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BSP-28-9061dq. Permit Fee No Fi.l �� - -?O f E Project Name Address Parcel _ / Ate Spansnr + s Na e /!1 Phone y via laZ� 3 ?30 Engineer /Surveyor's /Architect's Name W3 w io ✓� ao� 5_:� Telephone 44 Planning Contact Person Yyi � (�p/yjj _GAS �p -o7aUS 3°j�37/ v !dIa Date Submitted - Description Initials WV-" yjd-Nd\ L7 L 4I..i • PM • I I ®_ I _ - I I - _ - � . Y � •� � . I��.�r r � Imo' _ .. - MOW I I " � WV-" yjd-Nd\ 'OFTaylor Engineering, Inc. A. 109 Mission Avenue, Suite 209 Spokane, Washington 99201 P 309 329 -3371 PAR) 329 -9224 TO: LETTER OF TRANSMITTAL DATE Z JOB. NO. ""0' E o RE: (] FOR YOUR USE [] APPROVED AS NOTED PL -A I v - 0 WE ARE SENDING YOU N ATTACHED 0 UNDER SEPARATE COVER D SHOP DRAWINGS 29 PRINTS 0 PLANS COPY OF UnTER O CHANGE ORDER 0 THE FOLLOWING ITEMS: O ANALYSIS El SPECIFICATIONS COPIES DATE NO DESCRIPTION (] FOR YOUR USE [] APPROVED AS NOTED PL -A I v - 0 - _ i (Q FOR REVIEW AND COMMENT E] THESE ARE SUBMITTED AS CHECKED BELOW (� FOR APPROVAL 0 APPROVED AS SUBMITTED E] RESUBMIT — COPIES FOR APPROVAL (] FOR YOUR USE [] APPROVED AS NOTED O SUBMIT COPIES FOR DISTRIBUTION 0 AS REQUESTED 0 RETURNED FOR CORRECTIONS El RETURN — CORRECTED PRINTS (Q FOR REVIEW AND COMMENT E] COPY TO J jj� , SICNET n EM1GiNEER A M E N / ♦ y z First American Title Company of Spokane East 40 Trent Avenue • Spokane, WA. 99202 • (509) 456 -0550 • FAX (509) 747 -2761 AMENDED PLAT CERTIFICATE REPORT Rf ��V � 1 � q ?D Order No.: 69666 -JD Q f J 2 'Jy� TAYLOR ENGINEERING Proposed Plat of: BINDING SITE PLAT NO. FIVI l 106 WEST MISSION, SUITE 104 SPOKANE, WASHINGTON ATTN: SCOTT BUSH This is a certificate as of September 6, 1991 at 8:00 A.M., for a plat of the following property All that certain real property being a portion of PINECROFT FIRST ADDITION, according to plat recorded in Volume "M" of Plats, Page 35, in the S.W. t /a of Section 9, T.25N., R.44E., W.M., Spokane County, Washington, described as follows: Beginning at the Southwest corner of Tract 108 of said plat of Pinecroft First Addition; thence North 15.00 feet; thence S.89 °39'45 "W., 15.00 feet, to the centerline of Johnson Road; thence North, along said centerline, 520.79 feet to the South right of way line of the Burlington Northern Railroad; thence S.80 o 12'07"E., along said right of way line, 906.62 feet, to the centerline of vacated Bowdish Street; thence South, along said centerline, 176.24 feet; thence S.89 °39'45' W., 150.09 feet; thence N.88 042'17" W., 64.92 feet; thence S.89 ° 16'45 "W., 231.73 feet, to the centerline of vacated Woodward Street; thence South, along said centerline, 190.30 feet; thence S.89 039'45 "W., 15.00 feet; thence South, 10.00 feet, to the Southeast corner of Tract 108 of said Plat of Pinecroft First Addition; thence S.89 039'45 "W., along the South line of said Tract 108, 416.70 feet to the point of beginning. This Company certifies that record title is vested in HERBERT COMM AND LILY ANN COMM, HUSBAND AND WIFE AS TO THAT PORTION LYING WITHIN LOT 110; AND RICHARD B. JARVIS AND RUTH L.. JARVIS, DOING BUSINESS AS JAY INVESTMENT COMPANY AS TO THE REMAINDER., free from all liens, encumbrances and objections, except as follows: Last Half General Taxes: Year: 1991 Amount Due: $2,141.46 Assessed Value of Land: $240,000.00 Tax Account No.: 45093.0632 'r Amended Order No.: 69666 -JD Page 2 Paragraph No. 1 Continued: (a) Last Half General Taxes: Year: 1991 Amount Due: $402.34 Assessed Value of Land: $45,000.00 Tax Account No.: 45093.0633 (b) Last Half General Taxes: Year: 1991 Amount Due: $446.94 Assessed Value of Land: $50,000.00 Tax Account No.: 45093.0634 2. Deed of Trust and the terms and conditions thereof: Grantor: James R. Wilharm and Mary Ann Wilharm, husband and wife Trustee: Pioneer National Title Insurance Company, a corporation Beneficiary: Herbert Comm and Lily Ann Comm, husband and wife Original Amount: $209,916.10 Dated: April 20, 1984 Recorded: April 23, 1984 Recording No.: 8404230115 Volume /Page: 688/993 Amended Order No.: 69666 -JD Page 3 NOTES: 1. Inquiry should be made of the Spokane County Utilities at (509) 458 -2538 to ascertain if any user fees relating to the aquifer protection area are payable at this time. Any such amounts may become liens upon the property at a later date. This Company further certifies that all taxes and assessments levied and chargeable have been fully paid except as