to the Spokane Board of County Commissioners Resolution 1180 -1592, as amended. UTILITIES DEPARTMENT 1. Pursuant to the Board of County Commissioners Resolution No. 80 -0418, the use of on -site sewer disposal systems is hereby authorized. This authorization is conditioned on compliance with all rules and regulations of the Spokane County Health District and is further conditioned and subject to specific application approval and issuance of permits by the Health District. 2. The owner, his heirs and successors shall join and participate in any petition or resolution which purpose is the formation of a utility local improvement district (ULID) pursuant to RCW Chapter 36.94, as amended. The owner, his heirs and successors shall further agree not to oppose or protest any legal assessments for any utility local improvement district (ULID) established pursuant to RCW Chapter 36.94, as amended. 3. Any water service for this project shall be provided in accordance with the Coordinated Water System Plan for Spokane County. 4. Each dwelling unit shall be double plumbed for connection to future areawide collection systems. AGENDA, June 25, 1981 TELEPHONE: 456 -2205 SPOKANE COUNTY PLANNING SUBDIVISION HEARING EXAMINER COMMITTEE TIME: Thursday, June 25, 1981 - 9:00 A.M. (Item #1C on Morning Agenda) PLACE: Broadway Centre Building, 2nd Floor N 721 Jefferson, Spokane PRELIMINARY SUBDIVISION AND ZONE RECLASSIFICATION - EXTENSION OF TIME PE- 1345 -79, CARPENTER'S ADDITION ZE- 220 -79, AGRICULTURAL TO R -1 a. Location: The proposal is located in the Spokane Valley east of Flora Road approximately 600 feet and adjacent to and south of Mission. b. Legal Description: Section 18, Township 25N, Range 45 EWM That portion of land being in the NW 1/4 of Section 18, being Lot 6 of Bacon's Addition to Green - acres in Spokane County, as recorded in Book J, Page 15, and on file in Spokane County Auditor's Office in Spokane County, Wash. c. Sponsor: Eric Carpenter W 11 40th Avenue Spokane, WA. 99203 d. Surveyor: Eugene Welborn E 7011 2nd Avenue Spokane, WA. 99206 e. Site Size: Approximately 4.7 acres f. Number of Lots: 11 g. Proposed Land Use: Single Family Dwellings h. Existing Zoning: Agricultural i. Proposed Zoning: R -1 j. Water Source: Consolidated Irrigation District #19 k. School District: Central Valley #356 1. Method of Sewage Disposal: Individual on -site septic tanks t. Environmental Impact: A proposed declaration of non - significance (a preliminary decision,which may be reversed, that an environmental impact statement, an EIS, is not needed) has been administratively issued. This insures the applicant of a timely processing of his /her proposal at the time of the public hearing. BUT, a major purpose of the public hearing is to afford the opportunity to present the decision makers with information as to whether or not a potential SIGNIFICANT ADVERSE impact upon the physical environment will result from implementation of the proposal, thus resulting in the need for an EIS. However, all "extensions of time" and most "change of conditions" are exempt from the provisions of SEPA; check with the Planning Department staff if uncertainty exists. n. Applicant is requesting a Time Extension until July 1, 1982. - 3 - • '°'aaf Inn ♦4 ' s e 00 14 Ph ST OFFI ••••! x"f: lr YMe AC. 4.68 A' DO 'AVE 600 NE .net li tvt i tate AV( u 2 2 a 1 N D1/.V IA AYF $ +[_ VALLL'- INAY �. w "I ....r l .. .':. ..:.1.OLISIS iii 4 r 1 MAIN _ 0; "I "; 4-: L'has ^. !4 Itn'SL' •, r r` • f' F - Av E. c111 204, Z 0 EL.P000 187 186 4 89 190 191 &Greenocres Sc (Eleme$ltort." 8 1 Inter - office Communication To Spokane County Planning Department (1 From County Englit QC' S 11)T% Subject Pit_ 13.* t_ C2 C A2 E _N 5 MA it t D ,v The above referenced plat has been scheduled for an "Extension of Time Hearing" on SuNr= a5 OFFICE OF COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Date II e 9 19 , 1910. The County Engineer's Department has reviewed the plat and finds that the "Conditions for Approval" which were required by the Spokane County Hearing Examiner and /or the Board of County Commissioners are still applicable and should be required as a condition in granting the extension of time. The proposed plat shall be subject to the provisions of Spokane County Board of County Commissioners Resolution 80 -1592, as ammended. OFFICE OF COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Date SUHt c { 19 Fl I Inter- office Communication To Spokane County Planning Department From County Engineer's Denartment______RQwI Subject se _ t3 C C ps2?eNN:cC2 5 atdci\ The above referenced plat has been scheduled for an "Extension of Time Hearing" on �u NF 2 S , 19/5 The County Engineer's Department has reviewed the plat and finds that the "Conditions for Approval" which were required by the Spokane County Hearing Examiner and /or the Board of County Commissioners are still applicable and should be required as a condition in granting the extension of time. The proposed plat shall be subject to the provisions of Spokane County Board of County Commissioners Resolution 80 -1592, as ammended. Inter - office Communication To Spokane County Planting Department From County Engineer's Department (4'►i Form 327 -C.R. OFFICE OF COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Date OLtoloe t , 19 gD subjece_Et 1345 CAove nice ris Add'rk A) The above referenced plat has been scheduled for an "Extension of Time Hearing" on � cXA 'se r 30 , 19 V0 . The County Engineer's Department has reviewed the plat and finds that the "Conditions for Approval" which were required by the Spokane County Hearing Examiner and /or the Board of County Commissioners are still applicable and should be required as a condition in granting the extension of time. AN addvtaounL CoKdwiea w■olck ROP ds As cot4) S Ske tact be Raked. i. The dec.t.3 6vet d Fe vro ?osed. Plat Shat\ b6 30 "9 Form 327 -C.R. OFFICE OF COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Date O LtobEft 10 1 19 80 Inter- office Communication • To Spokane County Planning Department From County Engineer's Department Subject Pc 134' CgRQe hire r2s Add'rF \ on) The above referenced plat has been scheduled for an "Extension of Time Hearing" on IJ CAber 30 , 19 %'0 The County Engineer's Department has reviewed the plat and finds that the "Conditions for Approval" which were required by the Spokane County Hearing Examiner and /or the Board of County Commissioners are still applicable and should be required as a condition in granting the extension of time. AN add :t100AL co•Lawke %OWCt� Re,pds As ceklot..DS 56 be Aa.%4. t. The Aestu speed Fa the propose& e1a-1 Stmt■ be 30 rno): 80 0803 BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON FINDINGS AND ORDER REGARDING A CHANGE OF CONDITION TO ESTABLISH RESIDENTIAL MOBILE HOME ZONING INS 1 IF T ItIGINAL REQUEST FOR SINGLE - FAMILY RESIDENTIAL ZONING OR PE- 1345 -79, IARPENTER'S ADDITION AND ZE- 220 -79, AGRICULTURAL TO RES : :: HOME. WHEREAS, The Spokane County Subdivision Hearing Examiner Committee did, after public hearing on April 25, 1980, take action by motion that the "Change of Condition" from Agricultural to Residential Mobile Home regarding the preliminary plat to be known as Carpenter's Addition (File No. PE- 1345 -79) be Denied; and WHEREAS, Eric Carpenter, did by letter dated May 1, 1980, request a hearing before the Board of County Commissioners to present evidence and testimony against the decision of the Hearing Examiner to deny the above described "Change of Condition ", and WHEREAS, The Board of County Commissioners did hold a public hearing on June 2, 1980, to consider the Findings and Order of the Hearing Examiner and testimony and request of the plat sponsor, objectors and other interested parties; and WHEREAS, At said hearing, opportunity was afforded those favoring and those opposing the above described "Change of Condition ", the Board of County Commissioners of Spokane County, having fully considered the testimony given, the Findings and Order of the Hearing Examiner, the environmental checklist, and all other evidence pre- sented, and further having personally acquainted themselves with the site and vicinity in question, does hereby adopt the finding of fact of the Hearing Examiner Committee. Attached hereto and incorporated herein by reference items 2 -9 only were generally valid and sufficient and makes these additional findings: 1. That the applicant did not, at the public hearing, before the Board of County Commissioners, present any evidence or testimony showing "any change in conditions" since the property was approved to the Single - Family Residential zone on or about October 26, 1979, to warrant the sponsor's request to the Residential Mobile Home zone. 2 The Spokane County Planning Commission, with the administrative support of the Planning Department, is in the process of updating and amending the provisions of the Residential Mobile Home Zone to bring the provisions of the zone to current standards. PE- 1345 -79, Carpenter's Addition NOW, THEREFORE, The Board of County Commissioners does conclude that the "Change of Condition" regarding a preliminary plat known as Carpenter's Addition should be and hereby. is DENIED. ATTEST: By: 3. The present Residential Mobile Home Zone allows lots having densities which are inconsistent with the Agricultural zoned properties in the vicinity of the site (This finding recognizes that the already proposed site contains platted lots having greater square footage than residential mobile homes; however, the Board feels that the approval of even these larger sized lots for residential mobile homes would set a precedence for residential mobile homes in the area for residential mobile homes in general)! DATED THIS. VERNON W. OHLAND Clerk o Board The foregoing Findings were adopted by a majority vote of the Board of Spokane County Commissioners as follows: Larned aye Christensen aye Kopet / y Rosa e Montague, Clerk of the B - 2 - 1980. BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON tame: Eric Carpenter Address: N/A Tearing Date: APPEAL REQUEST FORM Th. hE BOARD OF COUNTY COti'iIS., ONERS (Please Print) Appeal Feu - $75.00 Zone Reclassification Number: ZE- 220 -79 Date of Hearing Examiner Committee Action: 4/25/80 Signature: :‹cc` Signature of Authorized Representative: OFFICE USE ONLY t N/A PIA.. fl Today's Date 5/1/80 Address: E. 17322 Mission Ave Creenacres, WA Zip Code: 99016 Home Phone: 455 -8024 Eusiness Phone: Hearing Examiner Committee Action Being Appealed Title: Change of Condition Preliminary Subdivision Number: PE- 1345 -79 TOUR REASONS FOR APPEAL The Hearing Examiner Committee denied the change (Single Family Residen- tial to Residential Mobile Home) because they felt "there is plenty of available land for mobile homes at the present time and this zone change does alter the character of that particular neighborhood." In fact, the Committee should not be concerned with the economic consideration of land availability for a particular use, and since other mobile homes exist throughout the area the request should have been granted. 42opies to: Planning Engineers Environmental Health : ee Received: Check /4 •Cash Receipt Number `-' yj'</ A. INTRODUCTION SPOKANE COUNTY HEARING EXAMINER COMMITTEE FINDINGS AND ORDER PE- 1345 -79 ZE- 220 -79 This natter having collie before the Examiner Committee on April 25, 1980 and the members of the Committee present being Eldon Thomas, Chairman, Jane Myers and Ted McCoury and the Committee having personally visited the site of the proposal. 8. PROPOSAL The sponsor, Eric Carpenter is requesting approval of a Change of Condition, PE- 1345 -79, Carpenter Addition and ZE- 220 -79, Agricultural to Residential , Mobile Home for subdivision of 4.7 acres into 11 lots for single family dwellings and /or mobile homes and there being present the following applicant: C. FINDINGS OF FACT ERIC CARPENTER 1. That the existing land use in the area has an existing residence with a chicken farm. 2. That the Comprehensive Plan designates this area as residential usage 3. That the existing zoning of the property described in the application is Agricultural. 4. That the provisions of RCW 43.210 (The State Environmental Policy Act) have been complied with. 5. That the proper legal requirements for advertisement of the Agenda Item have been fulfilled. 6. That the land in this area is unsuitable for the proposed use, or uses within the proposed Zone Reclassification. 7. That the proposed use is .incompatible with existing uses in the area. 8. The Hearing Examiner Committee finds the proposed use is detrimental to the general purpose or otherwise harmful to the public health, safety and welfare. 9. That the owners of adjacent lands expressed disapproval of the proposed use. 10. The following is an additional finding of fact considered . by the Hearing Examiner Committee: 1 D. ORDER By: a. East of Barker Road there is plenty of available land for mobile homes at the present time and this zone change does alter the character of that particular neighborhood. The Hearing Examiner Committee, pursuant to the aforementioned, finds that the application of Eric Carpenter, PE- 1345 -79, Carpenter Addition and a Zone Change as described in the application should be denied. Motion by: McC Vote: 1 -2 Denial ATTEST: JIM MANSON Acting Director 2 Seconded by: Myers HEARING EXAMINER COMMITTEE PE- 1345 -79 ZE- 220 -79 Chairman 1 017 J 'Q , Yjf c— (.UuiLei(/ AGENDA: April 25, 1980 TELEPHONE: 456 -2205 SPOKANE COUNTY PLANNING SUBDIVISION HEARING EXAMINER COMMITTEE TIME: Friday, April 25th, 1980 9:00 a.m. (Item #3 Morning Agenda) PLACE: Broadway Centre Bldg, Second Floor North 721 Jefferson, Spokane PRELIMINARY SUBDIVISION AND ZONE RECLASSIFICATION - CHANGE OF CONDITION PE- 1345 -79, CARPENTER'S ADDITION ZE- 220 -79, AGRICULTURAL TO RESIDENTIAL MOBILE HOME a. Location: The proposal is located in the Spokane Valley east of Flora Road approximately 600 feet and adjacent to and south of Mission. b. Legal Description: Section 18, Township 25N, Range 45 EWM That portion of land being in the NW 1/4 of Sec. 18, being Lot 6 of Bacon's Addition to Greenacres in Spokane County as,recorded in Book J, page 15, and on file in Spokane County Auditor's Office in Spokane County, Washington. c. Sponsor: Eric Carpenter West 11 40th Avenue Spokane, WA 99203 d. Surveyor: Eugene Welborn East 7011 Second Avenue Spokane, WA 99206 e. Site Size: Approximately 4.7 acres f. Number of Lots: 11 g. Proposed Land Use: Single Family Dwellings and /or Mobile Homes h. Existing Zone: Agricultural i. Proposed Zoning: Residential Mobile Home j. Water Source: Consolidated Irrigation District #19 k. School District: Central Valley #356 1. Methodof Sewage Disposal: Individual on -site septic tanks m. Environmental Impact: A topic of discussion at this Hearing may be adequate information to assess the adverse Environmental Impacts of the proposal. The State Environmental Policy Act _ WAC 197 -10 -530 (2) pro- vides that: "...in the event that the further investigations authorized by this section do not provide information reasonably sufficient to , assess any potential adverse environmental impacts of the proposal, an EIS shall be prepared." n. This subdivision received approval for 11 single family lots on 4.7 acres in October of 1979. The sponsor is now requesting a Change of Condition that would retain the same number of lots, but would allow for single family dwellings and /or residential mobile home use within this plat. -6 A :DO "AVE BOO N E HF7 • 6 T OFFI PA I , _ — simaaatil lWMla tww1i.1? .c:• f. " i.•llyrt #' K 1l.". `2=1 turaSe.f.W.'I W ..a! VAL L! A& . 204! k EL.P000 187 188 -189 190 1 °1 Sn vicv Re. 1 6' 1 AV E. ALDWIN A t7 z O reenocrer Sly (Elementary, • STAFF ANALYSIS - APRIL 25, 1980 PE- 1345 -79, CARPENTER'S ADDITION ZE- 220 -79, AGRICULTURAL TO RESIDENTIAL MOBILE HOME PRELIMINARY SUBDIVISION AND ZONE RECLASSIFICATION - CHANGE OF CONDITION I. GENERAL INFORMATION A. Location The proposal is located in the Spokane Valley east of Flora Road approximately 600 feet,and adjacent to and south of Mission. B. History The Hearing Examiner Committee approved the preliminary plat of Carpenter's Addition and zone change to Single Family Residential on October 26, 1979. The approval was for 4.7 acres into 11 . lots for single family dwellings. C. Proposal The sponsor's representative Clifton L. Ells, has requested a Change of Condition to allow for Residential Mobile Home Zoning within the originally approved preliminary plat design. In consideration of this revision, he is requesting that Condition #13 of the Hearing Examiner Findings and Order allowing Single- Family zoning be changed to allow Residential Mobile Home zoning. The proposed change to Residential Mobile Home zoning would allow those uses permitted within the Agricultural Suburban which could include duplexes, animal keeping and home occupations. II. ZONING ANALYSIS The site is currently zoned Agricultural as is most of the surrounding properties. Platting activities in the area have been limited as most of the lots have been created through segregations, although the recent plat approvals have been rezoned to either Single Family on the smaller lots or Agricultural Suburban on lots which are 1 acre or larger in size. The closest Residential Mobile Home zone would be located approximately 1/2 mile south of the proposal located in the vicinity of Alki and Corbin Road, called Kathrine's Subdivision which was approved in 1970. To the northeast of the proposal along Barker Road and north of the Spokane River there is Residential Mobile Home zoning within Barker Road Mobile Home Addition and the River Rose Trailer Park. Within the immediate vicinity the major use would be large lot residential with scattered residential mobile homes. If the Hearing Examiner Committee does approve of the change of condition, the planning staff would recommend additional conditions such as elimination of animal keeping except household pets and the elimination of duplex uses and home occupation within the plat. III. SPECIAL INFORAMTION A. Circulation -6B- STAFF ANALYSIS - PE- 1345 -79, CARPENTER'S ADDITION B. Sewage Disposal The Health District has reviewed the Change of Condition and recommended the addition of two additional conditions to the Findings and Order and an amendment to Condition No. 10. IV. CONDITIONS If approval is granted, the following conditions are recommended. 1. Those conditions as contained in the Findings and Order of the Hearing Examiner Committee dated October 26, 1979 for Carpenter's Addition (PE- 1345 -79) with amendments and additions as follows. 2. Amend Condition. #13 to read... "That upon filing of the final plat, the zoning be reclassified to Residential Mobile Home with duplexes prohibited, no animal keeping other than household pets and no home occupations within the plat." 3. AmendCondition.No. 10 to read: "Subject to specific application approval and issuance of permits by the Health Officer, each lot is authorized the use of individual on -site sewage systems. 4. No. 31: "Prior to filing the final plat, sponsor shall demonstrate to the Health Officer that the existing sewage system on Lot 1, Block 1 is wholly within the Lot 1, Block 1." 5. No. 32: "Prior to preliminary and final plat approval, the design and method of wastewater disposal must be reviewed and approved by the Director of Utilities, Spokane County." 6. That the preliminary plat be given conditional approval until May 1, 1981. 7. C on+ ■T;o&, ' Mo ProTest Lk.LZ.D. For Sven so ye s hexes a„.,J- ass:�VS 1 cr. The county Road Engineer has examined the proposed Change of Condition and has not required any new conditions. Ck12. - dle.- Scit. olt Q dLu Ar 20-0 e xTe 'To P \o,k14Uowade: - 6C - Subdivision Hearing Examiner Committee Actions (Contd.) 3. PE- 1295A -79, Moen 3rd Addition to Greenacres - Schultz - Time Extension ZE- 75 -79, Agricultural to Agricultural & Agricultural Suburban or R -1 Location: In the Greenacres area of the Spokane Valley at the NW corner of 4th Avenue and Greenacres Road. Proposal: 2.9 acres into 8 lots for single family dwellings Action: Approval - Unanimous Additional Condition: - Prior'to final plat approval, the design and method of wastewater disposal must be reviewed and approved by the Director of Utilities of Spokane County. 4. PN- 1367 -80, Green Hollow - Main ZN- 38 -80, Agricultural to R -1 Location: North of Spokane, adjacent to and north of Waikiki Road and east of Waikiki Court. Proposal: 8.9 acres into 18 lots for single family dwellings Action: Approval - Unanimous Additional Conditions: - An approved Slash Predisposal Plan and Forest Practice application will be necessary prior to issuance of building permits. - Prior to preliminary and final plat approval, the design and method of wastewater disposal must be reviewed and approved by the Director of Utilities of Spokane County. 5. PN- 1370 -80, Morgan Acres Industrial Park - Clark % Hume ZN- 55 -80, Agricultural to Restricted Industrial Location: In the Garden Homes Addition, west of Regal Street and north of Lincoln Road in north Spokane Proposal: 5.2 acres into 9 lots for industrial warehouses Action: Approval - Unanimous Additional Conditions: - That the proposed uses shall comply with the pro- visions and restrictions of the Restricted Industrial Zone Classification. - That the proposal shall comply with the North Spokane Com- prehensive Sewer plat requirements, - That the existing structures be removed prior to issuance of a building permit except for office building on Lot 7, Block 1, as designated on preliminary plat of record. - That a sight - obscuring fence be constructed along the southern - --,boundary along residential uses only.. 6! PE-1345 -79, Carpenter's Addition - Carpenter - Change of Condition KZE- 220 -79, Agricultural to Residential Mobile Home Location: Proposal: Action: Reason: 2 In the Spokane Valley east of Flora Road approximately 600 feet and adjacent to and south of Mission Change zoning to RMH for single family dwellings and /or mobile homes Denial - 2 -1 East of Barker Road there is plenty of available land for mobile homes at the present time and this zone change does alter the character of that particular neighborhood. SPOKANE COUNTY HEARING EXAMINER COMMITTEE FINDINGS AND ORDER A. INTRODUCTION This matter having come before the Examiner Committee on October 26, 1979, and the members of the Committee present being Kenneth Kennedy Chairperson, Eldon Thomas and John Culler. B. PROPOSAL The sponsor, Eric Carpenter, is requesting approval of a preliminary plat and zone change, PE-1345 -79, Carpenter's Addition and ZE- 220 -79, Agricultural to Single Family Residential for subdivision of 4.7 acres into 11 lots for single family dwellings and there being present, the following applicant or representa- tive: ERIC CARPENTER C. FINDINGS OF FACT 1. That the existing land use in the area is residential and farmland. 