noted above. Charge: $125.00 Tax: $ 9.75 FIRST AMERICAN TITLE INSURANCE COMPANY NP i R I F JD/mca CC: Jay Investment Co., Richard Jarvis :r' - I� ca) e '' 6,9 �- 2 r t 77 74 7z A "1' This sketch is furnished as a courtesy only-by First American Title Insurance Company and i is NOT a part of any title commitment or policy of title insurance. This sketch is furnist solely for the purpose of assisting in locating the premises and does not purport to show a highways, roads or easements affecting the property. No reliance should be placed upon thi sketch for the location or dimensions of the property and no liability is assumed for the correctness thereof. Afjilicred u'rth First Ameriran Title 1 ^surance Company First American Title Company of Spokane Nest 704 First At cnue • .Spokone. N'a.shin,q;nn 99204 • 'S09j 456.0550 ORDER NO. / MAP VOL MPAGE:3 r SEC_: ;tiP_RGE DECLARATION OF COVENANT REQUIRING PRIVATE CONST UCTION AND AWNTENANCE OF APPROVED PRIVATE ROAD, AND DATION TO THE COUNTY WHEN REQUIRED ' 9 TION OF COVENANT: In consideration of the approval by Spokane County of BSP 28 -90 (herei�ter'$i?fn� red to as the Development "), the undersigned covenants and agrees that:. (1) . The subdivider /sponsor will construct the private roads and associated drainage facilities in conformance with the approved plans on file in the County Engineer's office. (2) A lot is served by a private road when: (a) the only road frontage for the lot in the Development is on the private road; or (b) a lot having frontage on more than one road (public or private) constructs an approach to the private road. (3) The owner(s) of any lot created by the Development or alteration thereof and served by a private road shall be responsible for maintenance of said private road, including associated drainage facilities in conformance with approved plans on file with the County Engineer's office. (4) Maintenance financing of the private roads and associated drainage facilities shall be in manner determined by the owners of: Q a. the majority of lots served by such private road; b. the majority of frontage of lots served by such private road; 111999 / C. the majority square footage of lots served by such private road; or d. (5) In the event such private road is improved to Spokane County standards for public streets and the County is willing to accept the dedication of such road, each lot owner shall execute any documents necessary to accomplish such dedication. (6) Owners of lots within the Development who are served by such road, may sue and recover damages and attorneys' fees from any owner of any lot within the Development which is similarly served who refuses to participate in the road and drainage facilities, construction, financing, and maintenance. (7) WARNING: Spokane County has no responsibility to build, improve, or maintain or otherwise service the private roads, including associated drainage facilities, contained within or providing service to the property described in this Development. By accepting this Development or subsequently by allowing a building permit to be issued for property on a private road, Spokane County assumes no obligation for said private road and the owners hereby acknowledge that the County has no obligation of any kind or nature whatsoever to establish, examine, survey, construct, alter, repair, improve, maintain, provide drainage or snow removal on a private road, or associated drainage facilities. (8) This covenant and agreement shall run with the land and shall be binding upon the owner, their heirs, successors or assigns, including the obligation to participate in the maintenance of the private road, and drainage facilities as provided herein. IN WITNESS WHEREOF, THE AFORESAID OWNERS HAVE HEREUNTO SET THERE HANDS UPON THE DATES SHOWN. HERBERT COMM DATE LILY ANN COMM DATE STATE OF WASHINGTON ) THIS IS TO CERTIFY THAT ON THE DAY OF : ss - ,19 , BEFORE ME, THE UNDERSIGNED County of Spokane ) A NOTARY PUBLIC, PERSONALLY APPEARED HERBERT COMM AND LILY ANN COMM, HUSBAND AND WIFE, TO ME KNOWN TO BE THE INDIVIDUALS DESCRIBED IN AND EXECUTED THE WITHIN AND FOREGOING INSTRUMENT, AND ACItNOWLEDGED TO ME THAT THEY SIGNED THE SAME AS THERE FREE AND VOLUNTARY ACT AND DEED, FOR THE USES AND PURPOSES THEREIN MENTIONED. WITNESS MY HAND AND OFFICIAL SEAL HERETO AFFIXED THE DAY AND YEAR ABOVE WRITTEN. NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, RESIDING IN SPOKANE. n DECLARATION OF COVENANT REQUIRING PRIVATE CONSTRUCTION AND MAINTENANCE OF APPROVED PRIVATE ROAD, AND DEDICATION, TO THE COUNTY WHEN REQUIRED f DECLARATION OF COVENANT, Fj�,f? In consideration of the approval by Spokane County of BSP 28 -90 (hereinafter A%ed tg the Development "), the undersigned covenants and agrees that: O� (1) The subdivider /sponsor will construct the private roads and associated drainage facilities in conformance with the approved plans on file in the County Engineer's office. (2) A lot is served by a private road when: (a) the only road frontage for the lot in the Development is on the private road; or (b) a lot having frontage on more than one road (public or private) constructs an approach to the private road. (3) The owner(s) of any lot created by the Development or alteration thereof and served by a private road shall be responsible for maintenance of said private road, including associated drainage facilities in conformance with approved plans on file with the County Engineer's office. (4) Maintenance financing of the private roads and associated drainage facilities shall be in manner determined by the owners of: a. the majority of lots served by such private road; C b. the majority of frontage of lots served by such private road; V C. the majority square footage of lots served by such private road; or r 1 d. v (5) In the event such private road is improved to Spokane County standards for public streets and the County is willing to accept the dedication of such road, each lot owner shall execute any documents necessary to accomplish such dedication. (6) Owners of lots within the Development who are served by such road, may sue and recover damages and attorneys' fees from any owner of any lot within the Development which is similarly served who refuses to participate in the road and drainage facilities, construction, financing, and maintenance. (7) WARNING: Spokane County has no responsibility to build, improve, or maintain or otherwise service the private roads, including associated drainage facilities, contained within or providing service to the property described in this Development. By accepting this Development or subsequently by allowing a building permit to be issued for property on a private road, Spokane County assumes no obligation for said private road and the owners hereby acknowledge that the County has no obligation of any kind or nature whatsoever to establish, examine, survey, construct, alter, repair, improve, maintain, provide drainage or snow removal on a private road, or associated drainage facilities. (8) This covenant and agreement shall run with the land and shall be binding upon the owner, their heirs, successors or assigns, including the obligation to participate in the maintenance of the private road, and drainage facilities as provided herein. THE JARVIS PROPERTIES BY ITS DATE STATE OF WASHINGTON ) THIS IS TO CERTIFY THAT ON THE DAY OF ss - ,19 , BEFORE ME, THE UNDERSIGNED County of Spokane ) A NOTARY PUBLIC, PERSONALLY APPEARED TO ME KNOWN TO BE THE OF THE JARVIS PROPERTIES, A WASHINGTON PARTNERSHIP WHO EXECUTED THE WITHIN AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED THE SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID PARTNERSHIP FOR THE USES AND PURPOSES THEREIN MENTIONED AND ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE THE SAID INSTRUMENT ON BEHALF OF SAID PARTNERSHIP. WITNESS MY HAND AND OFFICIAL SEAL HERETO AFFIXED THE DAY AND YEAR ABOVE WRITTEN. NOTARY PUBLIC IN AND FOR THE STATE 01 WASHINGTON, RESIDING IN SPOKANE. OTHER SUBTOTAL 235.00 --------------------------------------------------------------------------- GRADING, SURFACING, CURB, AND SIDEWALK 19) Rough Grade CY 490.3 10.00 4903.00 ------------------------------------------------------------------------------- Top Course POND ESTIMATE 245.2 10.60 2599.12 PROJECT BS 28 -90 ------------------------------------------------------------------------------- NAME DAVE BERTO DATE 17- Jul -92 0.00 DRAINAGE ITEMS UNITS GUANITY PRICE COST 1) Drywell - Type A EA 1 1250.00 1250.00 2) Drywell - Type R EA LF 1573.00 0.00 3) Grate - Type 1 EA LF 325.00 0.00 4) Grate Type 2 EA SD YD 330.00 0.00 5) Grate - Type 3 EA 1 320.00 320.00 6) Backfill For DW CY 30 14.90 447.00 7) Concrete Inlet EA 1 675.00 675.00 8) C.M. Pipe 10" Dia. LF 21.30 0.00 9) C.M. Pipe 12" Dia. LF 25.90 0.00 10) C.M. Pipe 15" Dia. LF