2. That the Comprehensive Plan designates this area as compatible. 3. That the existing zoning of the property described in the application is Agricultural. 4. That the provisions of RCW 43.21C (The State Environmental Policy Act) have been complied with. 5. That the proper legal requirements for advertisement of the Agenda Item have been fulfilled. - 1 No. PE- 1345 -79 ZE- 220 -79 RECEVVEU ZZPOKAMI COUNTY KUIUINIp1'. 1 NOV- 71979 e No. PE- 1345 -79 ZE- 220 -79 6. That the land in this area is suitable for the proposed use, or uses within the proposed Zone Classification. 7. That the proposed use is compatible with existing uses in the area. 8. The Hearing Examiner Committee finds the proposed use is not detrimental to the general purpose or otherwise harmful) to the public health, safety, and welfare. 9. That the owners of adjacent lands expressed neither approval nor dis- approval of the proposed use. D. SPECIAL CONDITIONS OR CONTIGENCIES APPLICABLE TO THIS SUBDIVISION APPROVAL: 1. That the plat be designated as indicated on the preliminary plat of record and /or attached sheets as noted. 2. That a statement be placed in the dedication to the effect that no more than one dwelling unit be placed on any one lot, nor shall any lot be further subdivided for the purposes of creating additional lots or building sites without filing a replat. 3. That appropriate street names be indicated. 4. That appropriate utility easements be indicated on copies of the approved preliminary plat for distribution to the Planning Department and the utility companies. Written approval of the easements by the utility company must be received prior to the submittal of the final plat. 2 F No. PE- 1345 -79 ZE- 220 -79 5. That the plan for water facilities adequate for fire protection be approved by the water supplier and fire protection district. Said water plan must also have been approved by the appropriate health authorities. The health authorities, water supplier (purveyor), and fire protection district will certify, prior to the filing of the final plat, on the face of said water plan that the plan is in conformance with their requirements and will adequately satisfy their respective needs. Said water plan and certification will be drafted on a transparency suitable for reproduction. The purveyor will also certify prior to the filing of the final plat on a copy of said water plan that appropriate contractual arrangements have been made with the plat sponsor for construction of the water system, in accordance with the approved plan, and in accordance with a time schedule. The time schedule will provide, in any case, for completion of the water system and inspection by the appropriate health authorities prior to application for building permits within the plat. The contractual arrangements 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 plat dedication will contain a statement to the effect that the public water system as approved by County and State Health authorities and the local fire district and purveyor will be installed within this plat, and the subdivider will provide for individual domestic water service as well as fire protection to each lot 6. That a certificate of the filing of the final prior to sale of each lot. title be furnished the Planning Department prior to plat. 3 7. That the preliminary plat be given conditional approval to November 1, 1980. 8. That a declaration of Non - Significance be issued, in accordance with Section 11.15.340 of the Spokane County Environmental Ordinance (SCEO) prior to approval, or any approving action in accordance with SCEO 11.15.340. NOTE: The official file contains an environmental checklist for the proposal and a staff review of their checklist as required by WAC 197 -10 -320. 9. That a name be indicated before the final plat is filed; such name to be approved by the County Assessor and the Planning staff. 10. That each lot be authorized for the use of individual on-site sewage . disposal systems. 11. Prior to filing of the final plat, the sponsor shall present evidence that the plat lies within the recorded service area of the proposed water district. Special Conditions 12. That the provisions of SEPA'S NOTICE OF ACTION pursuant to 43.21C.080 RCW and the Board of County Commissioner's Resolution No. 77 -1392 be accomplished by the project applicant within thirty (30) days of formal action by the Hearing Examiner Committee, with regard to the preliminary plat approval; as instructed by the Planning Department staff. 13. That upon filing of the final plat, the zoning be reclassified to Single Family Residential (R -1). 14. That the project sponsor is responsible for requesting an extension of time to review any preliminary plat approval. All extensions applied for may subject the project sponsor to new conditions required by Reviewing Agencies. 4 le No. PE- 1345 -79 + ZE- 220 -79 15. That the Hearing Examiner Committee sustain the issuance of a proposed Declaration of Non - Significance and recommends issuance of a final Declaration of Non - Significance. 16. That a public water system serviced by Consolidated Irrigation District #19, and including fire flows, serve each lot prior to the sale of the lot. 17. That the plat dedication contain the statement: "Use of private wells and water systems is prohibited. 18. 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. 19. 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. 20. 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. 21. 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. PE- 1345 -79 ZE- 220 -79 e No. PE- 1345 -79 ZE- 220 -79 22. 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. 23. All construction within the existing or proposed public right -of -way is to be completed prior to filing plat or a bond in the amount estimated by the County Engineer to cover the cost of construction of improvements, construction certification, As Built" plans, and monumenting the street centerlines shall be filed with the County Engineer. 24. No direct access from lots to stub road connections until such roads are constructed to County standards and established as County roads. 25. That appropriate provision be made that the following described property be held in trust until the continuation of the streets be dedicated or deeded. A 1 foot strip at the ends or edges of all streets that terminate or border the plat boundary. (Temporary cul de 'sacs are required when streets terminate at the plat boundaries.) 26. No direct access be allowed from lots to Mission Avenue except for existing dwellings. 27. Existing County roads providing direct access to the plat shall be paved and /or curbed to the standards of the County Engineer; curbed on plat side of road. 28. That all public roads within the plat be curbed and /or paved to the specifications of the County Engineer. 29. That sidewalks are required along the arterial(s) on Mission Avenue. 6 No. PE- 1345 -79 ZE- 220 -79 30. Public Road Standard TYPICAL Roadway Section: Section Number 1 For Mission Avenue Minimum Paving width Secondary Arterial Stds. Section Number 2 For Interior Streets Minimum Paving width Urban Residential Stds. E. ORDER The Hearing Examiner Committee, pursuant to the aforementioned, finds that the application of Eric Carpenter for a preliminary plat, Carpenter's Addition and a zone change as described in the application should be approved. Motion by: Thomas Seconded by: Culler Vote: Unanimous ATTEST: FRED L. DAYHARSH Planning Director By: 7 HEARING EXAMINER COMMITTEE c Chairman Plat Hearing Examiner Committee Actions (Contd.) lmf 9. ( PE- 1345 -79 Car enter's Addition - Carpenter ricultural to R -I Location: East of Flora Road approximately 600 ft. and adjacent and south of Mission Proposal: 4.7 acres into 11 lots for single family dwellings Action: Approval - Unanimous Hearing adjourned 4:30 p.m. October 30, 1979 - 9:00 A.M. 1. PS- 1343 -79, Anderberg Airpark - Anderberq Location: Located between Spokane and Spangle. The site is bounded on the west by Highway 195 and on the north by the eastward extension of Paradise Road and Stentz Road. The south boundary is approximately 100 ft. north of the eastward extension of Stutler Road. Proposal: 203 acres into 69 lots for runway and landing field with single family homes adjacent to runway, aircraft parking or hangars(PHASE I) Action: Denial - 2 -1 Reasons: Incompatible with surrounding agricultural uses and large acreage parcels and farm uses surrounding property. Also the adverse impacts as described in the Environmental Impact Statement concerning fire, schools, police and utilities. Hearing adjourned: 4:05 p.m. If further information is desired, contact Wally Hubbard or Paul Jensen at 456 -2205. WH /dj CC: Planning Commission Mailing List -3 AGENDA, October 26, 1979 TELEPHONE: 456 -2205 SPOKANE COUNTY PLANNING SUBDIVISION HEARING EXAMINER COMMITTEE TIME: PLACE: PRELIMINARY SUBDIVISION AND ZONE RECLASSIFICATION PE- 1345 -79, CARPENTER'S ADDITION ZE- 220 -79, AGRICULTURAL TO R -1 a. Location: The proposal is located in the Spokane Valley east of Flora Road approximately 600 feet and adjacent to and south of Mission. b. Legal Description: Section 18, Township 25N, Range 45 EWM That portion of land being in the NW of Sec 18, being Lot 6 of Bacon's Addition to Greenacres in Spokane County as recorded in Book J, page 15, and on file in Spokane County Auditor's Office in Spokane County, Washington c. Sponsor: d. Surveyor: e. f. 9• h. j. k. m. Friday, October 26, 1979 - 1:30 P.M. (Item #3 on Broadway Centre Building, Second Floor North 721 Jefferson, Spokane Eric Carpenter West 11 40th Avenue Spokane, WA 99203 Eugene Welborn East 7011 Second Avenue Spokane, WA 99206 Approximately 4.7 acres 11 Single family dwellings Agricultural R -1 Consolidated Irrigation District #19 Central Valley #356 Individual on- site tanks Environmental Impact: A topic of discussion at this Hearing may be adequate information to assess the adverse Environmental Impacts of the proposal. The State Environmental Policy Act WAC 197 -10 -530 (2) provides that: "...in the event that the further investigations authorized by this section do not provide information reasonably sufficient to assess any potential adverse environmental impacts of the proposal, an EIS shall be prepared." Site Size: Number of Lots: Proposed Land Use: Existing Zoning: Proposed Zoning: Water Source: School District: Method of Sewage Disposal: 9 Afternoon Agenda) T OFFI MAIN AV(. u z i 71 r73 PE -1345 -79 MISSiQN x ,83 �e4 85 �e6m= -T.iwala* nL'R.wa . v vw. aa•' ^i:rias 1 -o rl AV E. . t ;,t`' %Et . 204, O 2 O EL.P000 197 iee -1e9 190 121 _ Greenocres Sr' , (Clernehtary) STAFF ANALYSIS - October 26, 1979 PE- 1345 -79, CARPENTERS ADDITION - NOTE: POSSIBLE NAME CHANGE NEEDED ZE- 220 -79, AGRICULTURAL TO SINGLE FAMILY RESIDENTIAL (R -1) PRELIMINARY SUBDIVISION AND ZONE RECLASSIFICATION I. GENERAL INFORMATION A. Location The proposal is located in the Spokane Valley east of Flora Road approximately 600 feet and adjacent to and south of Mission Avenue. B. Proposal 4.63 acres subdivided into 11 lots for single family use Lot frontage = 96 Lot size = 10 lots at 13,152 sq. ft. and 1 lot at 26,304 sq. ft. C. Relationship to the Comprehensive Plan The approved map of the Comprehensive Plan indicates residential usage of this area, as well as all nearby surrounding lands, with no density designation. D. Land Use Analysis: 1. Existing Land Uses The land use map indicates the proposed site as having an existing residence while the remainder of the property is used as a chicken farm. The general vicinity contains a mixture of land uses ranging from residential development to farming -type activities. The site is bounded to the north, southeast, and west by scattered residential uses, cultivated lands and animal keeping. To the south of the proposed site, Flora Addition was approved with a typical lot size of 21,600 sq. ft. To the north is Baldwins Acres, typical lot size is 36,000 sq. ft. Northeast of the site is Scott and Weiler Addition which was approved with a typical lot size of 27,500 sq. ft. To the east are: Janke Addition, typical lot size from 10,500 to 17,500 sq. ft.; Upper Columbia Addition, typical lot size of 19,000 sq. ft.; and Bullets Addition, typical lot size from 11,200 to 12,425 sq. ft. The proposed lot sizes within Carpenters Addition are approximatley 13,000 sq. ft. 2. Compatibility with Existing Land Uses The sponsor has proposed eleven single family lots on approximately 4.63 acres. The proposed lot sizes are generally compatible with some tax segregations and past approved subdivisions in the area, namely Janke Addition, located to the east and Hulletts Addition located further east. This proposal would seem to be consistent with past decisions in the area which have allowed for smaller residential lots south of Mission. -96 - STAFF ANALYSIS - October 26, 1979 CARPENTERS ADDITION - continued II. SPECIAL INFORMATION A. Circulation The County Road Engineer has examined the proposed preliminary plat and finds the circulation system basically acceptable. B. Sewage Disposal The applicant's engineer has prepared posal means; including on -site septic sewage lagoon. For economic reasons, alternative, the applicant's engineer utilized. an analysis of alternative sewage dis- tank disposal, treatment plant and and to provide the most realistic feels on -site septic tanks should be The Spokane County Health District has authorized the use of individual on -site sewage systems for each lot within the plat. The plat is situated over the Spokane Valley Aquifer and the Health District in their examination of the possible impact on groundwater quality from this proposal have the following comments: Impact Discussion a. The plat sponsor has proposed 11 lots on 4.7 acres with a typical lot size of 96 feet by 137 feet. Each lot is to be served by a public water system and its individual on -site sewage disposal system. This raises the question of significance of the impact on the groundwater in the area and possible alternatives for sewage disposal. b. In the course of the conduct of the Army Corps study, Dr. Todd considered typical soils, natural and sewage disposal recharge to the groundwater, and the effect of continued urban development in the Spokane River Valley upon the quality of the groundwater. In summary, he concluded that: 1. In normal precipitation years subsurface disposal of sewage treatment effluent does reach and recharge the groundwater. 2. All the dissolved salts in sewage effluent will be carried to the groundwater. However, bacteria and detergents (phosphate portion) are mostly removed by the deep soil layer above the groundwater and "minor dissolved constituents such as phosphates, which are known to react with soil particles, or nitrates, which are taken up by the plant roots," will be less than the total found in septic tank effluents. 3. The calculated results at the downstream end of groundwater flow line indicate that the maximum range of (dissolved) solids concentration expected at present (1975) is up to 93 mg /1 (milligrams per liter) above the natural groundwater background of 155 mg /1. The forecast year 2020 maximum incremental concentration is 101 mg /1 above the natural background. - - - The analytical results of the forecast impact of year 2020 when compared with the present impact, both measured in terms of leachate volume and dissolved solids concentration, indicate that the present impact on groundwater quality is already a substantial proportion of the ultimate level. -9C - STAFF ANALYSIS - October 26, 1979 CARPENTERS ADDITION - continued c. Currently, results of chemical analysis show the total nitrogen content of the groundwater as in the range of .89 to .94 ppm. A projected incremental increase using Dr. Todd's expected 8.6 percent would result in a range of .952 to 1.02 ppm. Current Federal and State drinking water standards permit up to 10 ppm. d. Alternative sewage disposal methods that would not recharge the ground- water have the following general characteristics: C. Drainage D. Water Supply 1. Collector and central treatment systems discharging to surface waters would require at least tertiary treatment and perhaps more to obtain a permit for the discharge from the Department of Ecology. These systems are not currently economically available for this project. 2. Sealed systems, whether individual or community, depend on evaporation for liquid removal. These systems require more land area than a conventional subsurface drainfield. Some, such as lagoons, have safety hazards associated with them and relatively poor community acceptance. Land, installation and operational cost are generally more expensive than those for septic tanks and drainfields. The County Engineer reports that the preliminary storm drainage plan submitted by the applicant indicates that on -site storm drainage provisions will adequately handle surface water runoff. However, final construction plans should be reviewed and approved by both the County Engineer and Health District prior to the final plat filing. The proposal is located within the recorded service area of Consolidated Irrigation District #19. The District advises the staff that adequate system capacity, and a desire on their part to serve, exists for the provision of water for domestic, fire and irrigation uses. E. Fire Protection The proposal is situated within the recorded service area of Fire Protection District #1. The Fire District staff requests that the Hearing Examiner Committee require • mains and hydrants of sufficient size for fire protection as a condition of final plat approval. The District also requests that they be allowed to review and approve final fire flows and water plans. F. Schools Proposal lies within the boundaries of Central Valley School District #356. -9D- STAFF ANALYSIS - October 26, 1979 CARPENTERS ADDITION - continued G. Parks The report "Planning for Parks" (revised 1976) indicates that a neighborhood park located on 7 acres and an elementary school situated on 10 acres would best service the needs of the residents in the area. H. Unique Environmental Features None have been indentified. I. Cultural Resources None have been indentified. III. ZONING ANALYSIS The site is currently zoned Agricultural, as is most of the surrounding properties. Platting activities in the area have been limited as most of the lots have been created through segregations although, the recent plat approvals in the area have been rezoned to either: Single Family Residential on the smaller lots; and Agricultural Suburban on lots which are larger than 1 acre in size. The sponsor has requested a zone upgrade to the Single Family Residential zone, which would be consistent with past decisions. 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. Slight adverse environmental impacts were identified on the checklist in the following categories: earth; air; water; flora; fauna; noise; light and glare; land use; population; housing; transportation /circulation; public services; utilities; and energy. The Planning Director issued a proposed Declaration of Non - Significance, and it was circulated to other agencies of jurisdiction. V. CONDITIONS: If approval is granted, the following conditions are recommended. 1. That the plat be designated as indicated on the preliminary plat of record and /or attached sheets as noted. 2. That a statement be placed in the dedication to the effect that no more than one dwelling unit be placed on any one lot, nor shall any lot be further subdivided for the purposes of creating additional lots or building sites without filing a replat. 3. That appropriate street names be indicated. -9E- STAFF ANALYSIS - October 26, 1979 CARPENTERS ADDITION - continued 4. That appropriate utility easements be indicated on copies of the approved preliminary plat for distribution to the Planning Department and the utility companies. Written approval of the easements by the utility company must be received prior to the submittal of the final plat. 5. That the plan for water facilities adequate for fire protection be approved by • the water supplier and fire protection district. Said water plan must also have been approved by the appropriate health authorities. The health authorities, water supplier (purveyor), and fire protection district will certify, prior to the filing of the final plat, on the face of said water plan that the plan is in conformance with their requirements and will adequately satisfy their respective needs. Said water plan and certification will be drafted on a transparency suitable for reproduction. The purveyor will also certify prior to the filing of the final plat on a copy of said water plan that appropriate contractual arrangements have been made with the plat sponsor for construction of the water system, in accordance with the approved plan, and in accordance with a time schedule. The time schedule will provide, in any case, for completion of the water system and inspection by the appropriate health authorities prior to application for building permits within the plat. The contractual arrangements 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 plat dedication will contain a statement to the effect that the public water system as approved by County and State Health authorities and the local fire district and purveyor will be installed within this plat, and the subdivider will provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot. 6. That a certificate of title be furnished the Planning Department prior to the filing of the final plat. 7. That the preliminary plat be given conditional approval to November 1, 1980. 