SURFACING 32.00 0.00 11) C.M. Pipe 18" Dia. LF Z7, / 28.80 0.00 12) Precast Manhole EA 27,086.60 1435.00 0.00 13) Solid lid EA 300.00 0.00 14) Ditch Excavation CY 10.00 0.00 15) ------------------------------------------------------------------------------- Sod SF 1050 0.70 735.00 NON ------------------------------------------------------------------------------- STANDARD DRAINAGE ITEMS 1) DRYWELL LINED WITH "AMOCO" #4545 LS 200.00 FILTER FABRIC 0.00 2 ) 0.00 3 ) 0.00 4) 0.00 5 ) --------------------------------------_"-------------------------- 0.00 ------------------------------------------------------------------------------- DRAINAGE SUBTOTAL - - - - -- -- - - - - -- 3627.00 16) Monuments EA 1 160.00 160.00 17) Barricade LF 32.00 0.00 18) Street Signs EA 1 75.00 75.00 OTHER SUBTOTAL 235.00 --------------------------------------------------------------------------- GRADING, SURFACING, CURB, AND SIDEWALK 19) Rough Grade CY 490.3 10.00 4903.00 20) Top Course CY 245.2 10.60 2599.12 21) Base Course CY 10.60 0.00 22) Asphalt Concrete Tons 167.5 44.50 7453.75 23) Curb Type A LF 6.50 0.00 24) Curb Type B LF 464.5 7.90 3669.55 25) Curb Type R LF 7.60 0.00 26) Sidewalk SD YD 283.9 16.20 4599.18 ------------------------------------------------------------------------------- NON- STANDARD ROAD ITEMS ------------------------------------------------------------------------------- 1) 0.00 2 ) 0.00 3 ) 0.00 4 ) 0.00 ------------------------------------------------------------------------------- GRADING AND SURFACING 23224.60 ------------------------------------------------------------------------------- 1J.56 Z7, / GRAND TOTAL 27,086.60 STREET QUANTITIES PROJECT NO.- BS28 -90 DESIGNER- DAVE BERTO DATE- 7/17/92 PROJECT DESCRIPTION - STREET # 1 NAME- INDIANA AVENUE LENGTH- 464.50 FT. WIDTH - 28.50 FT BEGINNING STATION = 0.00 ENDING STATION = 464.50 ONE SIDE ONLY PWIDTH= 18.50 EWIDTH= 0.00 QWIDTH= 10.00 TERM # 1 : CHOPPED TERM # 2 : CHOPPED ITEM ---------------------------------------------------------------------------- 490.3 C.Y. MEASUREMENT QUANTITY SURFACE AREA- 0.0 13238.25 S. F. 167.5 TONS ROADWAY EXCAVATION FT. 1.00 FT. 490.3 C.Y. CRUSHED SURFACING TOP COURSE 0.50 FT. 245.2 C.Y. CRUSHED SURFACING BASE COURSE 0.00 FT. 0.0 C.Y. ASPHALT CONCRETE 0.17 FT. 167.5 TONS CURB TYPE B EXISTING 0.00 FT. PROPOSED 464.5 FT. SIDEWALK --------------------------------------- EXISTING 0.00 ------------------------------------- S.Y. PROPOSED 283.9 S.Y. TOTALS ROADWAY EXCAVATION 490.3 C.Y. CRUSHED SURFACING TOP COURSE 245.2 C.Y. CRUSHED SURFACING BASE COURSE 0.0 C.Y. ASPHALT CONCRETE 167.5 TONS CURB TYPE B 464.5 FT. SIDEWALK 283.9 S.Y. Q's zg -qv , I /I ,ojr.cr r1��.2oFr�NO. �A2K NA.`ti: L T► wr4IdGs DATE ,Cr'6. 11 199 Item /( Dca1.1-ia;;e items U zi i .cs Qu:m[i I'I' LCl` Cos[ 1) ihywcI l — Type A EA 1 2) Dcyuc11 — Type U EA 3) Ccace — Type 1 EA 4) Grace — Type 2 EA 5) Grace — Type 3, EA 6) Backfill for DW CY 30 Sr fl£w A..ti 7) Concrete inlet EA 1 8) C.M. pipe 10'" dia. LF 9) C.M. pipe 12" dia. LF 10) C.M. pipe 15" dia. LF 11) C.M. pipe 18" dia. LF 12) Precast Manhole EA 13) Solid Lid EA 14) Ditch Excavation CY 15) Sod SF i Non Standard Drainaize Items 1) 1)avw�� tevc -o wmA n 'Am o ,o# 45.4 iFI.7er— Fi4QR►e_. _F 2) 3) 4) Si otanew �� J Scd'A IM1 Dv1 Cer+e _Pin Dia 1, sl d _Dia OTHER Dvl Dwl IIRF In ie[ e LLpc PiDe 2) 1 �_ 3 ' 4 ) 5) 6) 7) 96/4 b206O5O551 BEFORE THE BOARD OF COUNTY COMMISSIONERS'OF SPOKANE COUNTY, WASHINGTON RESOLUTION NO. 92 0730 e IN THE MATTER OF VACATION ON ) RESOLUTION JOHNSON STREET ). VACATION COUNTY ENGINEER'S ROAD FILE NO. 1201 -K . ) ' AL:' PAGE r This being the day set for the hearing on the Coii`nty Engineer's Report on the proposed vacation of JOHNSON STREET, proceedings for which wereinitiated•by,Preliminary Resolution No. 92 -0602, and it appearing to the Board on proof duly made that notic8'of,the hearing: was published and posted in the manner and for the time required by law, and the Board after ezantiaing ali claims and all maps and papers on file and after hearing the evidence adduced at the hearing and it' "appearing that the hereinafter described JOHNSON STREET is useless and the same is longer needed as a part of the general road system within the County and that the public will be benefited by such vacation. THEREFORE, BE IT RESOLVED by the',Board; County ,Commissioners of Spokane County, Washington, that the hereinafter described portion of publie,road to- wit:.t; JOHNSON STREET 30 feet wide, from a ]me parallel and 15 feet north of the south line of Tract 108 Pinecroft First Addition to'the southerly line'of th'e`Spokarie_ &Inland Empire Railway (BNRR). Located in the Southwest Quarter (SW 1 /4).of Section 9, Township 25 North, Range 44 E.W.M. be and the same hereby is vacated in accordance with the provisions of Chapter 36.87 R.C.W. PASSED AND ADOPTED by the Board of County.Commissioners'of Spokane County, Washington, this 2nd. day of June, 1992. r w .> BOARD OF COUNTY COMMISSIONERS "'`• >' "- OF SPOKANE COUNTY, WASHINGTON hn R. McBrid , hairman :y.....;.• A A ATTEST: WILLIAM E. DONAHUE CjXA,tK OF THE BOARD DEPU iw\. \.. \,nm1 -tih.m t l k V V REOEIVED- FILED OR RECORDED ;, ,,�rx� ,t a REQUEST OF .3 W ILL IAH'E. DONAF {Ut AUDITOR 'SPOKANE. COUNTY WASH. HOY I� rF.ROFFICE Patricia A:M ey - -' r ATTEST: WILLIAM E. DONAHUE CjXA,tK OF THE BOARD DEPU iw\. \.. \,nm1 -tih.m t l k V V REOEIVED- FILED OR RECORDED ;, ,,�rx� ,t a REQUEST OF .3 W ILL IAH'E. DONAF {Ut AUDITOR 'SPOKANE. COUNTY WASH. HOY I� rF.ROFFICE ;Yz 0 :, I � II -0r0 JACKSON C.R.P. /is -WArv- 140'� momrcavcRi DR. 9 0 ZI of QL Q %D A 05 7r 8i 11 66 t%u a;T. • W � 7 FNk, 09 'r 1044 los, o 60q C VA c to ol 07, V. .... q 7s T ""N ILI 84 V 87 1, .i ,. �� -- SO el if 5 si 'M11661CtJ 10. ul RECEIVED JA,l 1 5 199 voc. 12.5 1 pasE (; f±IVEO DEC -;:2 1991 . DECLARATIlf3F.COVENANT REQUIRING PR`IVA'TE CO N$7 -, AND 1\IAINTENANC> OF API'ItOVED.PRIVATE ROAD, ANll I�ED�GAT�OPI % i' TO TH,E WI E ' REQUIRED' DECLARATION OF. COVENANT: .lay n:. :,• •.:,;p17;:1;1; u.., ily);. I 111 r. „ u +n.- Inconsideration pf the approval by Spokane County of BSP 2 ' -9 (hereinafter, refeFred Jo as the Deyelopmenf.), the undersigned covenants an¢ agrees that ,,,i ai it w t WIIC:S The, sitbdiyider /sppnsgr Will construFt,,thp private roads associated dratgage facilities m conformance wnh the,approved.iilans pn file to {1�e Cpunty ofli ......'1 ..1 i .q';: .. •.I i(1- 1:1•.:ill t. Ia,1111 ... (2) A lot is served by a private road when. (a} the only road frontage for the lot in the Development i$,on.the,prtvate road; or (b),a'%lot.having , frontageion tnorp than gne:rgad (public or private) constructs :an,approa to the priyate road 1 I J .11.. I ( lll rea (3) The'owner(s) of any lot cted by the Development or alteration thereof and served by a private.road; shall be responsible, for..Matntenanee of said private,road;.,including associated.. drainage facilities: in conformance with approved plans on file with the County Engineer's office. (4) Maintenance financing of the private roads and ,,associated drainage facilities m shall be in anner determined by the owners of: the majority of lots served by such private road; the majority of frontage of lots served by such private road; C. the majority square footage of lots served by, Bach private road; or - - d. (5).. In, the, event; such. private road is improved to; Spokane County standards for public streets and the County.is willing to accept the dedication of such road, each lot owner shall, execute Any, _docµments necessary to accomplish such dedication. (6) ;,Owners „of lots within the Development who are served by :p road,, may sue and recover damages and attorneys' fees from anyowper of ;any lot wi4htn ifig Development which.is similarly.seryed who refuses t9, participate in the read and drainage factlittes,,con- strUCtion,.flnancing, and m a m tenanC d .., I. II(:i, �I ,ih•a , 1.. . .I . ' ; (7) WARNING: Spokane County has no responsibility to build, improve, or main- tain or otherwise service the private roads, including associated drainage facilities, contained within providing, service, to the property described in this Develgptne01,,, $y, accepting this Development % or subsequently by allowing a buil'ding'pe'rmit ' to be issued for property” on'a private road, Spokane County assumes no obligation for said private road and the owners hereby acknowledge that the County has no obligation of any kind or nature whatsoever to es- tablish, examine, survey, construct, alter, repair, im�r . ve aintatn providq hrafna$e or snow removal on a, private road, or associated drainage (acih�ies ''' ,,,.:. .,will, ,:•�.ili„• I:i (8) This covenant and agreement shall run with the land and shall be binding upon the owner, their heirs, successors or assigns, including the obligation to participate in