8. That a declaration of Non - Significance be issued, in accordance with Section 11.15.340 of the Spokane County Environmental Ordinance (SCEO) prior to approval, or any approving action in accordance with SCEO 11.15.340. NOTE: The official file contains an environmental checklist for the proposal and a staff review of their checklist as required by WAC 197 -10 -320. 9. That a name be indicated before the final plat is filed; such name to be approved by the County Assessor and the Planning staff. 10. That each lot be authorized for the use of individual on -site sewage disposal systems. 11. Prior to filing of the final plat, the sponsor shall present evidence that the plat lies within the recorded service area of the proposed water district. -9F- STAFF ANALYSIS - October 26, 1979 CARPENTERS ADDITION - continued Special Conditions 12. That the provisions of SEPA'S NOTICE OF ACTION pursuant to 43.21C.080 RCW and the Board of County Commissioner's Resolution No. 77 -1392 be accomplished by the project applicant within thirty (30) days of formal action by the Hearing Examiner Committee, with regard to the preliminary plat approval; as instructed by the Planning Department staff. 13. That upon filing of the final plat, the zoning be reclassified to Single Family Residential (R -1). 14. That the project sponsor is responsible for requesting an extension of time to review any preliminary plat approval. All extensions applied for may subject the project sponsor to new conditions required by Reviewing Agencies. 15. That the Hearing Examiner Committee sustain the issuance of a proposed Declaration of Non - Significance and recommends issuance of a final Declaration of Non - Significance. 16. That a public water system serviced by Consolidated Irrigation District #19, and including fire flows, serve each lot prior to the sale of the lot. 17. That the plat dedication contain the statement: "Use of private wells and water systems is prohibited. 18. 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. .,20. 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. 21. 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. 22. 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. 23. All construction within the existing or proposed public right -of -way is to be completed prior to filing plat or a bond in the amount estimated by the County Engineer to cover the cost of construction of improvements, construction certification, "As Built" plans, and monumenting the street centerlines shall be filed with the County Engineer. -9G- STAFF ANALYSIS - October 26, 1979 CARPENTERS ADDITION - continued 24. No direct access from lots to stub road connections until such roads are constructed to County standards and established as County roads. 25. That appropriate provision be made that the following described property be held in trust until the continuation of the streets be dedicated or deeded. A 1 foot strip at the ends or edges of all streets that terminate or border the plat boundary. (Temporary cul de 'sacs are required when streets terminate at the plat boundaries.) 26. No direct access be allowed from lots to Mission Avenue. GXt p t e cts - ti . n , STt.kctLA r2. '27. Existing County roads providing direct access to the plat shall be paved and /or curbed to the standards of the County Engineer; curbed on plat side of road. 28. That all public roads within the plat be curbed and /or paved to the specifications of the County Engineer. 29. That sidewalks are required along the arterial(s) on Mission Avenue. 30. Public Road Standard TYPICAL Roadway Section: Section Number 1 For Mission Avenue Minimum Paving width Secondary Arterial Stds Section Number 2 For Interior Streets Minimum Paving width Urban Residential Stds. 1. c. Cnoy...*er- (xi tt do t ANI 42-it a pF ues'( - i o,-r S 4# Aloeve -9H- 1. x . 3. y cfa <iye rrerc 1 b t 1 c. l' crvv -t a 'I n3 CN.czp L -r2 S (c\ at, -. -1 qLO !o. C _ Mar r.- -7 1 ` 9 cSo1 n( eeto 1nkev.dv Mob3 sL COfliK. F LonA _ uFa -QQ e: 1/3 M% Set. 3en ulsclw)tT/ 6 4 - TO: PLANNING DEPARTMENT FROM: COUNTY ENGINEER'S DEPARTMENT SUBJECT: ROAD CONDITIONS FOR PLAT PE 1345 - CsrpeAfrereS Add:T /an * CONDITIONS LIRCLED APPLY TO PLAT UNDER CONSIDERATION 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 all improve- ments were Installed to the lines and grades shown on the approved construction plans and that all disturbed monuments have been replaced; no construction work Is to be performed within the existing or proposed.Publ lc 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; all 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 est imated by the County Engineer to cover the cost of construction of improvements construction cot- tlon "As Built" plans, and monument1ng the street centerli rtifi shall be filed with the bounty 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; • no direct access from lots to Stub Road connections until such roads are constructed to County Standards and established as County Roads; EIO -road design, construction, and drainage control for 1/2 Right of Ways and Stub Road 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.) E12 -that Individual driveway access permits be required prior to Issuance of a building permit for driveway approaches to the County road system. E13- dedlcatlon of additional Right of Way along additional Right of Way along additional Right of Way along no direct access be allowed from lots to /N /S3 /ie E15 -that a statement be placed In the plat dedication providing tor future slope ease- ments as required by Spokane County along existing County roads providing direct access to the plat shall be paved and /or curbed to the standards of the County Engineer; curbed on plat side of road. that conditional approval of the plat by the County Engineer Is given subject to dedlcatlon 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 tor: 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 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 th'e direction of a 1Icensed Professional Civil Engineer. connections are the responsibility of the Developer; that all public roads within the plat be curbed and /or paved to the specifications of the County Engineer; that sidewalks are required along the arterial(s) on f,s,i0 ✓ 4vemitee Public Road (1) Section (2) Soctlon (3) Section (4) Section OFFICE OF COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON OCTOBER 1E, 1979 Standard TYPICAL Roadway Section Number For AU.5 lON Ave Min Paving width Sesru ArTsRlaI STds Number Forr�� $Trt'e S Min i mum Pavin widt yrhw 1 6 Nr et srds. Number Fol' Minimum Pavin width Number — For Minimum Paving width E20 -that the owner, his grantees and assigns agree to participate In and not oppose or protest a future Road Improvement District or County Road Project on to satisfy the requirements of the County paving polic !his condition may be rescinded If the County Engineer determines that paving and /or curbing Is necessary for control and disposal of storm water runoff; E21 -that the sponsor shall prepare and submit to the County n r State ty Engineer a design proposal intersection. the State State Highway Department approval the r oval of the proposed Highway-County must be Road 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. E22- proposed private road(s) serving lots with: no extension possible; ex tension to serve 8 or less lots; future publ of Way tract; E23 -that private road(s) be Improved to standards adopted by the Board of County Commis- sioners; minimum easement width; minimum Improvement width. E24 -that the following statement be placed In the plat dedlcatlon: WARNING: Spokane County has no responsibility to build, improve, maintain, or other- wise service the private roads contained within or providing service to the property described in this plat. By accepting this plat or subsequently by allowing a building permit to be Issued on property on a private road, Spokane County assumes no obligation for said private road and the owners hereby acknowledge that the County has no obligation of any kind or nature whatsoever to establish, examine, survey, construct, alter, repair Improve, maintain provide drainage or snow removal on a ,riv at road. This requirement Is and shall rn with the land and shall be binding Upon e owner, their lie rs successors or assigns including the obligation to parT1- ,, e in the ,^•nl•'t''-,•�en of the private road as provided heroin. TO: PLANNING DEPARTMENT FROM: COUNTY ENGINEER'S DEPARTMENT SUBJECT: ROAD CONDITAONS FOR PLAT PE 1345 -79 CArpeAt7eR'S 4cld:TisN * CONDITIONS LIRCLED 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 tor 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 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 1Icensed 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 wlthln 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; no construction work is to be performed wlthln 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; all construction wlthln 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 certiflca- tion "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 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; 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 cut de sacs are required when streets terminate at the plat boundaries.) E12 -that Individual driveway access permits be required prior to Issuance of a building permit for 4rlveway approaches to the County road system. E13-dedication of no direct access be allowed from lots to /JI/$SIoN 41/E.Y4 E15 -that a statement be placed In the plat dedlcatlon providing for future slope ease- ments as required by Spokane County along •� (76)-existing County roads providing direct access to the plat shall be paved and /or curbed to the standards of the County Engineer; curbed on plat side of road. OFFICE OF COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON OCTOBER 16, 1979 no direct access from lots to Stub Road connections until such roads are constructed to County Standards and established as County Roads; additional Right of Way along additional Right of Way along additional Right of Way along that all public roads within the plat be curbed and /or paved to the specifications of the County Engineer; that sidewalks are required along the arterial(s) on /JJ /S.S /oeV 4tteA(4 E Public Road Standard TYPICAL Roadway $ectlon (I) Section Number For ,5$$oN aye Minimum Paving width Seceulsr eq filrTe2fef ST01J (2) Section Number Fore sirentsMlnlmum Paving width urbr.al��5�6N�T Srdg. (3) Section Number Fo Minimum Paving width (4) Section Number For Minimum Paving width E20 -that the owner, his grantees and asslgns agree to participate In and not oppose or protest a future Road Improvement District or County Road Project on to satisfy the requirements of the County paving Policy. i ris condition may be rescinded If the County Engineer determines that paving and /or curbing Is necessary for control and disposal of storm water runoff; E21 -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 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. E22- proposed private road(s) serving lots with: no extension possible; ex- tension to serve 8 or less lots; _future pubilcKlght of Way tract; E23 -that private road(s) be Improved to standards adopted by the Board of County Commis- sioners; minimum easement width; minimum Improvement width. - E24 -that the following statement be placed In the plat dedication: WARNING: Spokane County has no responsibility to build, Improve, maintain,' or other- wise service the private roads contained with n 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 r lva road. This repu1rement Is and shall run with land and shall be binding Uigon Thee owner, their heirs successors or assigns including the obligation. to partl- ')O'c In +h n;i ;•,t,.., anr „ o I the private road a5 provided herein. 1 l . !,•;"' • Cctv pi;41-Ps.e 49.1') EXHIBIT A PRELIMINARY PLAT APPLICATION rorm 18 , • • , '../.!4,4IGNATURE BLOCKS (ON PAGES 2 AND 3) MUST BE FILLED IN, IF APPROPRIATE, BEFORE REITIVINIGHil'4H; —....—. Oh OF ETAT ADMINISTRATOR. . , ,, I ., 1,17,00 5r,.:,' i l', . " , 7 111 ,, , Il l i: i n, part I - To be completed by applicant and surveyor . 4 . . J '', ■ 11 , -;,. 1/4 land this Subclivi.sion: if # ' '" ' ' '' '" .., '','''. .. . ,,, bisTANCE..., 1 , , ; „.,,,,' ...... 1, • Z:4*1'.1f,',:fc,,.-i : .. : , t ,,,.. , , . ,,,.. t, , • 6 5 — Acres Total Number 1 i' l rl4P , Oesed density:of the iiat.,.'2';'''' , , ,-;'..; : • - ' ,.,z ; ,, . t sr . :. : . i ,: i ;r: - '' ■-'' r 4: t■.', %)1A( 11 ? t4,yhy t , _ • ;,tt, % J ,,,, rr ,,, I. , ;., , . . -1 ,- „ , , -.Lc:to/ o it ,,,, ' -,, .ik,..,, -.' 1( :. ',, -, .,,..ii .7i . , ..,,.. - ,, . ... .1 ; .; . , :::.4,ii.i. . 44 : .-■;'g, 41:;:::4 I t .f , c5cli 94Airng ' 1 ,44 : '03.11;e::alk4ar ;:ii: epebebr: =`;', //oAtet; . IcOntrolled4ijoining land:;:;',..1,t S!,',1),,e,`?4,aote.;4`.1;.; • i ;i ‘ ,.,,. ;t:i ",',7,t;.•_, 141 0 ,,■• r, , ■,1 14 , ,, ,, ? ,., 14 r ;,. ou,03, t.. ,, 44 th driving ; di stanee4din ' miles to ib th Efire tat at3.on? ' - . :6 ) ' . hig , b 1:14 k I :■ ;• 1 °, I r; ' r- 11; jyr„.•••,•„•,•••••‘, • •• TLNn , ,,,,,,,, • :7 ", tPwctilings 4;t7C)..? , P A roode94),3*(1..Pr.) fis S Id • ra?.t - ; #4 1 ?(1. • 1 Is, 41 1 1 1 ', 4 jfi it:r i y, ',, ' 1 ' ro td c . 4 . 444 r t •••?:', . .,.', ■ ■; 'PH'ttil*:1,1'.V5-.Fi;i4..11,124VJ;Itli::: 4 . 1 C i... 141#1 '.0":...'..10,1 Tr 1/4,!'it..4 ' • ; •• , ,.. 4 `..s, i 4 - 4.; k:spl•,4 ... i eorte .r . : n'• ' " ."'"m'r "; ' 4(;1:“''. ) , , . ■ ort, • 1. yr I, ,, .,..";.i s, \et :, .- . .4jMI:..".....,42, . n• 7 t ";,:':::if , 4 II s l '‘I I -I . i" . : 2 4 ' '' ' ' ' ll i . .C• k i t '• t * i' . i ■ ..,':;''' ' Pr ", . : ,• k • : "%r Ct e O ' , , 7 Pei ,I:fieltuel3zini„,,,f ProP ill the Plat: 1 ' ... ,v :: ,, „..;.. .,-,:,;, ?'' ' L ,. i''' 1 '7 ti ' '' : , ...).....4 1- .P4t;k1V. , :.: -- -,..-- 't: 1 ., . 1 'Y , I,' ie.' .'9F.Ti' '.4,' - ;i''5 1 .• i• 1 : Is': ' • i'' ‘ " ' ‘ • 4 •;” I ‘,, ,t: til 11:i c.',; .' elia:/e. : i. ' . .,:i--.;,,, , -.'",?. ,,,., ..,^ ,1; ', . , °; , , ' , - .' 'lc: ,?4'.,.., tt ' ' ' , ; '', ,`' 4.t in, the'.present;",.,use. •;. be platted? / - SFR. sit ,... t/ /4.C., i 4 1/4Arc List .. type of i .,C4tivate4il:and:' acres. v Pasture: • s:;: ta:crarif - !•liettii , ?”•. - tiiicreeti: - : , :Other: • ' ; ';"'''':' *a viro'PPPia4g $9. Type : • ;- • • *,? . • '; • • -... 4-9 • • i I `4 • . ' • (`‘ f af r - W • I " • Ts**_*!,,,I****,,,***!•**11****• ' 4 4i. id „Te, tikt,, „, ;.• ; 1)0 101219191 to 'fl1Glre ,Plat in itj "1: ;ivy- •• " ,41;'`';'■ : •• r, - • , ' ry ; 'entiretc as proposed will .0:be•iiCeil, ' , .4., To `'.614:imprevement, ti,riirritrecits be constructed”. Gravel ( • • Curb s and ''Gra.ve14%(1/4. .and. Paved). ;Paved 'only Sr . ) „ PepOrihe , of above: • " , What- time/ period expected for complete development of the Plat: /.; etiOe •:•• • ' Street iiiiiiroyemanta Completed,V Ji(F..ogR 4ubstantial number of lots :ocau, litiy.,;014e4.oe S • : • • "" rL::: 4 ) s 2 r 1 :r • - to 1. •' dedicp-t-140!:.afoi?S'In4 for.I)4iilip.:use .(Parks, „, • No.. i.„(><); Descrilni ; ' • ' 4 .V.; .• ;; Indicate"; the ,sime of units propoeed4,0:.tic...Coanripted: Number; of,AedrOome, Qs\ " gatimfoea sale Will buildinge .: be 4J.t on the 'lots .00,9Te..41 Will any • special: deed e 4ctiide4 of lots? No .9). :r• Yea ( , • • 1 , „ ; ' • ‘ ** ******************,* * * * ** **** ******•** *** ******* Indicate the proposed method of sewage clispowil.i: Septic tank .C>C). Lagoon ( ;.., ). _._ t plant ( ). Other, or combinations : (Describe) . .. ). Public system (C No Indicate,, the proposed source of water supply: Individual wells ( Private•coMmunity system (. ' ; . 4i r. . fjci ' (,i': Indicate method of extending service to the lots (Dwellings): Underground utility easements ‘.Overhead utility easements ( ). Utilities in streets 4>'Q. No easements( ). • Indicate the distance from this proposal to the nearest existing water main:- Indicate size of nearest main: inches. - • el 5;0 ; - " e't 0 tail • '•• r ttk#01PC #1444 any declaratjon 9! non Otattlipenikth441Aec PPFJ'4 the abover " swear thet AM 12 the 9020 th, •' fray:;.ectiOns EXHIBIT A 44; PRFJ,IMINARY PLAT•APPLICATION FORM. (Continued)... ," • .,.Q,... - (conti * * **** . ********* t * 70* ** *. * .*. **** * * *•*,** * t 4 At'Li9"' Lii;;411, Atit;;,/,i2tItitilkt?,5c: 6..„6m;tiniis •er 'distri 4 to provide - seryib e::::„.1.:::•771:„..4t ... .fliyi e # .---,,..-..-+-4--'''. Weter: - C.Jr.45se, .- - t#•"*".4,;,..+***,..... **** 4. * .1+004 t* * '0 4 ”. 4 . 4 ***** d *Ski ** t . ... ■ . - , . „I .p.10.,■;j, .t,b1414.t` t•I; gifOrk.k -S. :i i tii,WPS'i ' . ,' t•, ;! ,ays'A,Ossii'•,4y,eilOmpletedp'--the Fietopsstios requested' :';'!.and: tizetteli, • ' ''", ;:smperyieit*ik'.. acOrdazioe5ifith.p.a.4eqeilrieiiientis'oatt Agiti•4:1•4 , ': andAlle- p•' •.:Atiteto ... iii.f,,p.. .4,..., .... ...,:...... .. „ ,:_ ...„,:e../a, .sie iro tt irso c tcf pa:•,,, .1 4.f , • I 4iii•kt 4; 1/4";:." l •Iriir: -.L.., . .:. , ,... .6.: er n ;cm % gif f ' • NOTART;;Er4 •y 4 .11: e * " - • f - 7 :1“ r• , , 4 , , 0.•,+ !. ; • it ,„„ , *OM **** • . , •• • . ' • •*•**11 ****** *** lb Al 11". /4.44;;IiICI:41;1,/GIVIaite4: A l:' f ' !• 1 :t , - Thia•ipabliviedaail : :(iffItOt) ! 'sitliatect , ' within/ . service area: • WI11:1:7eesile3ikg4r14222-4141-14,44aluir'3°413:'11bditit#91; with adeqi IC:.d4na:ts!r;114"1777611;allii-277131.c. 't48 useeV4' , !title 4 ;t3 /12 me4/34 . . :4 / ;41141Lits41•4;•tinly1;***#‘4.11■• 710.41,111,- :„ .,.,.74qt; • iti,i)4t:, t;ee'reo‘leied'iti Health Dietziot.;:.&;- Althl,rdeithipt a.; lth ?:;detriet .0 • ;;V:siiEn4tutio' "4••":.: ) 4. • • ; •Nd/ C 4;/ itc/t . 1.. /, , I II . et.11,"0/ -pay': '4 e • ,,"• • '•••• -4 !" - i : .• l 'Ir : .44% ::' i./: ,. ..: '1,°n . of the - . . t..411;t}js' ., r; '4 . :I .. lqt00'4i tielt 47e..? 4 ' • p::-•- ,,,, . • :. '. .4.4•5, i'.i-,2'•-.:',-•••• staff 404 comp „ 2 .., , ciuire • . ffie . nti;. for. ,pr914.,44741try Ritt."!,,;‘,'Imive (have '*).6) Pecnsjilbisial .i. re `ii' .,.',.jt '..:".::.,":, 1:: ''. ; •.:;..,,;, ;:::: ; ';'• • . ,.,- • ,, "-•:.:••,. 4f. . 4 ,. .: • ': . .'4 . . . r; . '. .. '. • ... ;' 4 • 1, • . . .. . • /: I • '' . ' '' • ... .' / ' ' /,. /. •- /t ';',... t //. ' '''. ;" eignatua-e and title •••• : - L134 4r requirements for 7 ".. !1 ;r 1 2,t;:i ., • • .1: ••••• EXHIBIT A.- PRELIMINARY PLAT APPLICATION. FORM - (Continued) . • • • *** ********* 44***** ***** * ***** * * !i! * .******.* * *** # :part . to be completed by County Engineers Offtce ptelimiharrplati'hate 4 4re.xfsaie;.1'.1..% L •Y 1, - tr. i:' ,...,, 4 - - ' -: : •' . r: • '. • . : . , : ',./. ' ,? : .. .:::. . .. - • 7. ' ...!?'' : i. r.!1:4•. . - ..a10111 I i . J. -; Y ::.?' .., ,..l.:, ;.,,-; ,..'■'; ' '' Cr ' -s .Ailia , .- 1114 a 7 / 4 23/ 1 .fitif il ... , . L . 4. e .and;,, title .*,',., .?,.., ,; ., .... :-:-: '2,::-:.:C,:,:' , . g +hi 'V'' 3 4i; FY .. 1; t E:ILq :.. . 1 q t it 'zitt ; 16 ' t I t E tl: 1 )11 1 : . ' , . : " . \''.. t ; ' ''' ' tt ■‘?:.`y t tE-22'.; e l:4 tc k t tEk , . ....: : - -7:z. i ; -: ; - .7. • j 1C5 ' , IV r.' 1 . • :;;;;'' - " -'2 "I, 'I ./'.. ‘iiki.K41H‘P.L 914:P.ii'llin*-11. IP :I 0 * * 1■,.:0105.,:i,,,,,,i...170, ' i ' .1 2 •'''' 'I 4 . ., •r. , .. ItiiiAle ' ted'.: bySCotinty 7t1...11tiya pt. ,„■• !,,,,i• ... ,'211,..,, si,,,h,A.00.1•2ir'711, ...,../A'..-`-i4 - . ' ,......:- ....“" .. .. . ' , , , „ l'A:4 . 4 2 , 0 , 4 ,,,;,...„. 1 :,'!: 4 ::::!. '','''' . )2 11 ' • :::: 11 .72...,: r, • '2....r.1., :Alf I. ,1 „ .,; .. uP .Y.••• tit' 1., r, pre nary.; • ira..... - ye'. c •,) r :e.: \ :... l 'r,. IW ,. ...t , t ''''.;:)‘•&.; : < " ' '.„ . ■'; " „t.,w -p '''' ,t . ..1 . ,'2. h.- ;.• • ..‘,‘ n .....,!';..... '!.,' : 1 ' . ‘; . b, :., she; 0..../wd,..f.tit1al.'......4.. , - 51,4 o.„, *** " , .--??." k's • s IL '' Department ':Pranninq' artinent information v. , 7. Ar . 1 : • , • ai Pee: r " " .'••• : Date Submitted : sr &4nt':•, Date Accepted 4 . Checklist Fee : • ..• • • • Plat Pile " NO • • • • . • - - Zone Change File N&L Plat Name . I • r Existing., oning 't '" '' " 1 Number f • ' :: i/A l■Ocntionr• Sec: - T.- R -.I ne$ School , • • 7 " 1,1 Hearing ' •*.," rr •••• •.„ Jl Dear Sir: SPOnANE COUNTY COURTHOUSE OFFICE OF COUNTY ENGINEER $ Co °o ROBERT S. TURNER COUNTY ENGINEER SPUB:AA'E ,W1 nnzr.z 3'rox 99260 JrnAJ, 2 /Pa r Subdivision Name: /t'P /ke —N G t'fc 1449 pa i31r 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 Public Works Building North 811 Jefferson Street Spokane, Washington 99260 (509) 456 -3600 DEDICATION PE- 1345 -79 Kriken- Guthrie Addition Proposed Dedication REVISED DECEMBER 05, 1984 Page 1 KNOW ALL MEN BY THESE PRESENTS, that Eric R. Carpenter! and Linda M. Carpenter, husband and wife; Ralph Guthrie and Gertrude Guthrie, husband and wife; and Pacific First Federal Savings and Loan Association; have caused to be Platted into Lots, Blocks and Streets the following described property: All of Lot 6, of BACON'S ADDITION TO GREENACRES as per plat recorded thereof in Volume "J" of Plats at Page 15, and being part of the Northwest Quarter of Section 18 Township 25 North, Range 45 East, Willamette Meridian,' situate in Spokane County, State of Washington; and to be known as KRIKEN- GUTHRIE ADDITION. They do hereby dedicate to public use forever the roads, and public utility easements shown within this plat. Lot 6, Block 1; Lot 7, Block 2; and Lot 2, Block 3 are 1 foot strips and are hereby dedicated to Spokane County as general property to be dedicated for roadway purposes at such time as roads are extended as full width public right -of -ways. An individual driveway access permit, for the approach to the County road system, is required prior to the PE- 1345 -79 Kriken- Guthrie Addition Proposed Dedication REVISED DECEMBER 05, 1984 issuance of a building permit for each lot. No more than one dwelling unit may be placed on any one lot, nor shall any lot be further subdivided for the purpose of creating additional lots or building sites without filing a replat. No direct access will be allowed from lots to Mission Avenue except for existing dwellings. Subject to specific application approval and issuance of permits by the Health Officer, the use of individual on -site sewage disposal systems may be authorized. All lots within this subdivision shall be double plumbed for connection to future area wide sewer collection system. The owners of ALL LOTS within this subdivision shall be held responsible for obstructing and artificially collecting or discharging all natural or man -made drainage flow across or adjacent to their property. The property owner or his representative shall inform each succeeding purchaser of all drainage easements on the property and his responsibility for maintaining drainage facilities within said easements. Spokane County does not accept the responsibility of maintaining the drainage courses or drainage pipes on private lots within drainage easements or flood plain areas Page 2 R PE- 1345 -79 Kriken- Guthrie Addition Proposed Dedication REVISED DECEMBER 05, 1984 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. 