the maintenance of the private road, and drainage facilities as provided herein. IN WITNESS WHEREOF. THE AFORFSAin nWMERS HAVE HEREUNTO SET //- 22- Date Date STATE OF WASHINGTON) )ss COUNTY OF SPOKANE ) This is to certify that on this ;"Z day of d 14 , before me, the under- ' signed, a Notary Public, personally appeared Richard B. Jarvis and Ruth L. Jarvis, husband and wife, , known to me to be the individuals who executed the within and foregoing iiistru- ment and acknowledged the said instrument to be their free and voluntary act and deed for the uses and purposes herein mentioned. IN WITNESS WHEREOF, I have.hereunto set my hand and affixed my official seal and day and year first above written. o MUEL GMPBELt . 4J BLIC. sP1[Ol N,�g11110iotl .Notary Public, in AM for th State of FG7 7Y OF SPOKANE s. %... ,.. „ .... Washington. residine in v/e,ttr/F 4 0 AN WITNESS WHEREOF, THE AFORESA V MIt'14 . ID OWNERERV09 SET 6 THEIR HANDS P�YN THE DATES SHOWN. , If I 11� Date ate X STATE OF WASHINGTON) ass COUNTY OF SPOKANE This is to certify that,-on this '4 7 - d - a"yof X/It�z 19 � before 'm6, the dnder- signed, a Notary Public, personally appeared Herbert Comm and Lily Ann Comm, husband and wife, known to me to be the individuals who executed the within and foregoing instru- ment and ac4opledged, the said tp instrument , - m their free and voluntar act-gnq dee.d for the uses and purposes herein "mentioned. 'Y IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal and day and year first above. Written. 0 Notary Public, in and for S[ to of 7 04 1 L L Washington, residing in -4"U 1 "I C 0, Y � i"T V 2 _ � r SP W mftcyo � unr4T, IREDUE_ ST 9. - � DEC A 2 23 PM "T C 5rUKA!j: . DUN T Y IMUA� OFFICE OF THE COUNTY ENGINEER Spokane County, Washington Date: y / — ) , 19_ RE Standard for the (1) Drainage easements, as platted and shown hereon, which are for the purpose of installing, operating and maintaining drainage swales and drainage facilities to dispose of runoff, are hereby granted. The County of Spokane is hereby granted the right of ingress and egress to all drainage easements adjacent to the public right -of -way. The property owner. shall maintain the drainage swale with a permanent live cover of lawn turf, with optional shrubbery and /or trees, which do not obstruct the flow and percolation of storm drainage water in the drainage swale as indicated by the approved plans. (2) The owners of Lots , , 6 , of Block , and Lots , , 6 , of Block , shall be held responsible for keeping open and maintaining the path of the natural or man -made drainage flow over and across the property. (3) The property owner or his representative shall inform each succeeding purchaser of all drainage easements on the property and his responsibility for maintaining drainage facilities within said easements. (4) Spokane County does not accept the responsibility of maintaining the drainage course on private lots within drainage easements or floodplain areas, nor the responsibility for any drainage, whatsoever, including but not limited to inverse condemnation to any properties due to deficient construction and /or maintenance of drainage courses in drainage easements on private property. (5) Development within this subdivision shall conform to the requirements of the National Flood Insurance Program and Chapter 3.20 of the Spokane County Code. The lowest floor, including basement floor, for any structure shall be constructed according to the requirements of the Spokane County Flood Zone regulations in effect at the time a building permit is issued. Purchasers of property in this subdivision are warned of possible flooding or pending and the potential requirement to purchase Flood Insurance. This warning shall be carried in each and every deed drawn to transfer ownership of any and all property within this plat in the Area of Special Flood Hazard. (6) An approved lot grading plan exists for Lots and Block _, and Lots , 6 , Block Grading must conform to said plan on file in the County Engineer's office. (7) Spokane County shall not be responsible to maintain ingress or egress across the flood plain area. (8) The owner(s) or successor(s) in interest agree to join in any County approved Stormwater Management Program and to pay such rates and charges as may be fixed through public hearings for service or benefit obtained by the planning, design, constructing, maintaining, or operation of sto mwater control facilities. (9) A statement must appear in the dedicatory language of the plat that individual driveway access permits be required prior to issuance of a building permit for driveway approaches to the County road system. This approach shall be constructed in accordance with the approved plan on file in the County Engineer's office. 0035p RECEIVED Jnf 1 5 1992 DECLARATIN'SF :AND MAINTENANC V'UL'� 1 1fAGE j IVED DEC . 2 1991 _ IV fSYkUCTION,.,. DEDICATION . DECLARATION F COVENANT : , r fill Inconsideration of the a royal b pp y Spokane ;County,of , BS_P 28 -90 (hereina fter referred to as the Development ),.the; unde ;signed „covenants,and agrees that (1) The subdivider /sponsor wih.construct, the private roads associated drainage facilities in conformance with the approved pl .ns.,o' file m,the County office. (2) A lot is served by a private road when: (a) the only road frontage for the lof in the Development.as,on the private road;. or. (b) having, frontage more than,one: road (publicor private). constructs an approach to. the private ioad. (3) The owner(s) of any lot created by the Development or alteration thereof and served by a private road shall be responsible for.,maintenance of said private 'road „including associated drainage facil Engineer's office. ities;in conformance with approved plans on file with the County (4) ' Maintenance financing of the private roads and :associated drainage facilities shall be in manner determined by the owners of: the majority of lots served by such private road; the majority of frontage of lots served by such private road; C. the majority square footage of lots served by, such private road; or - d. (5) In the event private road is improved to Spokane County standards for public streets and the County.is willing to accept the dedication of such road, each lot owner ;:shall execute any documents necessary to accomplish such dedication. (6), ,: Owners „of lots within the Development who are served by.such.,road,, may sue and recover fees-from-any ;.owner;of.any.lot;within the,,Development which is similarly.seryed: who efyses to;.participate , rn ther'oad and drarnagefacrlrties,:con- struction financing, and,mamtenance (7) WARNING: Spokane County has no responsibility to build, improve, or main- tain or otherwise service the private roads, including associated drainage facilities, contained within: or providing, sery ice .to the property described, in this Development., By, accepting ,this Development:or,subsequenlly by allowing a burl "ding permit to be issued'foi'piopeity ori'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 toes- tablish, examine, survey, construct, alter, repair, improve ;: provide drainage or snow removal on a private road, or associated drainage facilities . (8) This covenant acid agreement shall run with the land and shall be binding upon the owner, their heirs, successors or assigns, including the obligation to participate in the maintenance of the private road, and drainage facilities as provided herein. IN WITNESS WHEREOF, THE AFORESAID OWNERS HAVE HEREUNTO SET ,R NDS UPON THE DAXFC Cunwnr // ^22 — � � Date Date STATE OF WASHINGTON) )ss COUNTY OF SPOKANE ) This is to certify that on this day of 19 before me, the under- signed, a Notary Public, personally appeared Richard 13. Jarvis and Ruth L. Jarvis, husband and wife, known to me to be the individuals who executed the within and foregoing instru- ment and acknowledged the said instrument to be their free and voluntary act and deed for the uses and purposes herein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal and day and year first above written. a k *e e 9 3�,S� 7 Notary Public, in a d for th State of Washington, residing in /OIt� - IN WITNESS WHEREOF, THE AFORESAID OWNERS SET T HANDS UP N THE DATES SHOWN. Herbert Comt - � Date /� �� 9/ ate / STATE OF WASHINGTON) COUNTY OF SPOKANE iss This is to certify that on this 4 7• day of /c" 197 / ~ signed, a Notary Public y pp � > before'me, the Under- y personal) a eared Herbert Comm and Lily Ann Comm, husband and wife, known to me to be the individuals who executed the within and foregoing instru- ment and ackegwledged the said instrument to their free and voluntaryact deed, for the uses and purposes herein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal and day and year first above written. ctFicuisEa� Notary Public, in and for St to of