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 peculation of storm drainage water in the drainage swale as indicated by the grade of adjacent streets. A 10 foot wide utility and drainage easement to be platted as shown hereon lying adjacent to all lot lines for the purpose of installing, operating and maintaining public utilities, and drainage swales and drainage facilities to dispose of runoff is hereby granted. The County of Spokane is hereby granted the right of ingress and egress to all utility and drainage easements adjacent to the public right -of -way. 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; Page 3 PE- 1345 -79 Kriken- Guthrie Addition Proposed Dedication REVISED DECEMBER 05, 1984 method pursuant to RCW Chapter 36.94 which includes the Owner(s) property. PROVIDED, this condition shall not prohibit the Owner(s) or Sucessor(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. The use of private wells and water systems is prohibited. A public water system as approved by County and Statel Health authorities and the local fire district and purveyor will be installed within this plat, and the subdivider will provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot. Subject to Declaration of Covenants filed on the day of , 1984 as Document No. , which by reference are made a part hereof. IN WITNESS WHEREOF the aforesaid owners have hereunto set their hands this day of , 1984. Eric R. Carpenter Linda M. Carpenter Ralph Guthrie Gertrude Guthrie Pacific First Federal Pacific First Federal Savings and Loan Savings and Loan Association Association Page 4 PE- 1345 -79 Kriken- Guthrie Addition Proposed Dedication REVISED DECEMBER 05, 1984 ACKNOWLEDGEMENT: STATE OF WASHINGTON) )ss, On this day of , 1984, before me personally appeared Eric R. Carpenter and Linda M. Carpenter, husband and wife, known to me to be the individuals that executed the within and foregoing instrument and acknowledged said instrument to be the free and voluntary act of said individuals for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my seal the day and year last above written. Notary Public in and for the State of Washington, residing at ACKNOWLEDGEMENT: STATE OF WASHINGTON) )ss, On this day of , 1984, before me personally appeared Ralph Guthrie and Gertrude Guthrie, husband and wife, known to me to be the individuals that executed the within and foregoing instrument and acknowledged said instrument to be the free and voluntary act of said individuals for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my seal the day and year last above written. Notary Public in and for the State of Washington, residing at ACKNOWLEGEMENT: State of Washington ) ss, On this day of , 1984, before me personally appeared , and known to me to be the and , of Pacific First Federal Savings and Loan Association, a corporation, that executed the within and foregoing instrument and acknowledged said instrument to be the free and voluntary act of said credit union for the uses and purposes therein mentioned, and on oath stated that he /she is authorized to execute the said instrument. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my seal the day and year last above written. Notary Public in and for the State of Washington, residing at Page 5 SPOKANE COUNTY ENGINEER: Examined and approved this SPOKANE COUNTY ASSESSOR: Examined and approved this PE- 1345 -79 Kriken- Guthrie Addition Proposed Dedication REVISED DECEMBER 05, 1984 SPOKANE COUNTY UTILITIES DEPARTMENT: Examined and approved this day of SPOKANE COUNTY PLANNING DEPARTMENT: Examined and approved this day of SPOKANE COUNTY TREASURER: I do hereby certify that all taxes which have been levied. and become chargeable against the land shown within this plat have been fully paid on this day of , 1984 SPOKANE COUNTY HEALTH DISTRICT: Examined and approved this Page 6 day of , 1984. Spokane County Engineer , 1984. Director, County Utilities , 1984. County Planning Dept. Director Spokane County Treasurer day of , 1984. Spokane County Assessor day of , 1984. Spokane County Health Officer SPOKANE COUNTY COMMISSIONERS: This plat was examined and approved by the Commissioners of Spokane County on this day of , 1984. Chairman, County Commissioners SURVEYOR'S CERTIFICATE: This map correctly represents a survey made by me or under my direction in conformance with the requirements of the Spokane County Subdivision Ordinance. J.Ronald Dunsmore, L.S. # 16198 li DEDICATION PE- 1345 -79 Kriken- Guthrie Addition Proposed Dedication REVISED DECEMBER 05, 1984 Page 1 KNOW ALL MEN BY THESE PRESENTS, that Eric R. Carpenter and Linda M. Carpenter, husband and wife; Ralph Guthrie and Gertrude Guthrie, husband and wife; and Pacific First. Federal Savings and Loan Association; have caused to be Platted into Lots, Blocks and Streets the following described property: All of Lot 6, of BACON'S ADDITION TO GREENACRES as per plat recorded thereof in Volume "J" of Plats at Page 15, and being part of the Northwest Quarter of Section 18,i Township 25 North, Range 45 East, Willamette Meridian, situate in Spokane County, State of Washington; and to be known al KRIKEN- GUTHRIE ADDITION. They do hereby dedicate to public use forever the roads, and public utility easements shown within this plat. Lot 6, Block 1; Lot 7, Block 2; and Lot 2, Block 3 are 1 foot strips and are hereby dedicated to Spokane County as general property to be dedicated for roadway purposes at such time as roads are extended as full width public right -of -ways. An individual driveway access permit, for the approach to the County road system, is required prior to the 0 PE- 1345 -79 Kriken- Guthrie Addition Proposed Dedication REVISED DECEMBER 05, 1984 issuance of a building permit for each lot. No more than one dwelling unit may be placed on any one lot, nor shall any lot be further subdivided for the purpose of creating additional lots or building sites without filing a replat. No direct access will be allowed from lots to Mission Avenue except for existing dwellings. Subject to specific application approval and issuance of permits by the Health Officer, the use of individual on -site sewage disposal systems may be authorized. All lots -within this subdivision shall be double; plumbed for connection to future area wide sewer collection system. The owners of ALL LOTS within this subdivision shall be held responsible for obstructing and artificially collecting or discharging all natural or man -made drainage flow across or adjacent to their property. The property owner or his representative shall inform each succeeding purchaser of all drainage easements on the property and his responsibility for maintaining drainage facilities within said easements. Spokane County does not accept the responsibility of maintaining the drainage courses or drainage pipes on' private lots within drainage easements or flood plain areas Page 2 PE- 1345 -79 Kriken- Guthrie Addition Proposed Dedication REVISED DECEMBER 05, 1984 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. 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 peculation of storm drainage water in the drainage swale as indicated by the grade of adjacent streets. A 10 foot wide utility and drainage easement to be platted as shown hereon lying adjacent to all lot lines for the purpose of installing, operating and maintaining public utilities, and drainage swales and drainage facilities to dispose of runoff is hereby granted. The County of Spokane is hereby granted the right of ingress and egress to all utility and drainage easements adjacent to the public right -of -way. 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 • Page 3 PE- 1345 -79 Kriken- Guthrie Addition Proposed Dedication REVISED DECEMBER 05, 1984 method pursuant to RCW Chapter 36.94 which includes the Owner(s) property. PROVIDED, this condition shall not prohibit the Owner(s) or Sucessor(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. The use of private wells and water systems is prohibited. A public water system as approved by County and State Health authorities and the local fire district and purveyor will be installed within this plat, and the subdivider will provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot. Subject to Declaration of Covenants filed on the day of , 1984 as Document No. , which by reference are made a part hereof. IN WITNESS WHEREOF the aforesaid owners have hereunto set their hands this day of , 1984. Eric R. Carpenter Linda M. Carpenter Ralph Guthrie Gertrude Guthrie Pacific First Federal Pacific First Federal Savings and Loan Savings and Loan Association Association Page 4 PE- 1345 -79 Kriken- Guthrie Addition Proposed Dedication REVISED DECEMBER 05, 1984 ACKNOWLEDGEMENT: STATE OF WASHINGTON) )ss, On this day of , 1984, before me personally appeared Eric R. Carpenter and Linda M. Carpenter, husband and wife, known to me to be the individuals that executed the within and foregoing instrument and acknowledged said instrument to be the free and voluntary act of said individuals for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my seal the day and year last above written. Notary Public in and for the State of Washington, residing at ACKNOWLEDGEMENT: STATE OF WASHINGTON) )ss, On this day of , 1984, before me personally appeared Ralph Guthrie and Gertrude Guthrie, husband and wife, known to me to be the individuals that executed the within and foregoing instrument and acknowledged said instrument to be the free and voluntary act of said individuals for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my seal the day and year last above written. Notary Public in and for the State of Washington, residing at ACKNOWLEGEMENT: State of Washington ) ss, On this day of , 1984, before me personally appeared , and known to me to be the and , of Pacific First Federal Savings and Loan Association, a corporation, that executed the within and foregoing instrument and acknowledged said instrument to be the free and voluntary act of said credit union for the uses and purposes therein mentioned, and on oath stated that he /she is authorized to execute the said instrument. IN WITNESS WHEREOF, I have hereunto set my hand and . affixed my seal the day and year last above written. Notary Public in and for the State of Washington, residing at Page 5 SPOKANE COUNTY ENGINEER: Examined and approved this PE- 1345 -79 Kriken- Guthrie Addition Proposed Dedication REVISED DECEMBER 05, 1984 SPOKANE COUNTY UTILITIES DEPARTMENT: Examined and approved this day of SPOKANE COUNTY PLANNING DEPARTMENT: Examined and approved this day of SPOKANE COUNTY ASSESSOR: Examined and approved this SPOKANE COUNTY HEALTH DISTRICT: Examined and approved this Page 6 day of , 1984. Spokane County Engineer , 1984. Director, County Utilities , 1984. County Planning Dept. Director SPOKANE COUNTY TREASURER: I do hereby certify that all taxes which have been levied and become chargeable against the land shown within this plat have been fully paid on this day of , 1984 Spokane County Treasurer day of , 1984. Spokane County Assessor day of , 1984. Spokane County Health Officer SPOKANE COUNTY COMMISSIONERS: This plat was examined and approved by the Commissioners of Spokane County on this day of , 1984. Chairman, County Commissioners SURVEYOR'S CERTIFICATE: This map correctly represents a survey made by me or under my direction in conformance with the requirements of the Spokane County Subdivision Ordinance. J.Ronald Dunsmore, L.S. # 16198 SUB AREA 1 2 3 4 5 6 7 8 9 (max) Area in Acres / Runoff Coefficient .2S . 3 DATE NAME PROJECT BASIN NAME S a # of Sub Areas ; Z OVERLAND:FLOW Cta • L e WOO N a 3 RATIONAL FORMULA PROGRAM INPUT FORM Z2 S DESIGN 0 CHANNEL FLOW L a 21 a • a a a TD. L'V 1/13/84 SUB AREA 1 2 3 4 5 6 7 8 9 (max) -- Ea in Acres /O.5 Runoff Coefficient .6Lc 3 DATE NAME PROJECT BASIN NAME 8 of Sub Areas OVERLAND FLOW. Ct = l� L 2 N • , 3 a n � N = L \. c .RATIONAL FORMULA PROGRAM INPUT FORM DESIGN Q 0 CHANNEL FLOW L Z1 - Z2= B 5 n '1 TD 1/13/84 SUB AREA 1 2 3 4 5 6 7 8 9 (max) Area in Acres fl 6 Runoff Coefficient DATE NAME PROJECT BASIN NAME # of Sub Areas OVERLAND FLOW Ct a /5 Ln i6 i RATIONAL FORMULA PROGRAM INPUT FORM 1 � DESIGN Q CHANNEL FLOW. L Z1 Z2 • N S • TD 1/13/84 SUB AREA 1 2 3 4 5 6 7, 8 9 (max) ) Area in Acres Runoff Coefficient DATE NAME PROJECT BASIN NAME # of Sub Areas OVERLAND FLOW Ct L N a LL 4Afil° RATIONAL FORMULA PROGRAM INPUT FORM DESIGN Q / CHANNEL FLOW L Z1 Z2 • . a • / N B TO a 1/13/84 SUB AREA 1 2 3 •4 5 6 7 8 9 (m 10 Area in Acres y � Runoff Coefficient ,dg DATE NAME PROJECT BASIN NAME: #.of Sub Areas OVERLAND FLOW Ct a /� L a 3 "0 0 N = • 3 S = `0 3 L Q u'r RATIONAL.FORMULA PROGRAM INPUT FORM DESIGN Q CHANNEL FLOW L Z1 a Z2 N B a 5 TD • 1/13/84 DATE = 11-07-84 DESCRIPTION = KRIKEN-GUTHRIE ADDITION SIGHT DISTANCE DESIGN DESIGNER = G. NELSON PROJECT = FE-1343-7' SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = `2"6 GRADE #2 = 2.36 DESIGN SPEED 30 LENGTH OF VERTICAL CURVE 176.799822301 SIGHT DISTANCE 198.89830508 CREST VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = 2.36 GRADE #2 = '"77 DESIGN SPEED 30 LENGTH OF VERTICAL CURVE-22.02320966 SIGHT DISTANCE 198.89830508 SAG VERTICLE CURVE, CALCULATE LENGTH GIVEN DESIGN SPEED GRADE #1 = -.97 GRADE #2 = 1 DESIGN SPEED 30 LENGTH OF VERTICAL CURVE-158.621698358 SIGHT DISTANCE 178.89830508 PROFILE .+01 PI L= 0.000 L/H Pt.- 0"000 @ 0 Grade=-1.990% +25 2119,505 +50 2119.010 +75 • 2118^515 1+00 2118,020 1+25 ' 2117.525 2117,525 1+50 2117.077 2117.030 1+75 2116.724 2116"535 2+00 2116.465 2116.040 2+25 2116^301 2115.545 2+50 2116.231 2115.050 2+50 PI L= 250"000 L/H Pt,=2116,229 2+55.955 Grade= 1"900% 2+75 2116.256 2115.500 . 3+00 2116"375 2115.950 3+25 2116"589 2116"400 3+50 2116.897 2116.850 3+75 2117"300 • 2117,300 4+00 2117,750 2117.750 4+25 2118^165 2118.200 4+50 2118.511 2118.650 4+75 2118"788 2119,100 5+00 2118.996 2119.550 5+25 PI L= 250.000 5+50 5+75 6+00 6+25 6+50 6+75 7+0o 7+25 ' 7+50 7+75 8+00 L/H Pt^=2119"212 2119.203 2119.203 2119.133 2118.994 2118.786 2118.544 2118^301 2118.058 2117.815 2117.573 2117.573 1833.022 2117,330 @ 5+62.4O2 21l9^757 2119.515 2119.272 2119^029 2118.786 Grade= —^971% 8+00 PI L= 50.000 L/H Pt.=2117.573 12'7+74"987 Grade=. PI 2117.330 B+25 979.857 779"857 8+41"75 PI L= 0.000 L/H Pt.= 0.000 @ 0 750 8+41.75 217.750 8+41.75 PI L= 0"000 L/H Pt.= 0.000 @ 0 Grade= 8+41. PI 8+c 21: -^ ' SE��KE��ASSOCIATES Civil neers / Land Su 40 3OO9 Mt. Vernon Suite 101 .4" SPOKANE, WASHINGTON 99203'4775 (509) 534-5272 Spokane County Engineers To N. 811 Jefferouu-_ _ Spokane, Wa. 99260~0170 Attu, Mr. Gary Nelson, P.E. Dikagiao Date Subject LETTER 10/26/84 Kriken - Guthrie Attached please find drainage computations and road plans and -profiles for the roads within said plat. Also included are the curb design computations for matching existing asphalt along Mission Ave. -'Note that Spokane County Standard Curb °Bo was necessary due to the minimum grades along Mission. Also note that the Rational Formula was used for all drainage computations even though some drainage basins (2) exceeded 10 acres in size. Fortunately, Maxwell is in the approximate -location-of .the-low'gmiot-of natural-drainage-within .the-Bacons Addition. Thus, any drainage which exceeds the design capabilitl, of tbe drywella - recommended -will flom into-the natural drainage swale without any impact by increased runoff (see comparison ]?ceseutvs,-fotnze). Tbe -oaoe io true-with-the large flow-along Mission from the east. Any flows exceeding drywell capacity will flow-west along-the low point and-contimue-as always. n Please reply n No reply necessary SIG WHD• 1317 r i , A Mt f $ ,; 4 tr..' • 4,, •-patn.r.,-..„ ‘ l ' .' I - 4 i in . '1.4.44. - 4 f . • ••••-t -, f I I , slif:411 .,,A., Pt t t • 1.4. Llit ;-• 1. ,„;.1-..1,4larb-k. :II St it: Wciri, ; t It; % ',-Ititt ., ., 4 '). sl ,•••• ... •,-. Po ; 4;t..A1 ` ii" 9 ' '' :V c in it . , 15 ,, lis;.; jiti„::„.,:::.4";1:4;;;;4:Inct.:.:7::t it . 4: 4 ; ter...CA • -, - . ' 4 :' .. c ' r .x 6%1 `PP ' — — 7:, ' • to 7...:11 1•" p 7 . .C .._ " 9 ' eb • x93 • • g•If 6 :11 . 011$ 4. •.. -:., ..., i • --r, -- 4 47...• g, ' le... ' tf • ,,,:l 4 Lf- iit - ,.. „. :.. ..,, . xI4 ..(i I . . 4. • • : - • AI: . .., •••• ti . ar-4 ' ••• ' • 214 ' 1■;! ' 04 4 c 4 .x04 r r, , • x A , no. , 4 • ,0 •••C 4, 7 • -.•• tAtirars);..?; • 4 Pt h. . • 1,4 4' - •!••' , . ' A • • ■• it • r ' 4 • .• 1.'4n2 . . •:•a lit • •• • ‘ t 414 ti " Le " • L -. . 't•r" . ot r ,, Acetri , sAim ; ' • • l it • ; r • .' . 4 r ... , t I. a. I i i -i r "i /1 It 1 /9 • - -- L14" tt " , . k bi V e., , .. •Allir, 4 fr . t: ; -! 1 1 itict.,.,;‘ ' r .. . LE' P4 41111.4iHri'')C;I:s 'i r ' ; 0, ', ti - 4. 44 1 i PLAN 4' 2'-o 4lI T t 6x6 -10/10 MESH .� IN BASE SPECIAL CURB INLET (SPOKANE CITY STANDARD #B - 114A) (PRODUCT 111840) 331i" END ELEVATION rn m #4 BARS a 8 " O.C,E.W, IN TOPS 4" 11" f SIDE ELEVATION PAGE 2.10 SPOKANE WILBERT VAULT COMPAN) NORTH 1323 CEDAR STREET • SPOKANE, WASHINGTON 9920 24 -HOUR TELEPHONE SERVICE (509) 325-457. TOLL FREE IN WASHINGTON 1-800-572-3630 DURING OFFICE HOUR SPOKANE • WENATCHEE • LEWISTON 0 YAKIMF SENSKE & ASSOCIATES, INC. • S. 3009 Mt. Vernon Suite 101 SPOKANE, WASHINGTON 99203-4775 (509) 534-5272 JOB SHEET NO CALCULATED BY ,- CHECKED BY A SCALE KRIKEN—GUT1-1RIE ADDITION P/ A OF DATE DATE 13A-s V SWA L C S Ls BA-5/ 31 L V et •• 1f 11/4.3 1 c ID c e LoPi Le 4- /S a) • e4 5 Li 7 e \ j 7 ( FA_ lc . . — 1 S v‘ Swale a_Arect 1(41 2 0 0 /0 .4.24 3 If z. Li a4eVAL;c1 N eete :eta II SC0 cit,44 1.p = la(1 1 7 5 3 8 Ls - V cert 5-) e (9 ) # l o slo pe is , 7_ f Z_ B 31 z • , . ' 3 , 6 SENSKE & ASSOCIATES, INC. S. 3009 Mt. Vernon Suite 101 SPOKANE, WASHINGTON 99203-4775 (509) 534-5272 A- c/o 9 P z2- 0 I) SCALE d_ 5 Lo'pe 330 = avu-cre-a-CP(e JOB SHEET NO -Z.. OF 2.■ CALCULATED BY a- DATE # iz" limi DATE CHECKED BY a V, _ A ) 1416 Y t ! cntpu 4 4,4 Z:z2_ Laz-) swat eel KRT KEN—COTERIE ADDITION 435 +/8(1(cc) . 04, S 330 slope ai 5 lie SENSKE & ASSOCIATES, INC. South 104 Freya Suite 203 SPOKANE. WASHINGTON 99202 (509) 534-5272 klaufbilsan .5861 I NV1' 0341333H (.ALCULAILI 5. CPLCK1.0i.” SCALi• k. Led-r 6 rf s7c--Li , • 4(7 (ecer e-cf d „w. / 7 t e .1.5'771ar ,:54re z/ ? r Z.-74 el&Aci C \ \ ry , - 5, . DAIE 0 C A 1 c 7) 3 1 VZ-(3e-z0o) , 62z: e r (343 Y-1t (fTz; Aat-y:1,/ /10 7 tea / / e 1;7 te / dee r 7'1 a f t .t , / Ld ...... -7 „ / iJ 3 L.) c - . . . . f t C- ,/ S c - AC, 3 Are:, . (‘ .1_ ) • n ( // ffc.rrince r -- 3 °7 •,.:!•,Thictr.“ State DeprLp2enL 01 1 r:Inr.por t.lon 1 m723-01 (HP,) 111'0 17/ :e 0 — •,- _.• • • •- • • . .• C , 1r1creae. SENSKE & ASSOCIATES, INC. Civil Engineers/Land Surveyors S. 104 Freya Ste. 203 Si:ekane, WA 99202 inn )i177) q k A -1-- s s- �' n c 1• SAS IN DESIGNATION PROJECT CAL ` 5 DATE 00/eSCMECK SOIL GROUP 8 AREA NUMBER: PRESENT CONDITION CN _4. e /lap 70 ; : :J:Cpi: DEPTH: DISCHARGE: (Q) Y:)RAULIC LENGTH E QU I V. Rr PEAK DISCHARGE ( /Z cfs /in. )D::PA "E ( -l) _ cfs /in. X ,9 >'.) cfs /in. EQUI V. PEAK DISCHARGE X ACTUA1. ARCA = ADJ. PEAK D1S( EQUIV. AREA' - 7 I- 5 9 ilLf P2 P10 2-° P5p Z y P 100- /9z cfs /in. X . PEAK DISCHARGE (cfs /in.) X Q (in.) = DESIGN DISCHARGE Z _ — . cfs /in. X Q., in. = D cfs. X10 Z in. Din . /-' cfs. in. 0 5!) ( /-C cfs. I )IOCL in. :) 100 cfs. RYDin 1. 83 WEIGHTED CN: x 6 -15 in. 02 in. Q10_ i n . 050 in. 0100 it. E'U1V. 9 SLOPE FACTOR, Ac res Acres cfs /in. FIGURE 10 1( 1 BASIN DESIGNATION PROJECT X 6- CALC c5C44; 4 DATE //1/(*rCHECK DATE SOIL GROUP 4 2 AREA 4 /11 (Acres) SLOPE (2*. r' NUMBER: PRESENT CONDITION 1 - ] FUTURE CONDITION r CN PRODUCT dr , 1TILIr /co DEPTH: (91 DT.SCHARGE: WEIGHTED CN: P9 fn. Q2 in. P z - in. QI0 in. in. in. P1 OD in. Q100 in. HY 2-cr,c) PAULIC LENGTH ft. EQUIV. AREA 4 Acres EQUIV. X SLOPE = ADJ. EQUIV. PEAK' Luy-RT PEAK DISCHARGE FACTOR DISCHARGE • :LAI O-3'r.) • ,/y r cfs/in. 2 • — -, FEYIE (31-1;1 cfs/in. X .?/ = / cfs/in. .1::• ;>I3'.;) cfs/in. YIJ. EQUIV. PEAK DISCHARGE X ACTUAL AREA - ADJ. PEAK DISCHARGE EQUIV. 7ft /7 5 _ cfs/in. X Acres r VV Acres iU,:. EAK DISCHARGE (cfs/in.) X Q (in.) ‘ DESIGN DISCHARGE Vr cfs/in. X Q, in. D Q10 ' -2 V Qso ,V2._ in. D10 in. DSO in. Han__ 1 5-15 70 cis/in. FIGURE 10 ;f�, 1ORPf -ILA • r 1 :;esi(na Lion --- - -- - - - - -- --- - -- -- -- Project - - - - - -� 566 he. Date 6 eyes/ Checked Date do ft S = O.6 S' 1 J — in /hr. Land use - 36676 4 i; Land use QCIA, cis (from (jra 1!)) PRE S[ JT CO NDIT ION I CONDITION Difference of Of - Do - Oa -; 0.6 Area Job. No . lot.al Op cis Total Qf = ac r0 S, < 5 in/hr . (from gr,i Area, acres Q,c is i)e;ignaLion — — Pro iect (4i4 Pate / / /O /B.S Checked Da te si ; X 07 j' ! and Use Land us O =CIA, cCs = D Area ) -i 0.6 :O. n /hr. (from i)ra!Th PRII LNT CONDITION T ION G Sv I L COfJD 11 ION -1- Area, acres Jo7 oS ,lob. 1No. < S; 1 in /hr. (I rc gl•,lnh total QIr c!.t Area, acres Difference of Of - Q,, - qa = Total Q t '• R'1:11. A OnaLion t� Date ! //d /B S - Checked Da te -9 ft 5 = 0.6 /c:,- ( I yi n. 6 0. 0. ( ) 0.6 S , 1 . -, '07 S in /hr. (from graph) 15] Land use 6Y, —A 0-C IA, cis Land use -c- P2f:SENT CONDITio:- fUT l1KL CONDITION Pro lcct /f —6 ___ /;11. (f rori l;l',1 !i 07 Area Area, acres to La 1 Op c(a Area, acres (1,cCs J ob . No. Iota Qf Difference of Cif - Qp = Qa = i acres, I 11 Ft MCI /A -21 1Irt, G.zda 4m 01111 SENSKE & ASSOCIATES, INC. South 104 Freya Suite 203 SPOKANE. WASHINGTON 99202 (509) 534.5272 N , . es, ciS wH;— M b, I - ': r l :, I t o i " I ' ' .:: !y _... i.._.. _ n C` t \1 t•' -._,. -1. !�. .I. % cl q h a; _ H - ' r ti . .._._ I ,....� 1 ...' ... 1 I N X J FI I I I I ` ..... ^ N,I. ; h1 I .! li t _. .,� i... , I I �q` i � � {. .. .. � O. y i_ l , ;D ` \ \N N' r ,S N.. N N r .-- \ ... _ ^ i � � '�' t \ ,J 1 t � I K z 1 iii 2 c. X I 1 . , tta_ NI I LI k1 X I I join c12 & r• "h' SHEET NO CALCULATED By CHECKED BY SCALE in i9.d ll j 1 i I t I A I �1 `oil �i n \ I "I�J ,I \ � I vl ilk y ' • OF DATE /v,Z4784 DATE I ,1 1. f.� � I i , 1 i I 1 ;\‘'‘ t t 1 1 "mot z1 t! n � � 1 1 � I L,,t a, 1(-1,‘ o p I I I I d I r l , ' � '' - Q 6 Q 'pI 1 � ' t!1 :0 � \l) a N I 9 \ l: �I ^ � I � : 1 1 t ' 1 ... \ ._. _ _ r \- s 1 I , 1 I:.._, L..._.,...I 1 1 .........._ i ...._i .... ... .. 1 .... i : . I ...... 1 31 1N1 n -jai c-1 �61 1^�I %(I lI°' \ \ t I " I I - - - � z l u - n 1.., , I A 1 • I' vNI �i N r 1 N 1 ,> I' �� I �I t ';'SI ; ^ I O 0, \� 0 kcI CN- , I SENSKE & ASSOCIATES, INC. South 104: Freya Suite 203 SPOKANE, WASHINGTON 99202 • (509) 534-.71272 r c[ P /)Pw:l(W.I In Citlui, 4n,.O,e,l • 1 MII • S. \ K (mow i - \i `. t \r� �•` 3 " cr RI �1 t n l al C�°'I 11 ( 1 ' t r E., n • k, \ � c, C4 `AIr,IUvi tl ° � {' (.\t .\ 4 = l 1 o CJ I ' �o N N u,1 n �N 0 \r) ti el' N k I 1I N N trl n kt O . L oa 101'N Q �� NNE _.... ........ JOB j/ °EX r . x"! 77 / SHEET NC. OF CALCULATED BY .8, DATE ita / CHECKED BY SCAI E n\ • 4 1 1, k Lnl 3 , Ni tt„I , I n n, Zr I -- r y.l rtm Git 0 v l — b DATF R te. Z\ C` e Nk „�. St Vi V, \�\ 1— OINNa { USE SPO�WJ STANDARD URB- -& GUT ER is , i --i { T - - , , f S fl 1 1 1 4 4 M 1 ilk i 1 711ff 1H11 6r !_ III 1 IT [ X 1=1= J 1 +00 2 +00 3 +00 4 +00 5 +00 B +00 7+ : :Ir. 1 1 uli"-' Land US .5 Dei/e5-1 1 GOND) T ON I t:ONI) I I ION ...... 0.2S a N.30 rierenct: of of - 0 /C- - 11. te 1)01)6 t . 0 1 i t t. Hydr ti; I if ;1,11PI.t I M::3- lit) 0 ..... • • • • " 1e • i ; i !On 74 Pro,in.:1 . ■ . . . I 1 ., . . . • •,,-Iiroi— qCC) r S = - . 7 3 Area - . egititA . I n - O. cf '1.3( goo ) 0 R ; •..••••• • b., 111111,, • • -1 • 3• is/0 . 1', ri1;11•11:11': V 4 I * ( f corn • q • _ • •.• a 11 e A it'd 0C1113', e7,..; ,/ 4-tic t , ez Iot 1 op - 1. rota' of - , i f 1 -3 1;y_31311 * ' WM:ftA p f JkOL t. e . . 6 Land use 45 4/.74--yre --• ...... 1. use ..... QC !A, c !TVS; ti CO:11)1 T ION ..... #0 1-4S 5 0 DeeS,71- a go 1:1I1 l i NW/ i . . i f of Qf - H Q') 2 /!L • ..... ne tin S i d t Dendtmeni. o f 1 roilspur 1 a tint; • • ir i1;'3 (iW.) , fri4/C41 t e1077, sie,(1 C ilect I eil -:' :i -:•. . I.:, . • i),,t.i.: - . • /2,9% 4: ,3 Area. •,'' 0 :;.,,. : i • lo y e l• - , s :,i; ::•;! ,,±''' D. ..221 ,i; ; (... :• ,I, :' . . i I / i )11 (,) I II - I ----- ( t o• — min it \-t; 7 . t... i Itr. (from uc.1 ;it) ) 1 = 4. 50 ['VW 01.41[00 A Ito • •1r s 9 , a to Q i i ti cr i';i: i• . (2•=t: Ill Q ,c: ' , • , C?! 6- • total Cif ..:• 1 -S31 /fir (11.001 !Ili Ph ) I and _ use irch•ence., or - (h) c)a C c 1 50 PI I C0'191 i)ep,tr nrtit of i',111::por i rat us ir Iw I tI:,13-111 (WI) 0)/ip 1.7.10"1 - 1 - 7 _ !cool th, 2 for.) Qf 2 _.). c en,s Ze. Da t e / 9 4V,V plucks t C7 C.) f t . S = 7 - 0. 6 n ( .t.) 1 ' .:- ; e , 1 ■ — ' . .! / VC . 1 --- i 11/111• . ( f row va ph ) I I. and 11S0 .......... ..... L liSe 30Q/ C 1 A, PRISE01 CONDITION l'roje.: I. 50 f:01 COND 11 i re retic e of or - 4 - • • •'-"i S■it e Ih:pa me!) r. ra I V.por i Hy.;;• ir I 11:?3-:1I (HP)) 0.1 in/5r. ( Iron] 1 ra nil 1 ArQ,.00Ct -c- - 1 - Arca, acrer; l) ,t: S gc..9 O • f - - 445.f Ai ....... id = 7t .1( 50f44-. Timm. ....... . • R 1,111 t: I • i cl I. a 1 , 0 r i ....... ' • Ins noa L i ' Pro Ley: I -y. 1 , `;" ekaf:rie Oil e yecre-9 ft , s A ca -10,6 , , y . .• - yr I A ( ( ) • L .yi O. ' 4 : 0 , .: = C... S ill i n t . • - .1 , • , , I ......._ vs • . / 4.----- i n o t • .• If r tir.tifil I i n/nr . ( f row t, ra ph ) 1 = . . , • i Land use PRISTN CO D I le renc o f Q1 - 2-Z _ .77 6 )49' C - 1 - A • a ..... .... r • . • ••• • y . ..... . ...... • ie.S.; • Total (hi , i; • . • I FII(JRI. COOO 1 11111 0 , c Cs • Land use I - - A re,1 , .1C ItS 0 .; :4. .......... 3 8 C 1 . 3 0 1ft- / ----- .ris---- , ..z..„.c.-- . , ..• , i:',:.•:::::,..:41.: ....., • - t '•••; • Iota 1 Q1 i tic i S men o 1 rulpur t.ii t. i ; • , IA t;. 4 (...11; I1,1:irl,1 I (1W) . , ' • '" 1 1*r . • •• .; 1•••'• ;?,•• 1 ):. c, i fyla kin PI - 11.i t;t: t. : : . - - r g y . - i i Da I Q A f il r ; _ I l i t ii C het h t I Da le ft ci— 4 s r. pr 39 i i C. 3 Area 0 acres (L) .10.6 = 0. i i)$ ( Sfe- ) °' 6 . ol!mith A Q-C A , c n/hr ( f roni tich) I in/hi. ( from (Irani, ) 5() Land use I II DI;i. CONDI i -C- f [e cf Qi - QiI ,1• e . 1 I'd II:. por I t, i (III ' t i M1:1 I (Ii) ar re s Joh . Ile, CONDITION Arcs , ac re:; Q , c ts Iota I Q • i nc: rea L. . . . Z 0 0 0 O m 0 0 0 m 118.47 S 89'58'00 "E 138.38 O o 0 0 S 89'58'00 "E 138.37 0 0 0 0 0 0 m S 89'58 "E 138.35 M N m m m p S 89'58'00 "E m 136.34 ti 0 0 0 0 m m S 89 "E 138.33 N 89'47'29 "E 163.31 118.31 138.30 29 00 325.39 90 00 0 0 0 w1 N n O O 0 co N N 0 m 0 m N m Ill 3 . , m N ti 0 0 Z 0 N N m m I. W tO O O o m z 25.00j25.00 N 89 °W 32 % .30 S 89'58'00 "E 137.00 116.92 5 89'58'00 "E 137.00 S 89'58 "E 137.00 S 89'58'00 "E 137.00 117.00 N 89'47'29 "E 162.00 117.00 137.00 0 0 0 n 0 0 O m 0 0 O m 0 0 0 co 0 0 o m 0 0 o m m 0 N o . m o N m • ro ti 0 0 Z 0 0 CO 118.47 S 89'58'00 "E 138.38 S 89'58'00 "E 138.37 S 89'58'00 "E 138.35 S 89'58'00 "E 138.34 S 89'58'00 "E 138.33 118.32 138.30 S 89 325.39 90 00 0 m 0 N o N 89'47'29 "E 163.31 i i M N N 118.31 m 0 3 o •1 0 0 6 N 88 57'3• ° W 32 30 116.92 5 89'58'00 "E 137.00 S 89'58'00 "E 137.00 N 89'47'29 "E 162.00 0 0 N rn 0 m n v 1 0 0 • QC A, • • t.i()n s e „ o p h p i) it I 0 / 0 /ZS/0V Clit:Omtl • II.; I.c: , P : • : 4 : _ t s r • ■... 0 I/ 1 . 9 ■ ( . 7. 74 ■ ..W.,t. t ee.,,V /—. ' - 3 Area 7-7 I I - 1 ' t riri r:i • ; 0.1 4/0 . i i il ( 4 0 .t. ) 1 . c( i 0.3( Teo ).; f I . • • •• r •‘: c ) 1 I / ' I ' i , ” i • li ri/ . corn ;.; r.i.c1/; ) 1 = 1. —c- in/hr. ( row (.■ r,t oh I : • ; 1.6 Ocl use _ . . (10:10 1 TIO::•: A I•flti • t•r HI 1 IJFi (:11ND 1 1(1% 5 - 19,30 • S ClOri;11Ct; Qf - ()I) !lo ' y, 1 411 0 l oit:01 01 11 010011,A1tIll \li or/ ..... • - - • 10 No /e1S#4, ...! , C . .., h•Ori . . .,i 1 Prolec: I. , . . .,..• ' 41 • 4,•., ,,.... i Bil I Q 1015S 5 ChLICke •• ._ D•I I.I.` iSt")c? . „f etc (.1..) . L. •-•,' I .60 in/ 14 r • -C. - •Ir rt C .„ Lmd use -c- - Area • acres 12,c ts / 494ee f/- , 44- ',or ago , 6,0 • • ------ ■ - • . ■ i !.."• 7 Job . Hi; , .. ; • • 'Il c . ", :•-* " —",„ 4, ()44111A, cr.4.-, 1, ' • . , O. (--/ s , .( 9 "7 4: - A re a 0. 3( ,/q0C) , • 0 —7., ' ) 1 . O , • . 9 -.Q-- Venc) - . , . • .4- ; . ' .. ( f rum 4.0',1101) 1 . ..,.....-ifj 7 2 in/14ti ( (rum 91 on ) ' 1J-4;•P- . ___................. • ' 411 Si '1 1 11 ION HI111111; 1.0110 1 1 11):1 ....... I re rencu of 01 - 00 - / •••• • • 1 i no 1 S i e 11;:bp t men I o 1 von...our 1,4 i -- 14.4t1r,o r M a n n a I M 7'3- 01 (11!!) • 4. fo a 1 014 C. • nta 1 01' -/ :MIL A • s (J11 i • C Projec I. r_t _.c.F4.5. 2/140" ,(........il io r {xi pa t • • - r s i t / s „ 07 - — t ..4 ,i t tikt , • .1W1 1.• • • • - kitm, 6 , 0. v i (:). 3( z o.i■ Area ,:' itr ' • • .. ; ,:. 'I Ir D 4 . ,• , . ., ,•)-; , Li . I :.-. ..: ... .....:-.C7.,1 1 n/hr . ( f rom )1) ) 1 r: • , _. ... ? . ..... ; in Sr (' iron! •/,•,),,I, ),. :,)(.',.,,- ii•? ,,' . - .. • • ,.i,--p,,,,,,',..4. • i s„.. ..;1: i• • ,•:••• ' • 1"..;•-1.•+.::;°;(1 ' I) :1; 1 it , • (., //— La (HI Ile t Hrenco:. n QC - Qn r.io -.2 PRISri CO'1D1 I I(;" d i)op,irtini-ntl t. io . tn I row:port n ir iv:Jona (HI') It] -1- Are,i 1 p„ • 75 /0 e:?1 /3 lutdi — „ Tot.); or „? i. • lot.; itjthlt.irtn ,_ Date/ 0/ Checked S 41 .90 f t )1 • 6 I : • I. A rid 11Si! Land use ..... 30Q € Qt C ( from ticaph ) r i l l (nil. COrit1 I T. 10,1 3 florenct 0 Qt - Qp r go 4 1 50 , • .t ;.r 0, Franspor tat. i • ti tvav Hytlit tut ic I 11;3 -1)1 ) Pr , j e I, Area it t • " • ti 1 1 t••••• • ' 1 .•1 I 4 •• 54 4; Area, ac. cus ....... 0,res C surA„.min. • ti rt/ht•. (ft•olit HO , t • 10(a) ( e • Area, .1c le :; , • Total Of - to_ s W" • r lc red ra. • • ; •••f •• • • 4;! c ti . • ' ■41,1V1Dy r '3 5. .0 4 I! A 4,, b 1 0.41 kith ' .1 :4 i • , s = 70 /2 St • Area c re • I I .... s -: er€ Da I /rA /91 l I: c 1 NI i la lc ' driVel■ ' - 0 . n !.. '11 ' 6 S • I !.44■1 tre U. IA A. c ' ; 0 . I' 7 •• . • ; , 11.,!",b III 111 . " . ■ 01 " :.':. • ' , . „..4,: 4,.? , I,' ,'• ,. 7 ......_ . . ........ . . . . _ • . I . E0 , .: I : • ' 1 : ,! .01 . . • . 7 41'..3 iii/lir.' ( from eiraull) -"ait , SO . -:-....;‘0.,11'cit. .. . :y‘,:t...,•1. . i• - ,a:,:•..:li, .. l'ill:SE'll CONDI I ION -`,4.Ltii ., • ., , IF.c.4( i ;•: i ' / VC / i n/ hr ( rum ura ) Land use C t fi . ..... ■ ..... -• rill mi. coin.11 r I re Ill: e Of - Qp Z-Z n = . - , • i Jul ;n(1 St a Lt i)epa [-I 1:wri t. of i ronspor I t. • Hydraii I ic Manua I (HO) 11 • „ no • ' • • ig` Area Total 011 ......... A l , a C S • .•■ _ • . . . • • ....... • - luta I - . . 9 1 CIS, inc rCaS c ,c Is 103/4. ino,V ion Projci: I. a Da I e Checked 5 {2, Area . 4-, -> 0 ( ?c )T 0.I t c 1. CC.753 , Land IJ5 i n/ h . Land use QC A, 0.7C -C- ( f rum ■ia ph 1 50 pru Col) I T 1 On HI NE C0N011100 lc:rem:it of Of - 0p 1 )•1 Was I ; I i r /In S r .t Le Ile pd r r artrdi t. o I 1 tra te 1 ,1 t. I Ily■Ir to I c Malph: I MII'3-(;) (11!1) Jo!). Ili Of: . .. .... • • •. • •- • • .... in/ ht . ( r O o C IA lOtal Op Area at ri", 0,,cfs foLat 1) . c I , ire.: acres i n . O O O 0 0 o m 0 0 o m 0 0 0 m 118.47 S 89'58'00 "E 138.38 S 89'58'00 "E 138.37 S 89'58'00 "E 138.35 5 89'58'00 "E 138.34 5 89'58'00 "E 138.33 118.32 N 89'47 "E 163.31 118.31 138.30 5 89'58'0( "E 325.39 o co O co 90 00 I N ti IO O 25.00 25.00 N 89 57'3 ° W 32 %.30 N m 0 ID N W m 0 O 0 116.92 S 89'58'00 "E 137.00 5 89'58 "E 137.00 S 89'58'00 "E 137.00 137.00 117.00 N 89'47'29 "E 162.00 117.00 137.00 0 0 O r- 0 0 O O O m 0 O 0 m N W co m M 0 N O m o m 0 3 Ft m 0 0 0 Z O 0 CD • o m 0 0 01 0 0 to 0 0 O m 0 0 118.47 5 89'58'00 "E 138.35 S 89'58 "E 138.34 S 89 "E 138.33 118.32 N 89'47'29 "E 163.31 118.31 138.30 S 89'58'0({ "E 325.39 90 00 0 m N N m n I3 0 Im 18 O o 25.00 25.00 N 88 57'3 ° W 32 %.30 S 89'58'00 "E 137.00 S 89'58'00 "E 137.00 S 89'58'00 "E 137. S 89'58'00 "E 137.00 N 89'47'29 ° E 162.00 117.00 137.00 116.92 0 0 0 N 0 0 0 PE (3 45 '77 nacres* rer s Add to,c, . ; C naoR IVllssioa Nor Et4 (te Let\er- i C ii n 1 41ssto o. My Ofrov, o ff o s iflO4 Jmict ,our at f/7sat *155)04) ,- 'LE7ma /#f creos itt0 . 3.. ,wits 1N. Rips) • e Ii ASlress O p s► o N 1 e'6v - /4 SENSKE & &ASSOCIATES, INK:. Civil Engineers / Land Su 8.3009 Mt. Vernon Suite 101 SPOKANE, WASHINGTON 99203-4775 (509) 534-5272 To Spokane-County-Engineers- N. 811 Jefferson St. - Spokane, - Wa; 99260-0170 &ttu. Jerry - Sims, P.L.S. Memo Date 11/02/84 LETTER subject Kriken-Guthrie Ad-- _ (Carpernter) PD~1345~70 - - Please find attached %- copies -of the proposed final plat and proposed dedication for Kriken-Guthrie (formerly Carpenter Addition), for your review. 0 Please reply 111 No reply necessary RECEIVED NOV '��14A� .vv, ~ .^"� County Engineering SIGNE 3 a £' /Yl ss /or) /57 5 2 /.37 (ConC -c/a 6 To Befemoved / 37 4 /37 r Ga i72 lovnd0 /Qr7 i fc be ren7o✓e /3 7 /17 3 pia-s 0 S ("N h phase Conc. S /oh To bB Removed Z �f It etre 3 Phan e 3 50 /3 7 Ho use 1 r G ' 1 3orn F- ,9qrn /37' Lo/ /3 7 /37 /37 0 fl 4. /37 4) 3 r Co ne. S /o - -1 ro Se c/naved; "0 a t- DEDICATION i II PE- 1345 -79 Carpenter Addition Proposed Dedication October 17, 1984 KNOW ALL MEN BY THESE PRESENTS, that Eric R. Carpenter and Linda M. Carpenter, husband and wife; Ralph Guthrie and Gertrude Guthrie, husband and wife; and Pacific First Federal Savings and Loan Association; have caused to be Platted into Lots, Blocks and Streets the following scribed property: Lot 6, of Bacon's Addition to Greenacr as recorded in Book J at Page 15, and being part of the Northwest Quarter of Section 18, Township 25 North, Range 45 East, Willamette Meridian, Spokane County, Washington; to be known as caspen =unison. They do hereby dedicate to public use forever the roads, and public utility easements shown within this plat. Lot 6, Block 1; Lot 7, Block 2; and Lot 2, Block 3,are 1 foot strips and are hereby dedicated to Spokane County as general property to be dedicated for roadway purposes at such time as roads are extended as full width public right -of -ways. An individual driveway access permit, for the approach to the County road system, is required prior to the issuance of a building permit for each lot. Page 1 RECEIVED NOV 2 1984 County Engineering PE- 1345 -79 Carpcntcr AJJaion Proposed Dedication October. 17, 1984 No more than one dwelling unit may be placed on any one lot, nor shall any lot he further subdivided for the purpose of creating additional lots or building sites without filing a replat. No direct access will be allowed from lots to Mission Avenue except for existing dwellings. Subject to specific application approval and issuance of permits by the Health Officer, the use of individual on -site sewage disposal systems may be authorized. The Owner(s), or. Successors) 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 Sucessor(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. The use of private wells and water systems is prohibited. �o t... 6 ( u 0,,Ap ^` P S � 2 �� day of , 1 ref set their hands this Savings and Loan Association PE- 1345 -79 Carpcnte, Alditi,1, Proposed Dedication October 17, 1984 A public water system as approved by County and State Health authorities and the .Local fire district and purveyor will be installed within this plat, and the subdivider will provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot. 10 4'G u A-6 C: 'ect to Declaration of Covenants filed on the ce are made a part hereof. IN WITNESS WHEREOF the aforesaid owners have hereunto day of Eric R. Carpenter Linda M. Carpenter Ralph Guthrie Gertrude Guthrie Pacific First rederal Pacific- First Federal Savings and Loan Association Page 3 n No. , which by , 1984. ACKNOWLEDGEMENT: STATE OF WASHINGTON) )ss, On this PE- 1345 -79 C a- r- peter- -Adnti eo n Proposed Dedication October 17, 1984 day of , 1984, before me personally appeared Eric R. Carpenter and Linda M. Carpenter, husband and wife, known to me to- be the individuals that executed the within and foregoing instrument and acknowledged said instrument to be the free and voluntary act of said individuals for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my seal the day and year last above written. Notary Public in and for the State of Washington, residing at ACKNOWLEDGEMENT: STATE OF WASHINGTON) )ss, On this day of , 1984, before me personally appeared Ralph Guthrie and Gertrude Guthrie, husband and wife, known to me to be the individuals that executed the within axid foregoing instrument and acknowledged said instrument to be the free and voluntary act of said individuals for the uses and Page 4 , purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my seal the day and year last above written. Notary Public in and for the State of Washington, residing at ACKNOWLEGEMENT: On this • personally appeared PE- 1345 -79 Ca AddlLirrn- Proposed Dedication October 17, 1984 day of known to me to be the and , of Pacific First Federal Savings and Loan Association, a corporation, that executed the within and foregoing instrument and acknowledged said instrument to be the free and voluntary act of said credit union for the uses and purposes therein mentioned, and on oath stated that he /she is authorized to execute the said instrument. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my seal the day and year last above written. Notary Public in and for the State of Washington, residing Page 5 State of Washington ) ss, , 1 " 'pc.°ore me , and at SPOKANE COUNTY ENGINEER: Examined and approved this PE- 1345 -79 • -G a -r-pe n- ter— Adun -ror Proposed Dedication October 17, 1984 SPOKANE COUNTY UTILITIES DEPARTMENT: Examined and approved this SPOKANE COUNTY PLANNING DEPARTMENT: Examined and approved this day of , 1984. County Planning Dept. Director SPOKANE COUNTY TREASURER: I do hereby certify that all taxes which have been levied and become chargeable against the land shown within this plat have been fully paid on this _day of , 1984 Page: 6 day of , 1984. Spokane County Engineer day of , 1984. Director, County Utilities Spokane County Treasurer SPOKANE COUNTY ASSESSOR: Examined and approved this PE- 1345 -79 C a-r perrte- r- -Adtii t .i o n Proposed Dedication October 17, 1984 SPOKANE COUNTY HEALTH DISTRICT: Examined and approved this Spokane County on this Page 7 day of , 1984. Spokane County Assessor day pf ,, 1984. Spokane County Health Officer SPOKANE COUNTY COMMISSIONERS: This plat was examined and approved by the Commissioners of day of , 1984. Chairman, County Commissioners SURVEYOR'S CERTIFICATE: This map correctly represents a survey made by me or under my direction in conformance with the requirements of the Spokane County Platting Ordinance. J.Ronald Dunsmore, L.S. # 16198 DATE = 01/17/85. DESCRIPTION = KRICKEN - GUTHRIE . SUBAREA 1 = 9 ACRES TOTAL AREA = 9 ACRES BASIN INPUT DATA CALCULATED VALUES TABULAR HYDROGRAPH HYDROGRAPH DESIGN S.C.S. TR -55 METHOD DESIGNER= G. NELSON BASIN B RAINFALL = 2.4 INCHES HYDRAULIC LENGTH = 1400 FEET WATERSHED SLOPE _ .9 PERCENT TRAVEL TIME = 0 HOURS S = 4.29 17 = .41 INCHES LAG = .59 HOURS Tc = .98 HOURS VOLUME = 12,677.41 C.F. MAX RUNOFF = 1.83 C.F.S. HOURS RUNOFF IN C.F.S. 10.0 0.00 11.0 .08 11.5 .14 11.70 .27 11.80 .40 11.90 .65 12.00 .94 12.10 1.28 12.20 1.55 12.30 1.78 12.40 1.83 12.50 1.82 12.60 1.71 12.70 1.57 12.80 1.39 12.90 1.22 13.00 1.05 13.2 .82 13.50 .57 14.00 .36 14.50 .26 15.00 . .21 16.0 .15 18.0 .11 20.0 .11 24.0 0.00 , SUBAREA 1 RUNOFF CURVE NUMBER = 70 COMPOSITE CURVE NUMBER = 70.00 DATE= 01/17/85 DESCRIPTION= KRICKEN - GUTHRIE SUBAREA 1 = 11.5 ACRES TOTAL AREA = 11.5 ACRES BASIN INPUT DATA CALCULATED VALUES TABULAR HYDROGRAPH DESIGNER= G. NELSON BASIN C RAINFALL = 2.4 INCHES HYDRAULIC LENGTH = 2000 FEET WATERSHED SLOPE = .8 PERCENT TRAVEL TIME = 0 HOURS S = 4.29 Q = .41 INCHES LAG = "83 HOURS Tc = 1"38 HOURS VOLUME = 16,208.93 C.F. MAX RUNOFF = 1.84 C.F.S. HOURS RUNOFF IN C.F.S. 10^0 0.00 11.0 .08 11.5 .14 11.70 .25 11.80 .34 11.90 .50 12.00 .69 12.10 .92 12.20 1.17 12.30 1.40 12.40 1.62 12.50 1,73 12.60 1.83 12.70 1.84 12.80 1.80 12.90 1.75 13,00 1.63 13.2 1.39 13.50 1.03 14.00 .66 14.50 .46 15.00 .34 16.0 .22 18.0 .15 20.0 .15 24.0 0.00 HYDROGRAPH DESIGN S.C.S. TR-55 METHOD SUBAREA 1 RUNOFF CURVE NUMBER = 70 COMPOSITE CURVE NUMBER = 70.00 PEAK RUNOFF FLOWS (TR-55) *******$****************m*************************************u****$***$****** PROJECT: KRICKEN - GUTHRIE ADD DRAINAGE BASIN: B STORM EVENT FREQUENCY: 50 YEARS CONDITIONS: AFTER DEVELOPMENT DRAINAGE AREA- 9 ACRES RUNOFF CURVE NUMBER ~ 70 SLOPE HYDRALULIC LENGTH PRECIPITATION RESULTING RUNOFF .9 % 1400 FEET 2.4 INCHES 1.738 CFS ***** ****************************************** *******************************1 PEAK RUNOFF FLOWS (TR-55) *****************************************************$************************1 PROJECT: KRICKEN - GUTHRIE ADD DRAINAGE BASIN: C STORM EVENT FREQUENCY: 50 YEARS CONDITIONS: AFTER DEVELOPMENT DRAINAGE AREA 11.5 ACRES RUNOFF CURVE NUMBER- 70 SLOPE- "8 % HYDRALULIC LENGTH 2000 FEET PRECIPITATION 2.4 INCHES RESULTING RUNOFF 1.777 CFS ***************************************************9**************************1 DATE = 11-07-84 DESCRIPTION = KRIKEN-pUTHRIE ADDITION PE-1345-79 SUBAREA 1 = 3.1 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .25 SUBAREA 2 � 1 ACRES SUBAREA 2 RUNOFF COEFFICIENT = .3 TOTAL AREA.= 4.1 ACRES COMPOSITE RUNOFF COEFFICIENT = .26219512195: OVERLAN[&:FLOW VALUES Ct = .15 L = 900 N = .3 S = .015 CHANNEL FLOW VALUES L = 0 TD = 0 COMPUTED VALUES DUR = 15.21 I50 =. 2.40 050 = 2.58 � DA = 0,90 RATIONAL FORMULA HYDROLOGY DESIGNER = G. NELSON BASIN A '~ ~' /L~�0 7�7./l}( /� n /~/v " /��' / " / DATE = 11-07-84 DESCRIPTION = KRIKEN-GUTHRIF ADDITION PE-1345-79 SUBAREA 1 = 8 ACRES SUBAREA 1 RUNOFF COEFFICIENT = "25 SUBAREA 2 = 1 ACRES SUBAREA 2 RUNOFF COEFFICIENT = ,3 TOTAL AREA = 9 ACRES COMPOSITE RUNOFF COEFFICIENT = "2555555555n OVERLAND FLOW VALUES Ct = "15 L = 1400 N = .3 S = .009 CHANNEL FLOW VALUES L = 0 TD = 0 COMPUTED VALUES DUR = 23.11 150 = 1^73 050 = 3.97 OA = 0.00 � RATIONAL FORMULA HYDROLOGY DESIGNER = G. NELSON BASIN B DATE = 11-07-84 DESCRIPTION = KRIKEN-GUTHRIE ADDITION PE-1345-79 SUBAREA 1 = 10.5 ACRES SUBAREA 1 RUNOFF COEFFICIENT = .25 SUBAREA 2 = 1 ACRES SUBAREA 2 RUNOFF COEFFICIENT = "3 TOTAL AREA =. 11.5 ACRES COMPOSITE RUNOFF COEFFICIENT = .25434782608: OVERLAND FLOW VALUES Ct = .15 L = 2000 N = "3 9 = -"008 CHANNEL FLOW VALUES L = 0 TD = 0 COMPUTED VALUES DUR = 29.65 150 = 1.42 050 = 4.17 QA 0.00 RATIONAL FORMULA HYDROLOGY DESIGNER = G. NELSON BASIN C DATE = 11-87-84 DESCRIPTION = KRIKEN-GUTHRIE ADDITION PE-1345-79 SUBAREA 1 = .6 ACRES TOTAL AREA = .6 ACRES OVERLAND FLOW VALUES Ct = .15 L = 10 N = °3 S = .01 CHANNEL FLOW VALUES L = 0 TD = 0 .COMPUTED VALUES DUR = 5.00 I10 =. 3.07 Q10 = .55 QA = 0.00 RATIONAL FORMULA HYDROLOGY DESIGNER = G. NELSON BASIN D SUBAREA 1 RUNOFF COEFFICIENT = ^3 COMPOSITE RUNOFF COEFFICIENT = .3 DATE = 11-07-84 DESCRIPTION = KRIKEN-GUTHRIE ADDITION PE-1345-79 SUBAREA 1 = .5 ACRES TOTAL AREA = .5 ACRES OVERLAND FLOW VALUES Ct = .15 L = 10 N = .3 S = .01 CHANNEL FLOW VALUES L = 0 • TD= 0 COMPUTED VALUES DUR = 5.00 I10 = 3.07 010 = .46 2A = 0.00 RATIONAL FORMULA HYDROLOGY DESIGNER = G. NELSON BASIN E SUBAREA 1 RUNOFF COEFFICIENT = .3 COMPOSITE RUNOFF COEFFICIENT = .3 DATE = 11-07-84 DESCRIPTION = KRIKEN-GUTHRIE ADDITION PE-1345-79 SUBAREA 1 = 40 ACRES TOTAL AREA = 40 ACRES OVERLAND FLOW VALUES et = .15 L = 3800 N = .3 S = .003 CHANNEL FLOW VALUES L = 0 TD = 0 COMPUTED VALUES ,DUR = 58.49 I1O = .64 Q10 = 6"40 QA = 0.00 RATIONAL FORMULA HYDROLOGY DESIGNER ;= G. NELSON BASIN F /« ~ 2 �� ^� � /// u'"-/` ' `' SUBAREA 1 RUNOFF COEFFICIENT = ^25 COMPOSITE RUNOFF COEFFICIENT = .25 To SENSKE & ASSOCIATES, INC. Civil Engineers /Land Surveyors S. 3009 Mt. Vernon Suite 101 SPOKANE, WASHINGTON 99203 -4775 (509) 534 -5272 Spokane County Engineers N. 811 Jefferson Spokane, Wa. 99260 -0170 Attn. Mr. Gary Nelson, P.E. RECEIVED JAN 18 198 Cos4 EnPJoeging Dflowao Date Subject LETTER 01/18/85 Kriken- Guthrie The net flow within drainage basins "B" and "C" total less than 1.0 cts as shown: Present Future Net PI C ❑ Please reply ❑ No reply necessary " 1:7 cfs 1:9 cfs 2.3 cfs 2.3 cfs 0.6 cfs 0.4 cfs All other basins handle all drainage within the designed drainage structures. The total disposal capacity of the drainage facilities within "B" and "C" is 2.0 cfs. Excess flows which may exceed the 2.0 cfs capacity will overflow and drain west along Maxwell to the vicinity of the natural release point. This release will be 1.0 cfs less than the natural. This is based on the fact that the net increase in drainage caused by this plat is 1.0 cfs. It is my opinion that impact approach is sufficient and that 2 additional drywells located at Arc and Maxwell are not necessary. SIGNE 3 A 90°15'R+ C. G6 T. 87. L. 1 ' 3 G - 7 ' R. 86.81' PC. 52 +2 AE 0 E SR /TO 6 5 2 715 SCIN RPOUE LNN T YA. . Ry 1 • 1 0 4 0 O o t o f� • oN c 589 3 5 5�L_ 24- v -11 - re IL vC c 0 _0 N 1L N en CO N 4- 1 0 3+ 7 I I O* I , ' " ' AGUE G C � TAT pA13 1' 4-'117 4-'117 ? -/3s -- 77 35 Mt Sri AVE. ( )N 1609 of /rack /rack 7 ,'h off' / R.R71 GO 38 .es $PaAuE, Ave.. N. 347 - O - Go' 1N Wl�dd3G 9N1NNVid 041100 3Nb'1IJdS GMILT. 1 3 I% 3 3 3 18.TZ . 0 H.S. BAKER - BY _ OFFICIAL PLAT ' /c i.? . 1,7,1 n ro N° /? / Q /0 .8 8 �3� 4 / O 40 1;ron IPe � �o' Lef }. E , SPOKANE COUNTY PrInc IPoI 4sslslor�f 4 1 =eciE4Rc:cact:r- -7 H "5Z. ii 19 57 59Z'A P. d - 90'7'L 17 0 4 or 0 t9 0 4. 8 13 +51.0 Po.T. 4 Con Q' N SITE Pfi • REM A ft lk`. No of to TS I TIP [ o: S /aE /315 / 26 3 o y- TYP ,LOT FRONT" 76//37 TOTAL RE.S t- ¢.7 E /14 /ss /o /7 A /37 i37 � Co�C S /al T 8e /5emoved /8 7 /37 rC i7C, 7t//7dp j /' 1 y'o be r-enwpY'e 1 \tL -- - - __L 0' ^- . /3'7 /3 7 /37 7 r - - r D/7t 7o b . ( . Siob Removed b 1 - CD/7e: s 5-/4,6 - re Be : .erne ved v /7 0 � r 4ara9e ) 3.7 I r - --� E- - - - - - /3grri /3 -1 Lo /37 /3 " / /.37 /37 Barn hr ojec D CAR 9 SCALE 1 1V1 \ i V /C // /y /Wap D I A I 0 ADD SPO1\.1 SOR E R i c. CARPE TER ct WEST 40 +h, 5PoKAtJE WAst 4, 99203 *P1,. B 0 2 4 455- (Signed and Sealed)_ //7 Me l/W '4 of SSecfton /8 T25A/ R45EWM he/n9 L. o f G 0/ 13o c~o I //do/ti fo � r' - eer7acre5 77 000,4- l ..! Page /.5 ON SURVEYOR'S CERTIFICATE THIS MAP CORRECTLY REPRESENTS A P L A T MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF SPOKANE COUNTY PLANNINGAT THE REQUEST OF ER /C CARPEI�/rR.Y, IN 4 4 / T 79 y ' ". , 7 9 -- 3 , Certificate No. /50 ,v 10.44' w m in 0 0 0 0 CE cc 0 J N aD CORNER NOTES: 1 Found i" I.P. with references as follows. Fd. 'x' on anchor Bolt ne 88.47' Fd. 'x' on anchor Bolt SE 78.46' Fd. Forming nail in top of sawed off Power Pole. NE 45.71' Fd. Tack & Ribbon in top of wood fence post. NE 43.37' Fd. nail in NE Face of Power Pole +/- 2.5' above ground -SW 37.65' 30' FOUND 1/2 REBAR W /CAP ABC 7317/13315 Set Tack & Tag in SW Face Power Pole LS #16198 + /- 2' above ground NW 46.76' Set 'x' in Conc. Curb +/- 1' from West end curb NE 48.13' Set Tack & Tag LS #16198 in East Face Light Pole +/- 2' above ground SW 31.2 FOUND 1 1/2" PIPE +/ 0.3' BELOW ASPHALT. Fd. nail in East Face Light Pole +1- 2' above ground SW 43.22' Fd. nail in NE Face sawed off Power Pole ` +1 - 2 above ground SE 34.00' Fd. nail & LS #706 shiner in SW Face Power Pole +1 3' above ground NE 82.55' o m r` N ti o S 89 59'33"E 680.79' 650.78' (650.60') R1 eS 89 °59'33 "E 118.47 90 ; 00 650.61' (650.60')R1 10 ° 0 gI 1 OI (0 I 1 S 59'33. "E 0 1 0 G 1 0 0 oI 1 BLOCK 2 S I S' 89 i oI 0 co Go rn 0 MISSION S 89 163.39 10985 SO.FT. " I.P. 138.38, 2 11070 SO.FT s 89 59'33 "E 138.37 3 11069 SO.FT. S 89 E 136.35 4 11067 SO. FT. 138.34 5 11067 SO .';FT S 89 138.33 ;_; A i' STRIP LOT ; 7 BLK 2 118.31 N 89 ° 45'56 "E 163.31 1 11020 SO.FT. BLOCK 138.30 2633.16' 13470 SOFT. � 1 ; / L - - -- -- 118.32 I (0 ( N r MAXWELL C 10'' WIDE 'PUBLIC UTILITY EASEMENT CURVE DELTA RADIUS 1 90'00' 20.00 2 90'00' 20.00 3 89 " 45'29" 20.00 4 90'00'00" 20.00 5 90'00' 20.00 6 90'14'31" 20.00 TOTAL DISTANCE W1 (O W� u 0 0 1 to o 0 v •■ �° 1 O 11 325.39 _ " (325.30') R1 25, 00125.00 N 89°59'09"W 325.30 <RI< AVENUE S 89 0 59'33 "E 162.00 116.92 iZO'X ZC - IR��Ga IaT l0 fJ T uRp-.3 % E/...SE/NEUT DOC. No.168427C 23204 SOFT. 1c) u-) ivE '1=2-Rn.t 'e- t'PLrE!)1_1e- 1.1""r 6 1 F//E� BLOCK 1 S 89 ° 59'33 0 E 1 137.00 t 10960 SO.FT Io Im 2 S 89°59'33"E 137.00 3 10960 SO.FT. S 89 ° 59'33 "E 137.00 4 10960 SO.FT. S 89 ° 59'33 "E 137.00 AVENUE _ N 89 ° 45'56 "E 162.00 A 1' STRIPE" LOT 6 BLK 1 i m � 0 ARC TANGENT 31.42 20.00 31. 20.00 31.33 19.92 31.42 20.00 31. 42 20.00 31 .50 20.08 (325.3') R1 5 117.00 117.00 1 11027 SO.FT." I I BLOCK 4 1__J 137.00 BEING A REPEAT OF LOT TO GREENACRES IN BOOK NW 1/4 OF SECTION 18, 10' WIDE PUBLIC UTILITY EASEMENT RANGE 45 EAST W.M. I b 0 BASIS OF BEARINGS: THE BEARING OF N 89 ° 59'33 "W ON THE NORTH LINE OF THE NW 1/4 OF SECTION 18, TOWNSHIP 25 NORTH RANGE 45 EAST, W . M ., , AS PER PLAT OF FLORA ADDITION WAS USED AS THE BASIS OF BEARING FOR THIS PLAT. m m . •m CU N CID U.1 v 0 V r, 0 0 �I CHORD CHORD BRG 28.28 S 45 ° 14'04 "E 28.28 N 44 ° 45'56 "E 28.22 S 45 ° 06'49 "E 28.28 S 44 ° 45'56 "W 28.28" N 45 28.34 N 44 12 0 (1 (o Center Line EXISTING TRACK Center Line RIGHT -OF -WAY N LEGEND: S 89 59'33 "E 1626.97' 1626.95' (1626.50') R1 eV. 1- 0 z SCALE 1 FOUND AS NOTED SET 1/2" REBAR WITH YELLOW PLASTIC CAP LS #16198 R1 PLAT OF BACON'S ADDITION IP IRON PIPE 813.50' (813.25')R1 13 1626.5 (1626.50')R1 BOONE AVENUE N 89 ° 53'52 "E GU 15 N 16 3.00' 20' N • 1 20' SPOKANE COUNTY, WA J 0 1 co to 0 0 r co m 1 0 0 0 z MAXWELL Fd. R/R Spike to 'O 4- 0) O a a� W c U •r.1 a c M. W 0 W z CV 'O m t- ; cc m RI r®® 6 OF BACON'S AUDITION PAGE 15. IN THE TOWNSHIP 25 NORTH 0 U ° DESMET DEDICATION ADDITION • KNOW ALL MEN BY THESE PRESENTS, that Eric R. Carpenter and Linda M. Carpenter, husband and wife; Ralph Guthrie and Gertrude Guthrie, husband and wife; and Pacific First Federal Savings and Loan Association; have caused to be Platted into Lots, Blocks and Streets the following described property: All of Lot 6, of BACON'S ADDITION TO GREENACRES as per plat recorded thereof in Volume "J" of Plats at Page 15, and being part of the Northwest Quarter of Section 18, Township, 25 North, Range 45 East, Willamette Meridian, situate in Spokane County, State of Washington; and to be known as KRIKEN- GUTHRIE ADDITION. They do hereby dedicate to public use forever the roads, and public utility easements shown within this plat. Lot 6, Block 1; Lot 7, Block 2; and Lot 2, Block 3 are 1 foot strips and are hereby dedicated to Spokane County as general property to be dedicated for roadway purposes at such time as roads are extended as full width public right -of -ways. An individual driveway access permit, for the approach to the County road system, is required prior to the issuance of a building permit for each lot. No more than one dwelling unit may be placed on any one lot, nor shall any lot be further subdivided for the purpose of creating additional lots or building sites without filing a replat. No direct access will be allowed from lots to Mission Avenue except for existing dwellings. Subject to specific application approval and issuance of permits by the Health Officer, the use of individual on -site sewage disposal systems may be authorized. All lots within this subdivision shall be double plumbed for connection to future area wide sewer collection system. A 10 foot wide utility and drainage easement, as platted and shown hereon, lying adjacent to all front lot lines for the purpose of installing, operating and maintaining drainage swales and drainage facilities to dispose of runoff is hereby granted. The County of Spokane is hereby granted the right of ingress and egress to all drainage easements adjacent to the public rights -of -way. The property owner shall maintain the drainage swale with a permanent live cover of lawn turf, with optional shrubbery and /or trees, which do not obstruct the flow and Perculation of storm drainage water in the drainage swale as indicated by the grade of adjacent streets. 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 Sucessor(s) from objection to any � y; 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. The use of private wells' and water systems is prohibited. A public water system as approved by County and State Health authorities and the local fire district and purveyor will be installed within this plat, and the subdivider will provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot. Subject to Declaration of Covenants filed on the 6S day of Frbr0uatY , 1985 as Document No. $5'02.010•504, which by reference are made a part hereof. IN WITNESS WHEREOF the aforesaid owners have hereunto set their hands this /1,//-/ day of 4? ,. , 1985. )1‘,./1., 1 Eric . Carpenter Linda M. Pacif c First Federal Savings and Loan Association e trude Guthrie a fic First Federal S.. ings and Loan Association Notary Public at • Notary Public in and for the at5p ay.x._ (92 -) 5 ACKNOWLEDGEMENT: STATE OF WASHINGTON) )ss, On this day of , 1985, before me. personally appeared Eric Iv{. Carpenter and Linda M. Carpenter, husband and wife, known to me to be the individuals that executed the within and foregoing instrument and acknowledged said instrument to be the free and voluntary act of said individuals for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my seal the day and year last above written. in and for the State of Washington, residing ACKNOWLEDGEMENT: STATE OF WASHINGTON) )ss, On this 1 day of / - Arc. `'t 1985, before me personally appeared Ralp1- Guthrie and Gertrude Guthrie, husband and wife, known to me to be the individuals that executed the within and foregoing instrument and acknowledged said instrument to be the free and voluntary act of said individuals for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my seal the day and year last above written. Notary Public in and for the S ate o ash h 'ngton, residing at c C ALtiJot__. (-cJ Y1- S ACKNOWLEGEMENT: State of Washington ) ss, On this Air day of 7,bl av , 1985, before me personally appeared 6 2). it,ti ,r , and Li,uAA k. Pl9uL -v 5 known to me to be the VicE lksveor and ASST. .SEe. , of Pacific First Federal Savings and Loan Association, a corporation, that executed the within and foregoing instrument and acknowledged said instrument to be the free and voluntary act of said credit union for the uses and purposes therein mentioned, and on oath stated that he /she is authorized to execute the said instrument. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my seal the day and year last above writte SPOKANE COUNTY UTILITIES DEPARTMENT: Examined and approved this Witt da tate of Washington, residing SPOKANE COUNTY ENGINEER: Examined and approved this .-. PP �� � day of/ �{ � L985. _f__ -1/l1 Spokane County Engineer • Director, SPOKANE COUNTY PLANNING DEPARTMENT: Examined and approved this .' day of /r, SPOKANE COUNTY TREASURER: I do hereby certify that all taxes which have and become chargeable against the..1and sown plat have been fully paid on this:Id y of 1985. ilities 1985. County Planning Dept. Director been levied within this {1, '` 1985 Spokane County "Teasu SPOKANE COUNTY ASSESSOR: Examined and approved this / day of 7J/2/2J/ , 1985. �` ll ..� . Spoka County Assessor SPOKANE COUNTY HEALTH DISTRICT: Examined and approved this lfi , day of 44d J. , 1985. 4 , c � , , °.. 1.; '. 4 Spokane Health Officer SPOKANE COUNTY COMMISSIONERS: This plat was examined and approved by he Commissioners of Spokane County on this , day of -' ,. , 1985, . wW Chairman, County Commissioners SURVEYOR'S CERTIFICATE: This map correctly represents a survey made by me or under my direction in conformance with the requirements of the Spokane County Subdivision Or re, L.S. # 16198 3I/1 ��. SENSKE & ASSOCIATES, INC. Civil Engineers /Land Surveyors S. 3009 Mt. Vernon Suite 101 Spokane, WA 99203 -4775 (509) 534 - 5272 12 13 Q 0 1- w 0 in .1 0 0 0 0 Cc CC 0 -J 10.'44''- ; H CORNER NOTES: I Found la I.P. with as follows. Fd. 'x' -on anchor Bolt ne 88.47' Ed. '•x' on anchor Bolt SE 78.48' Fd. Forming' nail in top of sawed off Power Pole. NE 45.11' Fd. Tack & Ribbon in top of fence post. NE 43.37' Fd. 'nail in NE Face of Power Pole +/- 2.5' above ground -SW 37.85' 3 co to . FOUND 1 1/2' PIPE + /- '0.3'' BELOW `ASPHALT. Fd. nail in East Face Light Pole +/- 2' above ground SW 43.22' 30' FOUND 1/2 REBAR W/CAP ABC 7317/13315 Set Tack 6 Tag in SW Face Power Pole LS #18198 +/- 2' above ground NW 46.78' Set 'x' in Conc. Curb +/- 1' from West end curb NE 48.13' Set Tack `& Tag LS 018198 in East Face Light Pole +/- 2' above ground SW 31.21' Fd. nail in NE Face' sawed off Power Pole +/- 2' above ground SE 34.00' Fd. nail & LS 0708 shiner in SW Face Power Pole +/- 3' above ground NE 82.55' m N CD N N to ow m r N .1 to to S 89459'33°E MISSION 880.79' S 89 163.39 850.78' (850.80') R1 650.81' (850.80') RI 10 0 0 I o`1 0 0 0 0 0 L_ ` -- F d. CURVE 1 2 3 4 5 118.47 10985 SG.F S 8959'33E s ' I.P. 138.38 11070 SG.FT S 89 59'33 138.37 3 11069 SG.FT S 89 138.35 4 11067 SG.FT BLOCK 2 S 89 138.34 5 11067 SG.FT 89 59'33 138.33 13470 SG.FT 118.32 ikg MAXWELL N 89 45'58 163 k A - STRIP ku LOT 7 BLK 2 - 118.31 1 1.1020 SG.FT � I BLOCK O 138.30 DELTA 90.00'00" 90'00'00 89'45'29 " 90'00'00' 90'00'00" 90'4'31' 2633.16' to G 0 Q 10 m 0 it AVENUE .31 N 89`45'56 162.00 A i'' STRIPY'm'l LOT 8 BLK i cuf m 0 2 4 69 W 10' WIDE PUBLIC UTILITY EASEMENT. RADIUS 20.00 20.00 20.00 20.00 20.00 20.00 TOTAL DISTANCE: 3 • 90,00 EC ' 11 25.39 >(325.30') Ri 0 118.92 J __-_ ?' • yc stp T 11�72�4 S�� ..T OS.J 1 T t � TLY7tNOl1 Ems' EJ., 3 I DOC. No 168427C 0 32 ARC TANGENT 31.42 20.00 31.42 20.00 31.33 19.92 31.42 20.00 31.42 20.00 31.50 20.08 KRIKEN AVENUE s 89 162.00 23204 SG. FT 1� _ . 110E 'S> C / a lwln.b 3:'1.1151.- 14. tsr1L. +E,/aSt✓hL� S 89'59'33 "E 4 10960 SG.FT. 1 (325.3') Ri BEING A REPEAT OF LOT 6 OF BACON'S AUDITION TO GREENACRES IN BOOK J, PAGE 15. IN THE NW 1/4 OF SECTION 18, TOWNSHIP 25 NORTH, RANGE 45 EAST W.M., SPOKANE COUNTY, WA. 117.00 117.00 CHORD 28.28 28.28 28.22 10. WIDE' PUBLIC UTILITY EASEMENT ;IO 0 0 :I. Q 11027 SG.FT. l m I BLQC.K 1 137.00 '-1 0 w 1 0 ' 4' • 0 0 w 0. H CHORD 8RG S 45'i4'04'E N 44' S 45 "06'49 28.28 S 44'45'56'W 28.28 'N 45.14'04'W 28.34 N 44 BASIS OF BEARINGS: THE BEARING OF N 89 ° 59'33'W ON THE NORTH LINE OF THE NW 1/4 OF SECTION i8, TOWNSHIP 25 NORTH, RANGE 45 EAST W.M., AS PER PLAT OF FLORA'' ADDITION WAS USED AS THE BASIS OF BEARING FOR THIS PLAT. 12 R1 Center Line EXISTING TRACK Center Line RIGHT -OF -WAY H N S 89'59`33'E 1828.97' 1828.95' (1628.50')Ri LEGEND: 13 S CALE 1"--50 FOUND AS ' ' NOTED SET i /2" REBAR WITH YELLOW PLASTIC CAP LS #16198 PLAT OF BACON'S ADDITION IP IRON PIPE 813.50'1 .251R1 1826.50' (1828.50') R1 1 BOONE AVENUE N 89 ° 53'52 "E GUT to 16 20' 0 to .J 3.00' 20' BRIE ADDITION M 0 4 0 0 .1 3 CO CI) 0 0 MAXWELL Fd. R/R Spike N 0 m 0 MI 0- ✓ o MV ✓ C O a-1 Ae 0 0 J ✓ V co CI Q N o Q Z a+ U U W V W o m DESMET DEDICATION KNOW ALL MEN BY THESE PRESENTS, that Eric R. Carpenter and Linda M. Carpenter, husband and wife; Ralph Guthrie and ; Pacific First and and wife; and P c Gertrude Guthrie, husband , Federal Savings and Loan Association; have caused to be Platted into Lots, Blocks and Streets the following described property: All of Lot 6, of BACON'S ADDITION TO GREENACRES as per plat recorded thereof in Volume "J" of Plats at Page 15, and being part of the Northwest Quarter of Section 18, Township 25 North, Range 45 East, Willamette Meridian, situate in Spokane County, State of Washington; and to be known as KRIKEN GUTHRIE ADDITION. They do hereby dedicate to public use forever the roads, and public uti easements shown within this plat. Lot 6, Block 1; Lot 7, Block 2; and Lot 2, Block 3 are 1 foot strips and are hereby dedicated to Spokane County as . general property to be dedicated for roadway purposes at such time as roads are extended as full width public right -of- ways. An individual driveway access permit, for the approach to the County road system, is required prior to the issuance of a building permit for each lot. No more than one dwelling unit may be placed on any one lot, nor shall any lot be further subdivided for the purpose of creating additional lots or building sites without filing a replat. No direct access will be allowed from lots to Mission Avenue except for existing dwellings. Subject to specific application approval and issuance of permits by the Health Officer, the use of individual on -site sewage disposal systems may be authorized. All lots within ....this subdivision shall be double . u plumbed for connection to future area wide sewer collection ` system. A 10 foot wide utility and drainage easement, as platted and shown hereon, lying adjacent to all front lot lines for the purpose of installing, operating and maintaining drainage swales and drainage facilities to dispose of runoff is hereby granted. The County of Spokane is hereby granted the right of ingress and egress to all drainage easements adjacent to the public rights-of-way. The property owner shall maintain the drainage swale with a permanent live cover of lawn turf, with optional shrubbery and /or trees, which do not obstruct the flow and percolation of storm drainage water in the drainage swale as indicated by the grade of adjacent streets. 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 Sucessor(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. The use of private wells and water systems is prohibited. A public water system as approved by County and State Health authorities and the local fire district and purveyor will be .installed within this plat, and the subdivider will provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot. Subject to Declaration of Covenants filed on the day of , 1985 as Document No. , which by reference are made a part hereof. IN WITNESS WHEREOF the aforesaid owners have hereunto set their hands this day of 1985. Eric R. Carpenter Linda M. Carpenter Ralph Guthrie Gertrude Guthrie Pacific First Federal Savings and Loan Association Pacific First Federal Savings and Loan Association ACKNOWLEDGEMENT: STATE OF WASHINGTON) )ss, On this day of 1985, appeared Eric R. Carpenter me personally pp enter and Linda P P Y M Carpente r , husband and wife, known to me to be the individuals that executed the within and foregoing instrument and acknowledged said instrument to be the free and voluntary act of said individuals for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my seal the day and year last above written. Notary Public in and for the State of Washington, residin at ACKNOWLEDGEMENT: STATE OF WASHINGTON) )ss, On this day of , 1985, before me personally appeared Ralph Guthrie and Gertrude Guthrie, husband and wife, known to me to be the individuals that executed the within and foregoing instrument and acknowledged said instrument to be the free and voluntary act of said individuals for the uses and purposes therein mentioned. IN WITNESS' WHEREOF, I have hereunto set my hand and affixed my seal the day and year last above written. Notary Public in and for the State of Washington residing at State of Washington ) ss, ACKNOWLEGEMENT: On this day of ,;1985, before me personally appeared , and known to me to be the and , of Pacific First Federal Savings and Loan Association, a corporation, that executed the within n and foregoing instrument and acknowledged said instrument to be the free and voluntary act of said credit union for the uses and purposes therein mentioned, and on oath stated that he/she is authorized to execute the said instrument. IN WITNESS WHEREOF, I have hereunto-set my hand and affixed my seal the day and year last above written. Notary Public in and for the State of Washington, residing at SPOKANE COUNTY ENGINEER: Examined and approved this day of , 1985. Spokane County Engineer SPOKANE COUNTY UTILITIES DEPARTMENT: Examined and approved this day of 1985. County Utilities SPOKANE COUNTY PLANNING DEPARTMENT: Examined and approved this day of , 1985. County Planning Dept. Director SPOKANE COUNTY TREASURER: I do hereby certify that all taxes which have been levied and become chargeable against the land shown within this plat have been fully paid on this day of 1985 Spokane County Treasurer SPOKANE COUNTY ASSESSOR: Examined and approved this day of , 1985. Spokane County Assessor SPOKANE COUNTY HEALTH DISTRICT: Examined and approved this day of 1985. Spokane County Health Officer SPOKANE COUNTY COMMISSIONERS: This plat was examined and approved by the Commissioners o Spokane County on this day of , 1985. Chairman, County Commissioners SURVEYOR'S CERTIFICATE: This map correctly represents a survey made by me or under my direction in conformance with the requirements -of the Spokane County Subdivision Ordinance. - J.Ronald Dunsmore, L.S. # 16198 4 " SENSKE & ASSOCIATES, INC. Civil Engineers /Land Surveyors S. 3009 Mt. Vernon Suite 101 Spokane, WA 99203 - 4775 (509) 534 - 5272 3 w n • • 0 m.:.. W ..o: z: ....., z `1. C.) w ti w C z . Q: : a UJ n.v'' CV 0.° E V) O. c:'?. aS u) 0-• z Z 20 1`:15 •_,0 ±00 :: 1 +00:.: 0 :0 •0+00 DRYWELL ;:TYPE .'.A RI GHT . 21. . Bb • TYPE. 3;':FRAME & GRATE :.: DRAINAGE::• BASIN : 1: +00 STANDARD COUNTY::: • BEAM GUARDRAIL: BARRIER ..: ,.. --.�- -yam► -'�. ..: „� . . ` - 2 +.00:.; .. 1 2+00: 'STANDARD :COUNTY BEAM.GUhRDRAIL :BARRIER .'.:: `t8 3 +OD lb 1 STANDARD COUNTY BEAM GUARDRAIL • BARRIER :':: • 4 +00 • 1 _ Y WELL T .' B ' ' . @STA . 4 +05 LEFT:`. 2 1'-.•8 TYPE :.3:. FRAME `& • : GRATE... T.O.G.- 14.78' DRAINAGE t`�`.. . ''"' '•... >;.��_ CURB CURB 5 +00 1 %1111MMERMEMM=EMMEMIIMMISM FLORA STREET 1 MIMI .. . --winalrrs ai � 1 �,�a ''Jim 111111MAIIIIIIMII 1111111 5 +00 SCALE -1 " =50 6 +0 0 '. 6 +00 CURB CURB DRYWELL TYPE .' @STA 800 & RIGHT. 21.8 TYPE 3 FRAME & GRATE T. 0.G.= 16.66 ORAINAGE BASIN 'F �11111111l . T, WEI "maw 1 t - fi Al J�1 (�1« 1 1\,.1‘111111� @ ®,11AIIII 1111111111111111L , ...,--"" 110 __• 111111_11111_ 91''' ' -. ti t � a �•' f3 . 'DEAD END SIGN PER M.U.T.C, & SPO CO STD. 7+00 STOP .•& STREET SIGN PER M.:U. T.C..Da. • &- • SPO.•CO STD:. • 7 +00 8+00 8+00 Z to m m' 0 ca IX 1-1 •W Z W > KEUFFEL &: ESSER :) PLATE 1, PLAN PROFILE A KRATM Company 48 7024 Made in U.S.A.* ... 0 +00 .' • t . 0 +00 DRYWELL TYPE A ' @STA 2 +11.00 &LEFT 21.80' TYPE ::3 FRAME & GRATE T.O.G. = 13.27' DRAINAGE BASIN D '`\ 1 +00 2 +00 STANDARD.000NTY BEAM. GUARDRAIL BARRIER DRYWELL. TYPE @STA 2 +11.00 & :HIGHT 21 TYPE 3 FRAME & GRATE T. O. G: =13.27 :. DRAINAGE BASIN 1+00 .A SCALE 1 " =50 11 . 2 +00 . . CURB. CURB 3. +00 p4 -00 - •'.'w••••••. - 0 • -4 +00 AV STANDARD.' _COUNTY • BEAM GUARDRAIL :..BARRIER :::.:::: 4 +00 CURB REVISION; SCALE "50. HOAR' : PRAWN BY- - CHECKE0:8Y ` 9RAWING•NOC'. OF SLATS CURB 5 +00 1 @STA 265.0;0;;: 6``: RIGHT 2 • ..•TYPE •3: FRAME' & ' G.RAT :' • ` ` JRAINAGE: 3ASI :' 1 5 +00 : :.;ST COUNTY. BEAM GUARDRAIL;: BARFRIER• ' • DRYWELL '.TYP . ' DRAINAGE BAS 6 +00 • -11 ah, �Ls MAWR amiige 'IRMIIIIIIIMo►si - M al =® • r .v.IA ./ Man IMMO MMUS MEM 7+00- .: SUB AREA 1 2 3 4 5 6 7 8 9 10 (max) Area in Acres S, Runoff Coefficient P a� -3 DATE NAME G N EL .S PROJECT /" BASIN NAME # of Sub Areas OVERLAND FLOW Ct = L _ N S RATIONAL FORMULA PROGRAM INPUT FORM DESIGN Q CHANNEL FLOW L = Z1 = Z2 = N _ B - S TD = tO 1/13/84 DRYWELL TYPE ' A ' @STA 2+65.00 & RIGHT 21.80' TYPE GRATE T.O.G. DRAINAG =14.26' STANDARD COUNTY BEAM GUARDRAIL BARRIER ea.' 105.71' STANDARD COUNTY BEAM GUARDRAIL BARRIER STANDARD COUNTY BEAM GUARDRAIL BARRIER z.,'"7. 49' DRYWELL TYPE 'T' @STA 4+05 & LEFT 21.90' TYPE 3 FRAME & GRATE T.O.G.=14.78' DflA.T,F F:\ST SCALE .1 6+00 ARC STREET 'DEAD END' SIGN PER M.U.T.D.D. 6 SPO CO STD. 8c) c>c: i3c> oe 7+0 0 552.60 00 \A/ il4g Moes <=>41,-" 3 / c., 0. = sc‘°4s' 29 I.% \ - r - = ' 2 i . 2co 0 112. I.L>ts.,- TYPE 3 FR • & GRATE T.O.G.=) .66' G.0 ?!\ p:rn ' • ••••• .• • •• • • • : : ' : . • '.1.":".•" • 1'.::: • :" : " •••••• ••••••••••: ••••:' ••••• ••••• ••••': •:••••• . :'...1.•:::• •• •••• • ••• •••••• . 1.1" .• • STOP STREET SIGN I-ER •R CZ:■•■■;Z> . • c:z> 14.1 z 11.1 0+00 e 1+00 41 11 U) L- t ■ * TM' t SC) I- - 1"E>/"--- - 2 . _ 1111111111 I= M 111 MI NI 11111111111111111111111111 MIMI 1. . NIIR19 1111111•11111mai It1 .. 1111114W4 similgM , iniiim■ 1111 I F NIMIM111111111111111111111111111EMINIIN M ■ EI g1=11111111•1=1111MIMOINNIIIII marl imIlimmil■lillimmilmmme 111111MAMMIIMM NIMILMIMilimM1111111rIE: 111111 M MEM NIIIIIII•M lloiniphiliniml= MIN .Imilimommi iMillifiliiliallor m4 milimw■-_ imirmilmaisi ••••••■ millimii 1111•01 M ill IIMIRI- IN I M NM ESE EMIIEWI EREEW 1. ••••11111•NIIIIMENIEd 1== =la maim liWr4lal• mod R E U I M 1 MIM ri airmillwrwmnolin ni " . MIME ram= VINTEmil I Ming liii MINH Oriftlimilirialgmlii NEM M4 M11111 MINIM 1/ilammal =MEIN R Erii anomm mminessiiiims = W m MIN= MUM 2211E5 - - - t - r - ••— DHYWELL TYPE 'A' UTA 2+11.00 &LEFT 21.80' TYPE d FH & GATE T.U.G.= '.27' LHAD 4G AS '0' BARRIER SCALE 1"=50' STANDARD COUNTY rn BEAM GUARDRAIL .0 Q ) CY 4 8 rs OHYWELL TYPE 'A' @STA 2+11.00 & HIGHT 21.80 TYPE 3 P @ GRATE T.O.G. 13 2 ' DRAINAGE BA\ IN 'A' W M M 0 • M M M z 0 < W M W MAXWELL STAND BEAM BARRI RD COUNTY UARDRAIL R AVENU SHEET TITLE PROJECT KRIKEN — GUTHRIE ADDITION 1345-79 PLAN IS PROFILES MAXWELL AVE CURB on , DRYWELL TYPE '13' ,".STA 2+65.00 & RIGHT 21.80' TYPE 3 GRATE T.O.G DRAINA IN 'B' STANDARD COUNTY BEAM GUARDRAIL BARRIER REVISION SE:14SM lk ASSOCIATES, INC. Civil Enginrs/Land Surveyors S. 104 Freya, Ste. 203 • Spokane, WA 99202 (54) 534-5272 6+00 7+00 DRYWELL TYPE @STA 4+05 & LEFT 21.80' 1YPE 3 FR ME & GRATE T.O.G. DRAINA L � 4 IN 'C' PROJECT DRAWN BY CHECKED BY DRAWING NO. OF 2 - SHTS >- co LU U- C: CL. a C— uJ < 0 Z M ( - 3 0 W >- w 1- W W ,Q >a : 0 < cr (f) CL. 0 ai Lf) E KEuFFEL & ESSER AKRATosc„m" 48 7024 Made in U.S A.* PLATE 1, PLAN-PROFILE \ '1 1 e-,o W F- J 0 0 W W 00 0 0 0 Z W 0 W „›- W W > FF- -- _ 0 cr D O Cl) 3 < 0 0 W 0 Z 0 Z W F- 0 >- 0 0 W w W 0 w U- CC Cl- 0 0 Z 0 W Q Y ~ O W 0 = W W U O Z W W , 0 A CC Q_ 0m 0 z KEUFFEL S ESSER A KRATOS Company 48 7024 Made in U.S.A.' PLATE 1, PLAN - PROFILE S� \ - 111-1Co NOTE BOOK MAXInELL ARG ` CENTERLINE SIDEWALK INLET CENTERLINE SIDEWALK INLET �, . WILBERT VAULT # WILBERT VAULT # ' @ STATION 2+10 @ STATION 4 +03 ct } SET PER CITY STD. 8114A y SET PER CITY STD. 8114A + 4. M .v I L.B�� - 1 - uh.. 1- .f w f rzn..r �\z�..... 1 SOD TO GRADE . �. TYPICAL SECTION N .T. S . TYPICAL DRIVEWAY IN SWALE S= 2 ' �a s t, ::. .. g .e . __ 8 .3: I t 2 t 4 ------ � 8 3 3: / • ��, f 8• g . 3 3 : \ _ 2 8% ---- ---------- l CURB DROPS MAXWELL (1 I MI SSION 3" �' E �JO Lll7 Gtwt_F2 n \ � o � \` - \ \ \\ \\ i MI ool ° . ;� 2" ASPHALTIC CONCRETE CLASS B AVENUE/ R�4'.�. s- 1 I /II J ` �r• ,-- r K� I ( 1 - DRAINAGE N.T.S. 12 INLETS & P.R G a S a 0 6 �� sq� -33•' a_ ob EDGE OF PAVING � . � 0 oK SIDEWALK & CURB u i SIDEWALK & CURB K n 4" CRUSHED ROCK TOP COARSE o OF 5/8" MINUS W.S.H.D. ° W.S.H.D. SPEC. ASPHALT CONTENT 5 3/4% TO 6 1/4% c 0 I 1 ° - - -- \ 1a. -- -- ( ° — i 1�.9z -_ %Lv x o 2'F�. i v� r o i- ° ^4 1n 35 t C? BCR STA 3+ 2 5 — @� T.O.C. ELEV. =17.81 � -� o b 6 t > - D - � H- --d 1�- 1• -�[ - ` 3.a I j ECR STA 4 +v t .3S I T.O.C. ELEV.= 17.92' •41. � - n• t . I I Y � o l PLAN VIEW A n A= P c D = a9 ° 45 29 ., , z = 20.00 31. 33 = 28. a2 -t' = 19 . °12 i 0 I 6 I `9 I (i 0 d o= Go \A•' 31,. R = 2o.c�C>' A = 3 \•SO' c = 28.34' T = 20.08' �' ♦ 2 t 14.) O � 8 �� P - _ i___ I 4 n i J - Criz/�1ra/s.-1....E ( EA.SE/tiEr -NT - _ 0 _ 2 .. • C) , oo N 2 I _ \ U `v it::)._ T>1Z /�.1 N h vE_ 4 "PuL3LtL u 1 - 7" t=5 I EJ,S>= /A-E -t--1 `r I I I i �„�. ,� DRYWELL TYPE ' A ' I I �� a 3 � @STA 2 +10 RIGHT 3 T. O. G. 7 0 DRAINAGE N �' 0 6 3� �. • I DAM SECTION N.T. . • �. c o o� --------+ 4 o s e.��$ „° __ DAM rv.T. 35 TYPICAL MAXWELL s.S./s--1______ S./s--1______ \ = z' DRYWELL LOCATION & P. SCALE 1 `` -50 , o� � ��� c � - b 0 10 W 17:"E... t o - D Rh., r�/.G�E 5 I 0 E-/�'S _ /s..E •... T i ( O I ,r II ° o Z - > t o ( -< D l a < o -4 2 - ) D t 1 p 2.' �XtSi 11JV . • . co Q 1G/.L TY \cam- d M ISSION AVENUE ��, : � I 8 3 : , o- tl ' % :i ',...//>.--- \mss ( j(/ TYPICAL SECTION , . A t � . 7 % , • r ;p� i ...._ A \o , 4" ASPHALTIC CONCRETE CLASS B W.S.H.D. SPEC. ASPHALTIC CONCRETE -+� L CURB TYPE B N.T.S. • -D��\ 1" , -5/">. (�� -../ t � 5 3/4% TO 6 1/4% TYPICA 4" CRUSHED ROCK TOP COURSE OF 5/8" MINUS W.S.H D. 1 — l - - -= — r _ - - ' 1 ; ' — . t I 21 _ 11 3 20 - - '- -' - - -- ---- -- �. -___ - -- - - - - - - -- -- — — — — _ -.. - _ — — 19 ,_ It1E C€ IME Pc RAB€ E XtSTI1G 1 8 — - • _ - - — - - -- _ — _ - -- - :: _ _ - _ _ -___ — -- ---- - - - - -- - r1 f< i:iT �� - — la 1 1 8 ILI ___ - may= - - -- -- - - -- -- - ---- - - - - -- -- . , - - - - - __ - - -- - - - 17 -it __� �i — _ - - - ii — — — — -- — �'ISS ►. ON A\. _N1 INC. . ; , : e MIME - . 101 4.5272 MEM= — — - _ — - -- - _ . e - -- :: __ - 0.94_5., — 0+00 1 +00 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 W F- J 0 0 W W 00 0 0 0 Z W 0 W „›- W W > FF- -- _ 0 cr D O Cl) 3 < 0 0 W 0 Z 0 Z W F- 0 >- 0 0 W w W 0 w U- CC Cl- 0 0 Z 0 W Q Y ~ O W 0 = W W U O Z W W , 0 A CC Q_ 0m 0 z KEUFFEL S ESSER A KRATOS Company 48 7024 Made in U.S.A.' PLATE 1, PLAN - PROFILE S� \ - 111-1Co NOTE BOOK SI TE P4 • REN1131(11`S No OF to TS /1 rYP Ior. /Z5 1315 /263o' rYP Lor FRO 967137 TOTAL ACRES f 4-.7 -- 7 �— - — — — - Coe C , To ee Removed \t1 3 .R7 / Co/76 7 be r Come, Sia.6 I 1 T° Be e /77o ved / � - f) /37 0 r ca.7cc fa be e /57 >`v r/rrda /i /"��/o ✓ I -L . /3' 7 X37 / 3 7 . / 7 Vic /n / f y Map No SCALE V I D AT D //2 Me A/W ?¢ of Sec /ion /8 T25/V R45E WM heom9 L o 6 07 Bacyot s add f/o n' fo ree/2QC //'l eco % zi Rage /5 SPOIQ SOR ERIC CAR P tt.1 T'€:R t1 WEST o +? St'0%SAt4E, VWAsi -1. 992.03 'h. 455-8024 THIS MAP CORRECTLY REPRESENTS A PLAT MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF SPOKANE T E COUNTY PLANNI NGg THE REQUEST OF ER/ t� . Cr- / ��LCJ�1�/,,`fi IN 6/ 6 OS T 1979 (Signed and Sewed) Certificate No. /5 Q ion SURVEYOR'S CERTIFICATE ' 'b :t 1 ', 134 • 2� G NM= MIME 1111•11•111•11 WI MN imi Nomml•••■•••=11 NM MINIM NNW MINSIMIENIMINI UNIOULIIMIIIIIMINEM = NIIMINI■MINNIMOVIEN• IMINIIR IIIIMMININ —"LL Q _IA MIMI =NM= MIILIIIIImpo. •1101•11•111sirOLLINIIIIII 111•211111MIIMEMIIMPAMINIRMINIRIMMINIMif NIIMAIUrilliglIMEI MEM IMURIIIN 1•1111111191•11•11MINEW MEN WE Iiii mmummummumme MIUMMEMMEMORMOMMEMM MK_ - '‘•1111 111110111MOMMI•0111 MEM MEMOMMUMMEWIRPME=a0MMMM IIIMIIIMIIIININILIMMIHMENIMI .• a =1111111•1•11•1111111=111111•11 MEM IIMINI91111111MITIMINIIIIIMINI 11111•1111■ 1•111••=1•1 IIIPININ 1111111111S411111111111MMElli111111MIrall111111111:11111111111101 Lamm 1111121111111EINIVINEMINI M INIGUWILINIIMINI a MEM IMM11011•1111MILIIIIIMIIIIINI MIIIIIIINNIIINNIHIIMIEMIIIMMOIIIIIIIIMIIZIIRU NI RILMIN 111•1111■NalIGIIIIIIIM I INIMMINIIII1k1 Will•Illin 01113110111111111111111111111111110E l!!.11 1 k ,. , Mil= allINIMIIIIIIIIIIIIIMMININ � 1111111MIIIIIIIMMINIIIIII MI= - - AIIIII■IIMIMIIIIIMwaSiiiINNII- immi....-- . Mow= DRYWELL T'1 @STA 2+65. TYPE 3 FAA T .O.G.= titsr DRAINAGE B E 0 & RIGHT 21.89' E & GRATE 4-0 SIN '6' STANDARD COUNTY BEAM GUARDRAIL BARRIER W/6" ASPHALT CURB 670.89.: 105.71' 0+00 1+00 2+00 3+00 STANDARD COUNTY BEAM GUARDRAIL BARRIER W/8" ASPHALT CURB A I .6-r-Rtp iT STANDARD COUNTY BEAM GUARDRAIL BARRIER N/6 ' ASPHALT CURB a° CURB 4+00 5+00 ALL DRIVEWAYS ARE 18' WIDE CENTERED ON DRIVEWAY LOCATION. SCALE 1"=50' DRYWELL TYPE '35' 'P.STA 8+0 & RIGHT 21.80' TYPE 3 FR ME & GRATE T.0.6.= AAcE BA'fl'N 'DEAD END' SIGN PER M.U.T.C.D. S SPO CO STD. i2,0 <2,0 552.60' (1 q v L-VR33 - - 1Z - Fz K. 'E._ "P•c, L , /A 1 " k t■-1 k :D\r - 1 . w z < z 0 C') C') 1-1 1-1 cr--e LNL:T" ‘ SC) t_ e-- II -; __A- - -__.-- --_-- - _.... M =KM rim P. MI MUM 4 0111111MUMMIMMI ' =IV MINN 1 ' 1 ami ....... =mg PLATE 1, PLAN-PROFILE 0+00 1+00 2+00 UHYWELL YPE ' ' @STA 2+11 . 00 &LEFT 21 . 80 ' TYPE 3 FR ME & GRATE T.O.G. [HAD AGE EIASIN '0' o f UF J Re DRYWELL TYPE 'A' Hp @STA 2+1 .00 & HIGHT 21.80'41) TYPE 3 F AME & GRATE T.O.G.= DRAINAGE BASIN 'A' STANDARD COUNTY BEAM GUARDRAIL p BARRIER Qict< W/6" ASPHALT .t URB SCALE 1"=50' 3+00 4+00 DATE PROJECT SEEP4SPCIE 14 ikSSIC)(iklriES, 114(;. Civil Erg • Surveyors S. 104 Freya, Ste. 203 - Spokane, WA 99202 (509) 534-5272 SCALE " i =5O 'HORIZ I5 VERT I OF 2- SHTS DRYWELL TYPE '13' P.STA 2+6. . 00 & RIGHT 21 . 80 ' TYPE 3 F 'AME & GRATE T.O.G.= DRAINAGE ASIN 'B' C 6+00 STANDARD COUNTY BEAM GUARDRAIL BARR. ER W/6" ASPHALT CURB' DRYW L TYPE 'B' @STA 4 +05 & LEFT 21.80' I YPE 3 FRAME & GRATE T . 0 . G . - DRAINAG BASIN ' C ' 0 0 w w 0 ww 0 0 )- 0 z< p >- Lij > Z X 0 (9 • _J I- (f) 3 < CC 0 0 lii 00 Z z Ui F- UJ C) CC C/) z < F- Y 0 u j ° Z LLI W a Q0 0 Z >- uj 00 Ui LLI v" 0 >FO :D C) CC _I Cr 1-- C/) 0- 0 cci Cl) cL 0 z VIICP CENTERLINE SIDEWALK INLET WILBERT VAULT # @ STATION 2+10 SET PER CITY STD. 8114A SIDEWALK & \ 1 8.4'7 ' CURB a = S9'45' 29'. e -= 20.00 A = 31. > 33 c = 28 T = 1°t. ot2 10 LLJ 1'Dl - p1Z/>1N/wE E - P>,3L -1G CENTERLINE SIDEWALK INLET WILBERT VAULT # @ STATION 4 +03 7 SET PER CITY STD. B114A w ) JaF'F'G c EDGE OF PAVING SIDEWALK & CURB t 1 Co.92-' IN SWALE DAM SECTION N.T.S. 4" CRUSHED ROCK TOP COARSE OF 5/8" MINUS W.S.H.D. ow i L11JE / / / 4" ASPHALTIC CONCRETE CLASS B W.S.H.D. SPEC. ASPHALTIC CONCRETE 5 3/4% TO 6 1/4% 4" CRUSHED ROCK TOP COURSE OF 5/8" MINUS W.S.H.D. 2" ASPHALTIC CONCRETE CLASS B W.S.H.D. SPEC. ASPHALT CONTENT 5 3/4% TO 6 1/4% MISSION AVENUE TYPICAL SECTION . - 2 . - 8 ° / a PLAN VIEW CURB DROPS DRAINAGE INLETS MAXWELL & AR c. N.T.S. TYPICAL CURB TYPE 'B N.T.S. w I- 0 r co 'Q 0 0 ww Y Y 0 0 w w S S 0 0 I- Q O w 0 W w w u > H C Z 7 O CC O :J_J U) O- Q� 0 0 CO w 0 0 Z Z w I- 0 >- co w CD U- 0 0 Z o w 0 w 0 Z w 0 U 0 w F—W„ U > Cr a : U) O- 0 c O (!) 0 z 21 20 19 18 17 21 20 19 18 17 0 +00 ASPHALT CURB BARRIER @ WEST END OF MAXWELL LOCATED BELOW GUARD'RTE SCALE 1 "= 50' 3" 12" ASPHALT CURB SECTION N.T.S. NOTE: ALL. DRIVEWAYS MINI N=INII1M 11 M a.... CENTERED ON III 1 +00 IIIIIIIIIMIIIIIM Inimasim . .... • • I E � w -EN � 1111 . - WA =mum =• Kw =in wilmiNEININIENN ■1 ®=INNE©!t 1111111MMIMENIE0541 sn p ® m®_ _ -- >n IMITM1,11EMEINNIENNIII=NEElawLesumwsimal.mrsmormormamm.111HEMMEMIIIIIM, '' 1'i'IN1111 iiid •�••• "' MIN MUM - - -- -- III - - - -- -III■ . -- - -- III 11111 � �= � �� 5+00 6 +00 7 +00 ... m=1E...ME =ram 111 i �i "i■ i ii = 11 :i ® - sue= "M.m m000mm ENNEININIMENE ■- rr'ilwi — MEN 7 ®iii N■ 1i ► \ I �l 11111111111111111111111111111111111111111111 MINININENNEM ®_ � ®s _e_ 2+00 3 +00 4 +00 KEUFFEL S ESSER A KRATOS Company allmamm MP_ 48 7024 Made in U.S A.* PLATE 1, PLAN - PROFILE ulunia MINIM MENNEN s M 11111111111111 MEMO MINIM NEM= N111110111 MENEM NO. SHEET TITLE PROJECT DATE REVISION KRIKEN - GUTHRIE ADDITION 1345 -79 PLAN & PROFILES MISSION AVENUE SENSKE & AS : IAT'ES, INC. Civil Engineers /Land Surveyors S. 104 Freya, Ste. 203 - Spokane, WA 99202 (509) 534-5272 BY PROJEC 1 7 7 6 SCALE i' =50'HORIZ i' =5' VERT DATE DRAWN BY CHECKED BY DRAWING NO. 2 OF 2 SHTS _ II II IMKOM1111 1ci�i� ma�yy,, l�1rll�!lf�T' . EMENENBEIENE 1J \ 'l r 1�0 4 -5272 21 20 19 18 17 21 20 19 18 17 SCALE 1 CENTERLINE SIDEWALK INLET WILBERT VAULT # @ STATION 2 +10 SET PER CITY STD. B114A 01 S 8 ` i ° S°N' 33" E 1 \ *3.4-1' p = a9 45 2` 20 .0 A = 3t. 33 c = 2 8. a2 —r 0 12 DRYWELL TYPE 'A' @STA 2 +10 RIGHT 31.8' T.O.G.= tco.s'7 DRAINAGE BASIN 'E' MISSION CE\ITER _INE JRADE — y W 1 L$�SZT Vh-U�T UT1L \T� V/�,uLi £ SoL� Ujv 4 AVENUE/ - Rs-Q'•"=. s� EDGE OF PAVING ' CENTERLINE SIDEWALK INLET WILBERT VAULT # @ STATION 4 +03 SET PER CITY STD. B114A SIDEWALK S CURB USE SPOKANE COUNTY STANDARD-CURB E-- GUTTER T ' '1"." kammi anima \misrhalmumi\I U/ SOD TO GRADE IN SWALE 12. SECTION N.T.t. 4" CRUSHED ROCK TOP COURSE OF 5/8" MINUS W.S.H.D. 4" CRUSHED ROCK TOP COARSE OF 5/8" MINUS W.S.H.D. 4" ASPHALTIC CONCRETE CLASS B W.S.H.D. SPEC. ASPHALTIC' CONCRETE 5 3/4% TO 6 1/4% Ex I t-5L, MISSION AVENUE TYPICAL SECTION 2" ASPHALTIC CONCRETE CLASS B W.S.H.D. SPEC. ASPHALT CONTENT 5 3/4% TO 6 1/4% `8 PLAN VIEW DAM N.T.S. CURB DROPS — DRAINAGE INLETS MAXWELL & N.T.S. TYPICAL CURB TYPE N.T.S. 4 -5272 0 0 CO w 0 Z I 0 z W O W c Z W 0 I 0 w Z W _ W w o > h 0 • cn a0m U) 0 z O Z KEUFFEL S ESSER A KRATOS Company 48 7024 Made in U.S A.* PLATE 1, PLAN - PROFILE 2110 212c) r In WI= a Imm ■ Abom ME=M1 .--LMMv ffrm EIBEE MMIIMMIAN I MO 111 ,11 M MUM! =1,M= 1111111111111111111110111111111= 111111111111111111.11111111 M I 1 1 rair MEM all11111114.., Min UNIONMENEWAENNSH =EMI j 11111 MEI ...ma MEE 11111i1111 Mill MINIUM ........mm.... ...... NININIII emmulNEN niiNIM MI ,- .„„,....' 111111N11111111111111NalidlINININIIIIISNINI EN= MMFAMMPIIMBII .-- IMR■N=1111111111111111N11____ IEN=4 MINN INWAINIMINIII1 EN= MIIIMIll ammulsommmiummummi IIINIIIINNIIIMIIM1111111111N11111111111111111NMIIIINNE1111111111WANMINIMINLIIINN IINININNINKII li111111NINNINNININIIN ■EINIIIILNIMIIMIIIIIIN, ENNLIMMIIMil NIIIIIIIIIIIIIIIIIIIMPP. LB LMIN/ mime am= =MEIN ,■ MINIM STANDARD COUNTY BEAM GUARDRAIL 1 8 BARRIER MK A t' t CURB 3+00 MAXWELL CURB 0 • 4+00 AVENU 15'- I I 7 . co CURB CURB NO. DATE REVISION BY SHEET TITLE KRIKEN - GUTHRIE ADDITION 1345-79 PROJECT PLAN PROFILES MAXWELL AVE El ARC STREET SENSKE & ASSOCIATES, INC. Civil Engineers/Land Surveyors S. 104 Freya, Ste. 203 - Spokane, WA 99202 (509) 534-5272 PROJ SCALE 1"=50'HORIZ 1 VFRT DATE DRAWN BY CHECKED BY DRAWING NO. I OF 2 - SHTS 5+00 I 1 .S71'2 IT' 6+00 STANDARD COUNTY BEAM GUARDRAIL BARRIER 7+00 14.1 2.120 LU I- 0 0 0 z 0 < 1— Y 0 0 w 0z I F- 0 (-) () Wo z 0 >-ui Int 0 Ct 0 < IX D _J 1/) a- 0 Ca U) w t- o d z z 212.0 z 2120 2115 0+00 s + 0 0 2+ 01 - co 1+00 STANDARD COUNT BEAM GUARDRAIL BARRIER DRYWELL TYPE @STA 2+65.( & RIGHT 2.1.80' TYPE 3 FRAME & GRATE T.O.G.= DRAINAGE BASIN 2+00 fN 3 u:> G 0.82! 105.71' <=n /STANDARD COUNTY BEAM GUARDRAIL BARRIER (a vlittAil A -5 4- 0 STANDARD COUNTY BEAM GUARDRAIL ARRIER 3+00 L. = ci ■=bc=:: cx>" = C. r: F-F 071 7 7 I 0 4+00 CUR CURB DRYWELL TYPE 'I5' @STA 4+05 & LEFT 21.80' TYNE 3 FRAME & GRATE T.0.6.= 14.9 ORAIN*E BASIN 4+00 E 3CD . c.C3' A- 5+00 4 5+00 80. 00 4- 11101 UI UI UI UI PI. LL INNITil ammitimma 11:11111INEN •11111111111NMIIINMENNIMNINNW' WiENINNZI U U 1•111111111111 es=misiormswcw.=- MINN NININN NOINNE I.PwilSVRIENNN MENNE ----- 6+0 STREET 6+00 'DEAD END' SIGN PER SPO CO STD. 85).00. I 0. 2_ CURB DRYWELL TYPE '33' @STA 8+00 & RIGHT 21.80' TYPE 3 FRAME & GRATE T.O.G.= 14.).740 NvAJNASE B49IN 7+00 2.. STOP & STREET SIGN PER M.U.T.C.D. & SPO CO STD. 7+00 552.60' c \/■/ CURB co I 4-ci.cm' 2c; car: e.ovEtz. 6+00 t_V.3 = O 14: " = . SC,‘ C- . "T" KEUFFEL & ESSER A KRATOS Company 6+00 48 7024 Made in U.S A.* Ui 0 U) 0 - 3 Z. "r:CSZca - "P. 1:=1::" LE. , /A I t •S -trt ■ fTI `=2)'7 w z uJ 0 CD 1-1 1-1 PLATE 1, PLAN—PROFILE 0+00 CSt I k" ■•(:) t E3z 1+00 - K.E_. t•-a . //•• 4 - 1` . NA; 0+00 1+00 SCALE 1"=50' ORYWELL TYPE @STA 2+11.00 &LEFT 21.80' TYPE 3 FRAME & GRATE CRAIrAGE BASIN 'D' TA 0 OP 44. CD 2+ 1 0 DRYWELL TYPE 'A' @STA 2+11.00 & HIGHT 21.80 TYPE 3 FRAME & GRATE T.O.G.= t'S.?Y1' DRAINAGE BASIN 'A' I— W O) ", CO o • CC CD CI_ 0) z 1-1 L 131- t .32. I 8. - 3 I 7 0 -% G. ' . ( C STANDARD COUNTY BEAM STANDARD BARRIER 3+00 4+00 crLT' 5+00 W 0 a_ 0 z DRYWELL TYPE '13' @STA 2+65.00 & RIGHT 21.80' TYPE 3 FRAME & GRATE T.O.G.= 14. DRAINAGE BASIN 'B' DRYWELL TYPE @STA 4+05 & LEFT 21.80' 1YPE 3 FRAME & GRATE T.O.G.- AJ DRAINAGE BASIN 'C' 6+00 •===. 54 v 7+00 STA _ _ j l j I. rig- ► j I I I I n ; d I ' I ii _ u + M c 1 Fl NEN= _ 4 LI =MN 1 6 .-- . . . • I I I 1 ! t r o g� I = -rs 0 C . . . . . . ! i I rk "ova t ! I ! . . . I I I ! !III ;Hi PH NNE= =MOM 1-- ___ r . .1. IIIIIImmumall ___ _I NU M _____ _______ _ -- _ immuummrumom ..11 . 114 . IINU NM .- NEN= --. mmum ill15111111 =mum mismommoommommum I II _ __ III - ismommommummam -- smormommummum .__ . mom mom =S mom _______ I' °` ' I I I mom limmlim mom mom -0- INIIIINIM INWM MINN MENU IIIIIMININNINLM MENININNENF • r ONNNI WENN' ftlft- NOME MENN, mom =NNE k fl ----t- _ r r 9y + l "v If sommisommummomm MEM mono mom 4 __ + 0 M N ummasommilmil _ I i 1 mmoommommul In ; (1 - IIII1 ..4. =MN MUNN = -- PNENEUNNNN ILMIGill MEMEN MONNE =NNE , UniiiiiM• 11111[1111 4111111111 IIINNNEENNUMENNWIl NM r alli limpiegi . _ mummummagmlumps ___ __ Ill 11111 mom mom MEM IIII IIIII IIIMM mmmmilim NEM 19 NENNEENNNINNNEUMEM IIINNENNNEENSI M ENNWAMENNEMENN NM= ENNUMENNONIONN ENNELIUMB 221INNNUNNENNENNOUNHIR NAINNEMENNN . 0 ' , L.509-- 2110 212c) r In WI= a Imm ■ Abom ME=M1 .--LMMv ffrm EIBEE MMIIMMIAN I MO 111 ,11 M MUM! =1,M= 1111111111111111111110111111111= 111111111111111111.11111111 M I 1 1 rair MEM all11111114.., Min UNIONMENEWAENNSH =EMI j 11111 MEI ...ma MEE 11111i1111 Mill MINIUM ........mm.... ...... NININIII emmulNEN niiNIM MI ,- .„„,....' 111111N11111111111111NalidlINININIIIIISNINI EN= MMFAMMPIIMBII .-- IMR■N=1111111111111111N11____ IEN=4 MINN INWAINIMINIII1 EN= MIIIMIll ammulsommmiummummi IIINIIIINNIIIMIIM1111111111N11111111111111111NMIIIINNE1111111111WANMINIMINLIIINN IINININNINKII li111111NINNINNININIIN ■EINIIIILNIMIIMIIIIIIN, ENNLIMMIIMil NIIIIIIIIIIIIIIIIIIIMPP. LB LMIN/ mime am= =MEIN ,■ MINIM STANDARD COUNTY BEAM GUARDRAIL 1 8 BARRIER MK A t' t CURB 3+00 MAXWELL CURB 0 • 4+00 AVENU 15'- I I 7 . co CURB CURB NO. DATE REVISION BY SHEET TITLE KRIKEN - GUTHRIE ADDITION 1345-79 PROJECT PLAN PROFILES MAXWELL AVE El ARC STREET SENSKE & ASSOCIATES, INC. Civil Engineers/Land Surveyors S. 104 Freya, Ste. 203 - Spokane, WA 99202 (509) 534-5272 PROJ SCALE 1"=50'HORIZ 1 VFRT DATE DRAWN BY CHECKED BY DRAWING NO. I OF 2 - SHTS 5+00 I 1 .S71'2 IT' 6+00 STANDARD COUNTY BEAM GUARDRAIL BARRIER 7+00 14.1 2.120 LU I- 0 0 0 z 0 < 1— Y 0 0 w 0z I F- 0 (-) () Wo z 0 >-ui Int 0 Ct 0 < IX D _J 1/) a- 0 Ca U) w t- o d z z 212.0 z 2120 2115 0+00 s + 0 0 2+ 01 - co 1+00 STANDARD COUNT BEAM GUARDRAIL BARRIER DRYWELL TYPE @STA 2+65.( & RIGHT 2.1.80' TYPE 3 FRAME & GRATE T.O.G.= DRAINAGE BASIN 2+00 fN 3 u:> G 0.82! 105.71' <=n /STANDARD COUNTY BEAM GUARDRAIL BARRIER (a vlittAil A -5 4- 0 STANDARD COUNTY BEAM GUARDRAIL ARRIER 3+00 L. = ci ■=bc=:: cx>" = C. r: F-F 071 7 7 I 0 4+00 CUR CURB DRYWELL TYPE 'I5' @STA 4+05 & LEFT 21.80' TYNE 3 FRAME & GRATE T.0.6.= 14.9 ORAIN*E BASIN 4+00 E 3CD . c.C3' A- 5+00 4 5+00 80. 00 4- 11101 UI UI UI UI PI. LL INNITil ammitimma 11:11111INEN •11111111111NMIIINMENNIMNINNW' WiENINNZI U U 1•111111111111 es=misiormswcw.=- MINN NININN NOINNE I.PwilSVRIENNN MENNE ----- 6+0 STREET 6+00 'DEAD END' SIGN PER SPO CO STD. 85).00. I 0. 2_ CURB DRYWELL TYPE '33' @STA 8+00 & RIGHT 21.80' TYPE 3 FRAME & GRATE T.O.G.= 14.).740 NvAJNASE B49IN 7+00 2.. STOP & STREET SIGN PER M.U.T.C.D. & SPO CO STD. 7+00 552.60' c \/■/ CURB co I 4-ci.cm' 2c; car: e.ovEtz. 6+00 t_V.3 = O 14: " = . SC,‘ C- . "T" KEUFFEL & ESSER A KRATOS Company 6+00 48 7024 Made in U.S A.* Ui 0 U) 0 - 3 Z. "r:CSZca - "P. 1:=1::" LE. , /A I t •S -trt ■ fTI `=2)'7 w z uJ 0 CD 1-1 1-1 PLATE 1, PLAN—PROFILE 0+00 CSt I k" ■•(:) t E3z 1+00 - K.E_. t•-a . //•• 4 - 1` . NA; 0+00 1+00 SCALE 1"=50' ORYWELL TYPE @STA 2+11.00 &LEFT 21.80' TYPE 3 FRAME & GRATE CRAIrAGE BASIN 'D' TA 0 OP 44. CD 2+ 1 0 DRYWELL TYPE 'A' @STA 2+11.00 & HIGHT 21.80 TYPE 3 FRAME & GRATE T.O.G.= t'S.?Y1' DRAINAGE BASIN 'A' I— W O) ", CO o • CC CD CI_ 0) z 1-1 L 131- t .32. I 8. - 3 I 7 0 -% G. ' . ( C STANDARD COUNTY BEAM STANDARD BARRIER 3+00 4+00 crLT' 5+00 W 0 a_ 0 z DRYWELL TYPE '13' @STA 2+65.00 & RIGHT 21.80' TYPE 3 FRAME & GRATE T.O.G.= 14. DRAINAGE BASIN 'B' DRYWELL TYPE @STA 4+05 & LEFT 21.80' 1YPE 3 FRAME & GRATE T.O.G.- AJ DRAINAGE BASIN 'C' 6+00 •===. 54 v 7+00 STA j l j I. rig- ► j I I I I n ; d I ' I ii _ u c 1 Fl _ 4 LI 6 .-- . . . • I I I 1 ! t r o g� I = -rs 0 . . . . . . ! i I rk "ova t ! I ! . . . I I I ! !III ;Hi PH 1-- r . .1. ___ ___ ____ ____ _________ _____ _______ _ _ ..11 . 114 . IINU NM .- NEN= --. t 1 I II _ __ III .__ . I' °` ' I I I 4 MUM MM. UMIIIMM MEM MONO MEM INIIIINIM INWM MINN MENU IIIIIMININNINLM MENININNENF • r ONNNI WENN' ftlft- NOME MENN, mom =NNE k fl ----t- _ r r 9y + l "v If MEM mono mom 4 + 0 M N I i 1 In ; (1 ..4. =MN MUNN = 2110 212c) r In WI= a Imm ■ Abom ME=M1 .--LMMv ffrm EIBEE MMIIMMIAN I MO 111 ,11 M MUM! =1,M= 1111111111111111111110111111111= 111111111111111111.11111111 M I 1 1 rair MEM all11111114.., Min UNIONMENEWAENNSH =EMI j 11111 MEI ...ma MEE 11111i1111 Mill MINIUM ........mm.... ...... NININIII emmulNEN niiNIM MI ,- .„„,....' 111111N11111111111111NalidlINININIIIIISNINI EN= MMFAMMPIIMBII .-- IMR■N=1111111111111111N11____ IEN=4 MINN INWAINIMINIII1 EN= MIIIMIll ammulsommmiummummi IIINIIIINNIIIMIIM1111111111N11111111111111111NMIIIINNE1111111111WANMINIMINLIIINN IINININNINKII li111111NINNINNININIIN ■EINIIIILNIMIIMIIIIIIN, ENNLIMMIIMil NIIIIIIIIIIIIIIIIIIIMPP. LB LMIN/ mime am= =MEIN ,■ MINIM STANDARD COUNTY BEAM GUARDRAIL 1 8 BARRIER MK A t' t CURB 3+00 MAXWELL CURB 0 • 4+00 AVENU 15'- I I 7 . co CURB CURB NO. DATE REVISION BY SHEET TITLE KRIKEN - GUTHRIE ADDITION 1345-79 PROJECT PLAN PROFILES MAXWELL AVE El ARC STREET SENSKE & ASSOCIATES, INC. Civil Engineers/Land Surveyors S. 104 Freya, Ste. 203 - Spokane, WA 99202 (509) 534-5272 PROJ SCALE 1"=50'HORIZ 1 VFRT DATE DRAWN BY CHECKED BY DRAWING NO. I OF 2 - SHTS 5+00 I 1 .S71'2 IT' 6+00 STANDARD COUNTY BEAM GUARDRAIL BARRIER 7+00 14.1 2.120 LU I- 0 0 0 z 0 < 1— Y 0 0 w 0z I F- 0 (-) () Wo z 0 >-ui Int 0 Ct 0 < IX D _J 1/) a- 0 Ca U) w t- o d z z 212.0 z 2120 2115 0+00 s + 0 0 2+ 01 - co 1+00 STANDARD COUNT BEAM GUARDRAIL BARRIER DRYWELL TYPE @STA 2+65.( & RIGHT 2.1.80' TYPE 3 FRAME & GRATE T.O.G.= DRAINAGE BASIN 2+00 fN 3 u:> G 0.82! 105.71' <=n /STANDARD COUNTY BEAM GUARDRAIL BARRIER (a vlittAil A -5 4- 0 STANDARD COUNTY BEAM GUARDRAIL ARRIER 3+00 L. = ci ■=bc=:: cx>" = C. r: F-F 071 7 7 I 0 4+00 CUR CURB DRYWELL TYPE 'I5' @STA 4+05 & LEFT 21.80' TYNE 3 FRAME & GRATE T.0.6.= 14.9 ORAIN*E BASIN 4+00 E 3CD . c.C3' A- 5+00 4 5+00 80. 00 4- 11101 UI UI UI UI PI. LL INNITil ammitimma 11:11111INEN •11111111111NMIIINMENNIMNINNW' WiENINNZI U U 1•111111111111 es=misiormswcw.=- MINN NININN NOINNE I.PwilSVRIENNN MENNE ----- 6+0 STREET 6+00 'DEAD END' SIGN PER SPO CO STD. 85).00. I 0. 2_ CURB DRYWELL TYPE '33' @STA 8+00 & RIGHT 21.80' TYPE 3 FRAME & GRATE T.O.G.= 14.).740 NvAJNASE B49IN 7+00 2.. STOP & STREET SIGN PER M.U.T.C.D. & SPO CO STD. 7+00 552.60' c \/■/ CURB co I 4-ci.cm' 2c; car: e.ovEtz. 6+00 t_V.3 = O 14: " = . SC,‘ C- . "T" KEUFFEL & ESSER A KRATOS Company 6+00 48 7024 Made in U.S A.* Ui 0 U) 0 - 3 Z. "r:CSZca - "P. 1:=1::" LE. , /A I t •S -trt ■ fTI `=2)'7 w z uJ 0 CD 1-1 1-1 PLATE 1, PLAN—PROFILE 0+00 CSt I k" ■•(:) t E3z 1+00 - K.E_. t•-a . //•• 4 - 1` . NA; 0+00 1+00 SCALE 1"=50' ORYWELL TYPE @STA 2+11.00 &LEFT 21.80' TYPE 3 FRAME & GRATE CRAIrAGE BASIN 'D' TA 0 OP 44. CD 2+ 1 0 DRYWELL TYPE 'A' @STA 2+11.00 & HIGHT 21.80 TYPE 3 FRAME & GRATE T.O.G.= t'S.?Y1' DRAINAGE BASIN 'A' I— W O) ", CO o • CC CD CI_ 0) z 1-1 L 131- t .32. I 8. - 3 I 7 0 -% G. ' . ( C STANDARD COUNTY BEAM STANDARD BARRIER 3+00 4+00 crLT' 5+00 W 0 a_ 0 z DRYWELL TYPE '13' @STA 2+65.00 & RIGHT 21.80' TYPE 3 FRAME & GRATE T.O.G.= 14. DRAINAGE BASIN 'B' DRYWELL TYPE @STA 4+05 & LEFT 21.80' 1YPE 3 FRAME & GRATE T.O.G.- AJ DRAINAGE BASIN 'C' 6+00 •===. 54 v 7+00 STA . r 'e/770)/e°' 137 � r /3cr� /37 r G'brC. 4//7 i/ 7'c' be / I '; ,, j- C /37 /37 C) o • //7 / , 9 %l/.. "v Y4 he 77! L.0 74 r r /7 QCr95 f - ` e 4� rYP L, r $/ J 9 9 0 YP LU' .' _' � .. - / 7: L. ,i ?` L.7 / A/O Sc q t. of Sec /,of : /8 T25 R45514'/) Boco ;s 0V /t /o /o //7 L ? , •. Ra 9 e ` ? �r • • 5 ECE1VED FEB 2 1983 SPOKANE COUNTY PLANNING DEPARTMENT A t w'"� c .` sue' r:.. '9' // ti/:r 4v- 5 ;' .tea A t ,M )/f/4,. �4w SURVEYOR'S CERTIFICATE HIS MAP CORRECTLY . REPRESENTS A PL MP.DE BY ME OR UNDER MY •DIREC'ION IN CONrO A RMNCE VJITr1 THE Y QUi REVEN .S OF SPOKANE COUNTY PLANNINGAT 1HE • B Vjv.' i . "' f w4 %7 .++' '^'..^ (Signed and Sealed)_. ' r Certificate No. 0 ( /06.7 / ()6,66 /1 VI 0 1 406.6 /0 0 /06/ 0 g /06.66 /02.61- 6 0 /0? /02 /04 7 lit) rfq /02 /02 /0/ 7 .3 421 /02 /02 I . . 0 _ CO so N ® T s (2) /02.71/02.7 © A IP /or 7 0 , /02.7 3I, [1: C3 . J7 ,,, / .... ...._., 4 (41 (.) 0 ) ...3.25:,3 , .3 2S-3 . /77 ,3 2,5. A -5: A ..t- a , 2 ..:-. 1 - C , 4- • a3 )\ 0 0 e® , f /06.7 / ()6,66 /1 VI 0 1 406.6 /0 0 /06/ 0 g /06.66 /02.61- 6 0 /0? /06.6( 7 (g e /04 7 lit) rfq /0/. 7 /0/ 7 At 0 /0/ 7 .3 421 /0/ 7 2 / 7 / I . . 0 _ CO so N ® T s (2) /02.71/02.7 © A IP /or 7 0 , /02.7 3I, [1: C3 . J7 t ,5 /06.66 I 11 . 4- 1 1 \--- , ..1 (..) /02.7 / /02.61- 6 0 /0? 102.4 5 4Z (Tr) ._,,, /_ d? - W .- /02.4 2 .. D. /O'. 7 / - , /0‘, I . . 0 _ CO so N ® T s (2) /02.71/02.7 1 TES A IP /or 7 0 , /02.7 .. 4 ,-- ,5 /06.66 I 11 . 4- 1 1 \--- .2 g. /02.7 / / 0 LL C) 7 /oe .7_ 1 7 2 /_ d? - W .- /. W /,_2.__, OD. / , Ns ;i ri /0‘, () 2 k - , Z, /06 C6 _ CO so CD ,,,. , i //__- 26 0 /O.7 /0o. .. 4 ,-- I 11 . 4- 1 1 1 1 , - 1 /—• 1 1 , —ST --I ' — /vg-9--6 — — .----: ...--- --, , o ... 4 kt 1. s'a 25 26 CI Q.3 . 27 28 i81 C) 29 ,- 2 . . _ () 2 k - , ... so ,,,. , i //__- ,.- 2 30 130 3I, [1: C3 . J7 ,,, / .... ...._., 4 (41 (.) 0 ) ...3.25:,3 , .3 2S-3 . /77 ,3 2,5. A -5: A ..t- a , 2 ..:-. 1 - C , 4- • '0 .3 7. / 32S.3 8 32.513 CEIJCLID .3245 32.5.3 3 2 S. 3, 3 .r.5. 3 32,5 3 44 BOO/VE G N iefr 6.90 ( /'oc."1.‘ 96-76T,P7 (6 6 ( 6 ( t;4 SHR R PE f4" 1/5 // R x,i4/ L L DESMET t‘'‘' ga D'• kg /03 /03./ /co./ /a3 10.97 Jcza:33c ,0 #LCN (BEECH nr4 3 c• ONF — ff10 - 70C tc..?4 7 4.-.5 .? P - 4.> 4 • ' -p164 • i3 CRTRLDO 3.25.3 . 20 T - 4444 • -r- a 2r. 3 RVE. 410 2c'T 1.1 r • vr _ - cz,1 ko (\-t "oo. 9s gr - 0 7 E (---- 5 4 . .:, 3 14 N 2 ■ CO 0 A : 64 I 6 N O'/ j Io-1 r , 1 o S --1 — ' I r r i;!I B00•e II a p, N CO • I I SEC 18. 5MR45E0VM0 CA L - ' m4 0 o Fr, OFFICIAL H.S. BAKER - ENGINEER BY �! :� • :. i Prince f A 20 °1z nimms 7.1To •J 10 z 1 ON -ReA13- Q 7 k 1 �a- v N° 2312 3(0 N° 16E 3PRAcsum Ave. N8.347-0 - GO' 38 39 4.4-- 40 1 iron IP H 1*..! d 'a' Left. T ■irti�'rw�Y� AP/ 500' 9 A /ki Ave. 5 9 5 Ate /9// 'o - /FO' 0 by 0 czr J r2 cD 0 ww Y Y WU _ 0 0 0 F- W 0 LJ >- 1.112 ��0o D J I- V) O < 0 0 co w 0 0 z z c U U) z F- O 0 z 0 +00 1 +00 DRYWELL TYPE 'A' @STA 2 +65.00 & RIGHT 21.8)' TYPE 3 F',16 & GRATE T.O.G. CRAINAJ = - IN A 2+ 0 STANDARD COUNTY BEAM GUARDRAIL BARRIER L c� - r 1. - - 3 105.71' 6,0.87.2 Lo 0 STANDARD COUNTY BEAM GUARDRAIL BARRIER LU z LU to J J X t8' t8' A I ST R t P 0 0 Z A/*-- A, i'.S STANDARD COUNTY BEAM GUARDRAIL BARRIER L. = co 0' .— = 20= T = 20 S 4+03 S CURB CURB in a Ft EM "E ME mumigliMMEMMEMMIIIMIPII, EllE MiliThlias%; - - � � � 1���I� �' i „ �,,,1- EE - - __ , �_ ____- ...- .__. -_ —�EV� ,i - - - - EMS = II =_: =- �� + 2115 Mingailffl--Ift-MM - L■��� -., , _ � ....... mosswElirireirirmon__. mom m9, mm __ -__ - - - -- ......,. 1�1� ■ �il��i �ia_vl ENEE MEM _ E---Emmaiwinormonsimeimailim 1 1111 I III . N ee�eeee�eeee��� D _ �� i� � I _ _ _ - - !9■ � �lw■ _ E: MMMAMMMMMEMEMMEMEMME 611 Li LI - • ��Ll1■ Litgalnill.NriNIMMEIFIAMMIIMINS 61.1raW111 =1=1 rffirM IMI MIMMIMEIMMEIM IMMIM D ili �I, al o- �_- -- - = — lm��iltlmlE� T == .1E alm, 'Mrs fir= =IMO ��� -- F Eml = w.M.,111.MIMII Mill.EM M M MM IME MIMIM 2110 AVE • • ■ ME awn • ■ - 2115 ■ Pill 212c) e MINN =" a! � i1 • ENE Immo �19[i l amm EffiraiMmom M --_WACM 11111111111111111111M1111111111111=1 • si mom NEE m v 1 MEER ri1� n ► _ VA II � M ini -- -- , -- I�1 „ ��!�� .� J 1■u - UIRI�11.�= w = �' - =m1 mor=====MMIEME.==== RiZiiii11111 MUM — ME= MIEMM EIMIIIMIII•11=1 =I MIMMIELMEEFIEM ao (Do' DRYWELL TYPE ° B ' @STA 4 +05 & LEFT 21.60' TYi'E- 3 FR . GHAT_ T.O.G. 14.78 0q.1 p , "*, i ' ? 5 +00 3 80. 00 ' SCALE 1" =50' 2 so. 00' Z.- T> /NT d =8�1 ° 4S 29" R = moo. cx�' A = 31.33' G = 8. 2' 'DEAD END' SIG PER 'I.U.T.G.D. SI'J CO STD. 80.U0 CURB 6 +00 7 +00 552.60' I 1 c::,c: 1 R-' 04" v■/ CURB 80. 00' SRC STREET 80. 00' DRYWELL TYPE ' 33 ' @STA 84--00 & RIGHT 21. TYNE FHA E & GRATE T . O . G . :. 6" ? ''' •' 6 t e- O 6 STOP & STREET SIG PER M.U.T.C.J. & SPO CO STD. L .0 I4- X1.92.' 20 x2o tRRtivl�T�o1 -� - rURNUt T GE��T co VE.K o ° 14'3l" Ac,.. 31. So ' B 00 z H- `L (9 0 I— =4 C_? I— H 0 w 0 C:s T'B /A_ - - C-3 ""/ , S S 1 7� /A - o Jr- c-D 1rl .a 22` 22' u.I 3 0 +00 1 +00 —L I V.J I LT3E L.T u-ri //s> INLT" t =u t so mata 1� �- � � - -- - -- __ _ _.. - - - -- ,� 1111■ tp — Y - MilliMMPSEM111 MIIIIMMIEMI MIIMMEMIMMEMI VIIM MIIMENIMME °EMM milimmaiwipmENEINE 11111M m=r5M6-0131111 moi SCALE 1" =56' ,_MYWELL. TYPE UT -\ 2 +11.010 &'.:...±=T 31.80' TYPE 3 - & GMAT' T.O. -!. I I A ° .' S i ! ' D ' BARRIER CHYWELL TYPE @STA 2 +11.00 T E - F E T.0.. 3.2 — CZ 5 P 1 \e-E... tea . F e_E_ - //` 1 ot�1 �-� = tcl . 14- I— U -) CCDD Lo co 0 CD tn O_ 1_ Z. @}141 Z �( O H i LLI I— 00 CD t t2T. 2 4r I co P t , CURB I 2 +00 3 +00 En II I A 1' STANDARD COUNTY BEAM GUARDRAIL 4 4 6 _ 1 / DRAINAGE BASIN '.A' • 'A' & HIc HT 21.30 & GRATE e _ 4" - L i CURB L_ o V 1� t 8. - 5I MAXWELL - -k STAND BEAM BARRI E- 11.1 LU Q E- U) U .'t 4 +00 AVENU RD COUNTY UARDRAIL R - TI 1 17.00' CURB CURB LT 111.00' O 5 +00 I �-� 6 +00 7 +00 3RYWELL TYPE '13' @STA 2 +65.00 & RIGHT 21.80' TYPE 3 FRAME & GRATE T.O.G 4. 41.36 DRAINAGE BASI 'B' STANDARD COUNTY BEAM GUARDRAIL BARRIER DRYWELL TYPE ' S ' @STA 4 +05 & LEFT BO' 1.'PE 3 ERA RA E TOG DRAIi*eL�■z *� N C' • s N L. yYE�vc�� 2120 KEUFFEL & ESSER A KRATOS Company 48 7024 Made in U.S A.° PLATE 1, PLAN - PROFILE �� \ .1 <17 NO. DATE REVISION BY SHEET TITLE KRIKEN - GUT -RIE ADDITION 1 3 4 5- 7 9 PROJECT l. 1 C SCALE I " =50'HORIZ 1 " =5' VFRT '` DATE PROJECT PLAN E PROFILES MAXWELL_ AVE IS ABL 2, TREET DRAWN BY CHECKED BY SENSKE SOCIATES INC. civil Engin /La Stsry yor S. 104 Freya, Ste. 203 -- Spokane, WA 99202 ( 09) 534-5272 DRAWING NO. I OF 2 - SHTS 0 czr J r2 cD 0 ww Y Y WU _ 0 0 0 F- W 0 LJ >- 1.112 ��0o D J I- V) O < 0 0 co w 0 0 z z c U U) z F- O 0 z 0 +00 1 +00 DRYWELL TYPE 'A' @STA 2 +65.00 & RIGHT 21.8)' TYPE 3 F',16 & GRATE T.O.G. CRAINAJ = - IN A 2+ 0 STANDARD COUNTY BEAM GUARDRAIL BARRIER L c� - r 1. - - 3 105.71' 6,0.87.2 Lo 0 STANDARD COUNTY BEAM GUARDRAIL BARRIER LU z LU to J J X t8' t8' A I ST R t P 0 0 Z A/*-- A, i'.S STANDARD COUNTY BEAM GUARDRAIL BARRIER L. = co 0' .— = 20= T = 20 S 4+03 S CURB CURB in a Ft EM "E ME mumigliMMEMMEMMIIIMIPII, EllE MiliThlias%; - - � � � 1���I� �' i „ �,,,1- EE - - __ , �_ ____- ...- .__. -_ —�EV� ,i - - - - EMS = II =_: =- �� + 2115 Mingailffl--Ift-MM - L■��� -., , _ � ....... mosswElirireirirmon__. mom m9, mm __ -__ - - - -- ......,. 1�1� ■ �il��i �ia_vl ENEE MEM _ E---Emmaiwinormonsimeimailim 1 1111 I III . N ee�eeee�eeee��� D _ �� i� � I _ _ _ - - !9■ � �lw■ _ E: MMMAMMMMMEMEMMEMEMME 611 Li LI - • ��Ll1■ Litgalnill.NriNIMMEIFIAMMIIMINS 61.1raW111 =1=1 rffirM IMI MIMMIMEIMMEIM IMMIM D ili �I, al o- �_- -- - = — lm��iltlmlE� T == .1E alm, 'Mrs fir= =IMO ��� -- F Eml = w.M.,111.MIMII Mill.EM M M MM IME MIMIM 2110 AVE • • ■ ME awn • ■ - 2115 ■ Pill 212c) e MINN =" a! � i1 • ENE Immo �19[i l amm EffiraiMmom M --_WACM 11111111111111111111M1111111111111=1 • si mom NEE m v 1 MEER ri1� n ► _ VA II � M ini -- -- , -- I�1 „ ��!�� .� J 1■u - UIRI�11.�= w = �' - =m1 mor=====MMIEME.==== RiZiiii11111 MUM — ME= MIEMM EIMIIIMIII•11=1 =I MIMMIELMEEFIEM ao (Do' DRYWELL TYPE ° B ' @STA 4 +05 & LEFT 21.60' TYi'E- 3 FR . GHAT_ T.O.G. 14.78 0q.1 p , "*, i ' ? 5 +00 3 80. 00 ' SCALE 1" =50' 2 so. 00' Z.- T> /NT d =8�1 ° 4S 29" R = moo. cx�' A = 31.33' G = 8. 2' 'DEAD END' SIG PER 'I.U.T.G.D. SI'J CO STD. 80.U0 CURB 6 +00 7 +00 552.60' I 1 c::,c: 1 R-' 04" v■/ CURB 80. 00' SRC STREET 80. 00' DRYWELL TYPE ' 33 ' @STA 84--00 & RIGHT 21. TYNE FHA E & GRATE T . O . G . :. 6" ? ''' •' 6 t e- O 6 STOP & STREET SIG PER M.U.T.C.J. & SPO CO STD. L .0 I4- X1.92.' 20 x2o tRRtivl�T�o1 -� - rURNUt T GE��T co VE.K o ° 14'3l" Ac,.. 31. So ' B 00 z H- `L (9 0 I— =4 C_? I— H 0 w 0 C:s T'B /A_ - - C-3 ""/ , S S 1 7� /A - o Jr- c-D 1rl .a 22` 22' u.I 3 0 +00 1 +00 —L I V.J I LT3E L.T u-ri //s> INLT" t =u t so mata 1� �- � � - -- - -- __ _ _.. - - - -- ,� 1111■ tp — Y - MilliMMPSEM111 MIIIIMMIEMI MIIMMEMIMMEMI VIIM MIIMENIMME °EMM milimmaiwipmENEINE 11111M m=r5M6-0131111 moi SCALE 1" =56' ,_MYWELL. TYPE UT -\ 2 +11.010 &'.:...±=T 31.80' TYPE 3 - & GMAT' T.O. -!. I I A ° .' S i ! ' D ' BARRIER CHYWELL TYPE @STA 2 +11.00 T E - F E T.0.. 3.2 — CZ 5 P 1 \e-E... tea . F e_E_ - //` 1 ot�1 �-� = tcl . 14- I— U -) CCDD Lo co 0 CD tn O_ 1_ Z. @}141 Z �( O H i LLI I— 00 CD t t2T. 2 4r I co P t , CURB I 2 +00 3 +00 En II I A 1' STANDARD COUNTY BEAM GUARDRAIL 4 4 6 _ 1 / DRAINAGE BASIN '.A' • 'A' & HIc HT 21.30 & GRATE e _ 4" - L i CURB L_ o V 1� t 8. - 5I MAXWELL - -k STAND BEAM BARRI E- 11.1 LU Q E- U) U .'t 4 +00 AVENU RD COUNTY UARDRAIL R - TI 1 17.00' CURB CURB LT 111.00' O 5 +00 I �-� 6 +00 7 +00 3RYWELL TYPE '13' @STA 2 +65.00 & RIGHT 21.80' TYPE 3 FRAME & GRATE T.O.G 4. 41.36 DRAINAGE BASI 'B' STANDARD COUNTY BEAM GUARDRAIL BARRIER DRYWELL TYPE ' S ' @STA 4 +05 & LEFT BO' 1.'PE 3 ERA RA E TOG DRAIi*eL�■z *� N C' • s N L. yYE�vc�� 2120 KEUFFEL & ESSER A KRATOS Company 48 7024 Made in U.S A.° PLATE 1, PLAN - PROFILE �� \ .1 <17 - MA" P\ IR. C.■ —Lil.-17 c., ., CENTERLINE SIDEWALK INLET SOD TO GRADE TYPICAL SECTION TYPICAL DRIVEWAY CENTERLINE SIDEWALK INLET °.21 WILBERT VAULT # r. WILBERT VAULT # C1 0 . @ STATION 4+03 ("( 0 STATION 2+10 0 -/- SET PER CITY STD. 8114A 9 SET PER CITY STD. 6114A -I- m + ..,.., .....,_,11...:5,..-+?.. Vis,..0.1.- M : ,__,-, L.- - -4 4 I IN SWALE 2' / .s 1 t *. \ 4 .----- -- _------ I , _ .___;.,. , ,..,. •,_... .. . - - ,_ - . _ ___ ..... - . -- ..",, ' ' 7 °. _ . _ . _ . - - - ------- ---- ------------- _ ------ • : ...2, -$,..\ . .- 7 B 5 _ _ _ - _ _ . - 1- 4) I- ; s4/7---,.....F-F , c... „..... 4) ...-- s -,. I-. I c..c,-... _ \__ ' - - ------------- ,.. \ 4 ---: CRUSHED ROCK TOP COARSE OF 5/8" MINUS W . S . H . D . . 14411 " - + s.0 MISSION 4 A V E N U E/ /......, 1Z . s^-• I i_ -I- --- / if ----- • 3-- 1 _ CURB DROPS — DRAINAGE INLETS MAXWELL NTS ... - ob s IB°‘ ° Sc't ' - 6 - 6'' E_ ob EDGE OF PAVING 'i _ (*41 N 2" ASPHALTIC CONCRETE CLASS B oi r ? SIDEWALK & C U R B oi N S I D E W A L K & CURB ci ( ` ? W . S . H . D . SPEC. ASPHALT CONTENT 5 3/4% TO 6 1/4% \ &_. - - - - - - - -- ---, ID - - - - -s 'c BCR STA + 25 ; T . 0 C T.O.C. ELEV . =17 .8% _ (10 -- 591 ), ECR STA --4-- + 4= "&G T.O.C. ELEV.=17.92' — 4. 4 I r - 1, t2 C::). 4 I \n t4 J} ..1) .4 Z, =-- Es ° A-G 2c1" -R.. 2,, . /-\. - ---- 3 1 . 33 . ..., 2. a . z 0 d .9 -Ii 07 0 1 t> = °to' \A: 31 7=.-- :--. 2 o . en 0 , A - 3 \ . 5 0 ' c.. = 2 E3 . 34 - c = -2„0.c)e. VI . - I CD I D .,1 JIM 1. 2 0 -1,zis.. L ._.. 1 ./". ■ - r _ u 2 , il Ji \I t7 , \ o c>© N _�� 2� � c -- 7' O'ie 1 .-1--) l TS:) -1 27 , 1 I - P ",.. 1 ----. t...N i::, 1_ \ c..... LY 1 1_ cV I .,- e_N.-E._/A-E- t---1 1: o o DRYWELL TYPE 'A' @STA 2+ 0 I RIGHT 3 I T.O.G. 1'. o lety . 6 DRAINA , I h i co sk ..,...,„ e 1/47 „ /..., ,,, ,, ,. 8 .3's . . . 5,•7_. _ 01 • I DAM SECTION N.T.S. -- -------- 4 , . s cp— 1_.-- L ,t-_,E.. j i_.... DAM se. TYPICAL DRYWELL LOCATION MAXWELL SCALE 1 5 O' ,,, c,— '' / 7- N.T.S. ..., 10 9 - ,.. 1_, 11:7>E_ 8. --.(•,.., r--.) I> t...,E . £ CO 7 0 c / LYN \ L..: v I E.... Ef>.'........./n . y —1 . o 0 ciO __ \ ... . • Z Q ....4- -s--- Qs- . ,s- Qs < • 2 ' • e_. 12 - 5-Y. ti- i • • • . . . . . • . . . _ - - :..\,__,:, 11.---4 -r-.., • '., .. _ 0 • 0 CO 5 ' 2 ' 5 I G.. /*'. \ .._ \p_. •• : , , I i: '" r ' ' 'C '-'‘\ ,. ,_, . , . _. ' - . „ ,,;-• - , IN • .•• • ' ' -. t \ :.• i; . o . ...._......___.... 8 ' : i f3. : iz,, <!. - - • c, , __ _ C) y„:„ _ ,.._--, \,___• _............_ .._..... ___,,__ MISSION AVENUE ,.. ... , - 7,, • • • . • . &) aLaing1WWWW"Willi9 V.; : -• TYPICAL SECTION -.., ,,,, ,f,... --,:,/ , .i. . '.... E # 1, . ' t • A • \ ) \ id "V 4. e1 •'', ots. fr. , ip . -.Pl.. \=D 4" ASPHALTIC CONCRETE CLASS B o 0 ?„,; n . 1 ,15., ,./ e 'a riio. ' W.S.H.D. SPEC. ASPHALTIC CONCRETE ....,..--,-, 5 3/ 4% TO 6 1/ 4% TYPICAL 4" CRUSHED ROCK TOP COURSE OF 5/8" MINUS W.S.H.D. ___------ _ . __ _ _ _ _ . . ____ _ _ CURB TYPE 'B' N.T.S. -- ._/-...._.//••.....1---3r - . . ____ , __ . __ ____ _ ___ .. _ _ .___ _ __ ___ _ _ _ _ _ _ _ _ _..._ _. OA ...._ _ -- -- -- . _ _ . ___. _ ______ _ .. _ _ . I .. _ _ _ . L . _ --- . ._ . . _ . .. _ .. . ____ _ - _ _ . _ ... --. --- 2 1 - I II ____________ __ -1 ___.___ __. . . --: - _ _ _ _ ____ --- _ - _ -------- . , _ ._ -- ___., __ ___ _____ _ ..... _, . mow _ ___ _. _. _____ IE 1 ._ ---- _ _ __________ _ _ _ _ _ _.. __. • _ _ _ _ .____ ME ... .__ ... ... _ _ . .. __.___ _ 2 0 I. 9 _ _____ _ ._ ______ II , ______ _ ,_______ ____ _ ______ ._.__ ___ __ __ _____ , . _ ___ _.___ _ ___ __ _ _____ __ _ _ ____ _ ...._ • - ____ _ ____ __ __. _____ _ _ . __._ ... _ _ _ __ ____ ._ . IS - T _INE RAD-E MOM =NM - - I. 8 • • l -- __ _ _ _ ___ __ -E. __ _ — ---- — - -- _ _ __ ME 1 _ ME11111 MP" 21 2 0 ___ _ __ ___ _ _ _ IN + . - • _ - 41 - ------- ,,, 11. 11111 . ____ _ _ __ _ - - _____ ______ ____ ____ _ 4 .7 1 9 1E3 7 o WM A , 11 _x,_ - at _ ___ ___ _______ _ _ _ _ mat NNE= - ____ _ _ _ -1 4 1- __.___ ---- ---- ____ _. __ ____.___..__ ___.._ _._ _ ____ __ __ . �4� _ .__ _ _____ --- ------- _- __ - - =mu -- --- -- _ - ____ ________ __ _____ . . ... --- - __ ____ ___ _____________ ... ______ --------- ---- _ . _ ii Ti _.__ __ . __ _________ ___ ____ _____ _ ._____ ___ _. _ _____ _____ - -. _______ _ ____ ..., — Ti - _ ___ __ __ IIE _ __ _ . _ - - __ _ _ M III - - , - - _ IIIIIIIINIIIIIMIIIIIIIIIIIIIIIIIIII - ___ ________ _ _._ ______ _ __ _______ ____ __ _ _ ENE - - -- _ ._ _________.__ _________ _ ___ _.._ • . ,A. .• .. • . • • - . . . T-E-R-----c- _______. ___.__________ _ -------------- _ ____ __ _____---------- _ __ ..... ....... _ __ ___ __ ___ ...... _ _ _ _ _ __ ____ ______________.___...____ __.__ ________ __ , .. 101 _______ ___.__ _ ___ 111ZaIIIIIII1=IIIIIIIIII//Ntill10/11 - NEEM _____ _ ..._. _ ___ __ _ -- _ --- _ _ _ _____ _._________ _ ___ _ - IIIIIIIII _ .___ --- - 1 - 1 _ _-_-__- _ _ _ ________ -- - _ _-_- - -_- . __ --- -- - .- __ _ =1111111 I N __ MEN - __ ._ . _ - _ _______ -- -- ___ . _ _ _ _ . _ _____ a . 1 Sulte .450.9.. .. __ __ __ ... ___ g. INC 101 : 4 2 / . . . ....___ _ _______ _________ ___ . _ -- -- - - - -- _ - -- - -- ----- ------- S . ., 1 - 9Mt_ \/ E.;11)(), -- ------- ---- ---- _____ ____ - - _ - _ _ _ . ___ ____ . -- - - - - - - -- _ __ - , - ■ 3 . 7 7 E 0+00 1+00 2+00 3+00 4+00 5+...)3 7+00 _ w czt w F- 0 LLJ --J Li cL CD 00 WW 00 Lu 00 I— >- 0 W W W Z 0 c:0 D J J I— (J) o < Ui 0 z 0 z 0 (/) z 0 1--- w < 0 Z I CW UJ 0 0 0 CIC 0 D W tr. 0 >F—O;. 0 < DJ 1— (I) C1-007 0 z KEUFFEL S ESSER A KRATOS Company 48 7024 Made in U.S A.* PLATE - I, PLAN-PROFILE NOTE BOOK w I— 0 0 Li W 00 w W = M 00 E § ZLL C z 0 0 w I— I- 0 z w I- --J LL 0- 0 W < 0 0 w Z IWW ° 0 W >-- F— LU I_ 1.1.1 ,n 0 >1C D. 0 < = ZD CL 0 CO J) 0 z 21 20 19 18 17 21 20 19 18 17 ASPHALT CURB BARRIER @ WEST END OF MAXWELL LOCATED BELOW GUARD RAIL 3" 12" ASPHALT CURB SECTION N.T.S. NOTE: ALL DRIVEWAYS ARE 18' WIDE CENTERED ON DRIVEWAY LOCATION. 4-&-sa CENTERLINE SIDEWALK INLET WILBERT VAULT # @ STATION 2+10 SET PER CITY STD. B114A 4 1 ° MISSION 3 of r< SIDEWALK & CURB , - s g BCR STA - 25 -- T.O. C. ELEV.=17.81' J_ Esc(' 45' 2.ca - R. = 2c . co A . 33 C - r = . DRYWELL. TYPE ' @STA 2+10 - RIGHT 31.8' -•-• T.O.G.= DRAINAGE BASIN 'E' _- - T - •1 , 1zz'E_ - 3 - F - 1 , ./........ 4 Z....TS_ CO 0 • 0 0 3' 7:5CZCZ:iP 0 0 0 2 to "4-4 0 0 8 8 CO CENTERLINE SIDEWALK INLET WILBERT VAULT # @ STATION 4+03 /// SET PER CITY STD. B114A tr 4 G- 1 EDGE OF PAVING SIDEWALK & CURB ECR STA -4 .4-ay.ss T.O.C. ELEV. A. = (= SO ' \ .31 = = °L \ 0 L..) 4 cs+ \ I 0_0 S . k Fl S USE T A ND CU & CUTT J SOD TO GRADE P- 0 IN SWALE : t 9_ .4„ -s- DA M SECTION N.T.S. co l ra ts? 4. 0 1J1 r 0 1- 1 0 EKISTIN1G CE\1TER iDIE 4" CRUSHED ROCK TOP COURSE OF 5/8" MINUS'W.S.H.D. 4" CRUSHED ROCK TOP COARSE OF 5/8" MINUS W.S.H.D,. MAXV.ELL TYPICAL SECTION s - r-•,/1=" 14_ No=•?-- 4" ASPHALTIC CONCRETE CLASS B W.S.H.D. SPEC. ASPHALTIC CONCRETE 5 3/4% TO 6 1/4% " N B. 2" ASPHALTIC CONCRETE CLASS B W S H D. SPEC. ASPHALT CONTENT 5 3/4% TO 6 1/4% MISSION AVENUE TYPICAL SECTION PLAN VIEW DAM N.T.S. TYPICAL DRIVEWAY e \I A\ ENU jL L- CURB DROPS — DRAINAGE INLETS MAXWELL & ATZC N.T.S. 12. = 2_ TYPICAL DRYWELL LOCATION MAXWELL AN ' TYPICAL CURB TYPE 'B' N.T.S. .2 4. • INC. C iv I Engin ors/Land Surveyors S. 3009 M . Vernon &Jae 101 09 5. 5272 • • A S • 00 e 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 KEUFFEL S. ESSER A KRATOS Company 48 7024 Made in U.S A. PLATE 1, PLAN-PROFILE - . . NO. DATE REVISION BY SHEET TITLE KRIKEN — GUTHRIE ADDITION 1. 345-79 PROJECT 776 SCALE 1*-50'HORIZ 1 . . .-5 VERT DATE / PROJECT PLAN & PROFILES MISSION AVENUE DRAWN BY CHECKED BY SENSKE & AS • IATES, INC Civil Engineers/Land Surveyors S. 104 Freya, Ste. 203 - Spokane, WA 99202 (509) 534-5272 DRAWING NO 2 OF 2 SHTS w I— 0 0 Li W 00 w W = M 00 E § ZLL C z 0 0 w I— I- 0 z w I- --J LL 0- 0 W < 0 0 w Z IWW ° 0 W >-- F— LU I_ 1.1.1 ,n 0 >1C D. 0 < = ZD CL 0 CO J) 0 z 21 20 19 18 17 21 20 19 18 17 ASPHALT CURB BARRIER @ WEST END OF MAXWELL LOCATED BELOW GUARD RAIL 3" 12" ASPHALT CURB SECTION N.T.S. NOTE: ALL DRIVEWAYS ARE 18' WIDE CENTERED ON DRIVEWAY LOCATION. 4-&-sa CENTERLINE SIDEWALK INLET WILBERT VAULT # @ STATION 2+10 SET PER CITY STD. B114A 4 1 ° MISSION 3 of r< SIDEWALK & CURB , - s g BCR STA - 25 -- T.O. C. ELEV.=17.81' J_ Esc(' 45' 2.ca - R. = 2c . co A . 33 C - r = . DRYWELL. TYPE ' @STA 2+10 - RIGHT 31.8' -•-• T.O.G.= DRAINAGE BASIN 'E' _- - T - •1 , 1zz'E_ - 3 - F - 1 , ./........ 4 Z....TS_ CO 0 • 0 0 3' 7:5CZCZ:iP 0 0 0 2 to "4-4 0 0 8 8 CO CENTERLINE SIDEWALK INLET WILBERT VAULT # @ STATION 4+03 /// SET PER CITY STD. B114A tr 4 G- 1 EDGE OF PAVING SIDEWALK & CURB ECR STA -4 .4-ay.ss T.O.C. ELEV. A. = (= SO ' \ .31 = = °L \ 0 L..) 4 cs+ \ I 0_0 S . k Fl S USE T A ND CU & CUTT J SOD TO GRADE P- 0 IN SWALE : t 9_ .4„ -s- DA M SECTION N.T.S. co l ra ts? 4. 0 1J1 r 0 1- 1 0 EKISTIN1G CE\1TER iDIE 4" CRUSHED ROCK TOP COURSE OF 5/8" MINUS'W.S.H.D. 4" CRUSHED ROCK TOP COARSE OF 5/8" MINUS W.S.H.D,. MAXV.ELL TYPICAL SECTION s - r-•,/1=" 14_ No=•?-- 4" ASPHALTIC CONCRETE CLASS B W.S.H.D. SPEC. ASPHALTIC CONCRETE 5 3/4% TO 6 1/4% " N B. 2" ASPHALTIC CONCRETE CLASS B W S H D. SPEC. ASPHALT CONTENT 5 3/4% TO 6 1/4% MISSION AVENUE TYPICAL SECTION PLAN VIEW DAM N.T.S. TYPICAL DRIVEWAY e \I A\ ENU jL L- CURB DROPS — DRAINAGE INLETS MAXWELL & ATZC N.T.S. 12. = 2_ TYPICAL DRYWELL LOCATION MAXWELL AN ' TYPICAL CURB TYPE 'B' N.T.S. .2 4. • INC. C iv I Engin ors/Land Surveyors S. 3009 M . Vernon &Jae 101 09 5. 5272 • • A S • 00 e 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 KEUFFEL S. ESSER A KRATOS Company 48 7024 Made in U.S A. PLATE 1, PLAN-PROFILE -