C ^•Nt'Et L CAMPBELL nm.xr rus;c. s:�re or rux,ncmM Washington, residing in cOUNTY OF SPOKANE my Lie!)'0 R-22!.' nnq TEQUEST - - 9 SROI::nS.l CG.U'Ri78'W,C�� EPJUft( 00 q`�t?o/ Commercial and Industrial Real Estate 18 OCTOBER 1990 THE CAMPBELL COMPANY COPY Spokane County Planning Dept. Mr. Paul Jensen N. 721 Jefferson Spokane, We. 99201 SUBJECT: FINAL APPROVAL OF B.S.P 28 -90 SUBMITTED BY RICHARD J#VIS Dear Sir: `'41V J This is to request that the final approval and, processing of the subject Site Plan be held in abeyance until further notice. Sincerely, THE CAMPBELL COMPANY ,4�� am Campbell Agent for Richard B. Jarvis SC /jc cc: County Engineering Dept, Gary Nelsons County Utility Dept., Jim Legat Taylor Engineers, Frank Ide OCT 2 2 1990 SPO i(Ai;'c tiu idF LrG114EER E. 9300 Sprague Ave. Spokane, WA 99206 (509) 924 -9547 AE ALTO V )P 0) •)a� ; (,c 2 *9 901 I1 PLANNING DEPARTMENT BROADWAY CENTRE BUILDING N. 721 JEFFERSON STREET PHONE 456 -2205 SPOKANE, WASHINGTON 99260 MEMORANDUM RECEIVED S t p 5 1990 Tor. Spokane County Engineer Spokane County Utilities Cowry Ewneering Spokane County Health District Spokane County Department of Building & Safety Fire Protection District #1 Irvin Water District FROM: Tim Lawhead, AICP, Planner II DATE: September 4, 1990 SUBJECT: Final Binding Site Plan #BSP- 28 -90, Pinecroft Industrial Park. Enclosed is a plat map for FINAL BINDING SITE PLAN NO. BSP- 28 -90. Please review this proposal and return any comments and recommendations you may have by September 19, 1990. k Enclosure c: Richard Jarvis, E. 3830 Boone, P.O- Box 11006, Spokane, WA. 99201 SPOKANE COUNTY COURT HOUSE Commercial and Industrial Real Estate RECEIVED 1 DEC 1 4 1990 L SPOHANE COON "' £N0I Spokane County Planning Dept. Mr. Paul Jensen N. 721 Jefferson Spokane, We. 99201 13 DECEMBER 1990 SUBJECT: FINAL APPROVAL OF B.S.P. 28 -90 SUBMITTED BY RICHARD JARVIS Dear Sir: THE CAMPBELL COMPANY p v �OpY This is to request that the final approval and processing of the subject Site Plan be reinstated,completion soon as possible. Sincerely, THE CAMPBELL COMPANY --c lam Camp 11 Agent for Richard B. Jarvis SC /jc cc: County Engineering Dept., Cary Nelson County Utility Dept., Jim Legat Taylor Engineers, Frank Ide . E. 9300 Sprague Ave. Spokane, WA 99206 (509) 9249547 REAITOV Taylor Enginee - gfftil.VED W. 8 alv, u 2 Sp Wee on A enue —3371 9D20lt• J1A� 1 6 199 (50) 3 28 - 822 (PAR 328 -8224 TO. pp{tANE CAUNTY ENGINEER: Co. LETTER OF TRANSMITTAL f?31 WE ARE SENDING l$1 ATTACHED El UNDER SEPARATE COVER VIA THE FOLLOWING ITEMS: O SHOP DRAWINGS M PRINTS O PLANS .O ANALYSIS ED SPECIFICATIONS COPY OF LETTER O CHANGE ORDER M COPIES DATE NO. DESCRIPTION O RESUBMIT COPIES FOR APPROVAL — — QSIO 2A -9d APPROVED AS NOTED O SUBMIT — COPIES FOR DISTRIBUTION O AS REQUESTED r RETURNED FOR CORRECTIONS 1] RETURN — CORRECTED PRINTS �J FOR REVIEW AND COMMENT O 0 FOR APPROVAL 0 APPROVED AS SUBMITTED O RESUBMIT COPIES FOR APPROVAL L7 FOR YOUR USE APPROVED AS NOTED O SUBMIT — COPIES FOR DISTRIBUTION O AS REQUESTED r RETURNED FOR CORRECTIONS 1] RETURN — CORRECTED PRINTS �J FOR REVIEW AND COMMENT O •i1.. G / • i c� /i ' La • SI GNED COPY TO F //E First American Title Company of Spokane West 704 First Avenue • Spokane, Wa. 99204 • (509) 456 -0550 • FAX (509) 747 -2761 PLAT CERTIFICATE Order No.: 69666 -DC Taylor Engineering West 106 Mission #104 Spokane, Washington ATTN: Larry Leinweber, PLS CC: Mr. Richard Jarvis Jay Investment Co. P.O. Box 11006 Spokane, Washington 99211 PROPOSED PLAT OF:" BINDING SITE PLAT NO. 28 -90 This is a certificate as of June 22, 1990 at 8:00 A.M., for a plat of the following property: All that certain real property being a portion of Pinecroft First Addition, according to plat recorded in Volume "M" of Plats, Page 35, in the S.E. k of Section 9, T.25N., R.44E., W.M., Spokane County, Washington, described as follows: Beginning at the Southwest corner of Tract 108 of said plat of Pinecroft First Addition; thence North 15.00 feet; thence S.89 ° 39'45 "W., 15.00 feet, to the centerline of Johnson Road; thence North, along said centerline, 520.79 feet to the South right of way line of the Burlington Northern Railroad; thence S.80 °12'07 "E., along said right of way line, 906.62 feet, to the centerline of vacated Bowdish Street; thence South, along said centerline, 176.24 feet; thence S.89 ° 39'45 "W., 150.09 feet; thence N.88 ° 42'17 "W., 64.92 feet; thence S.89 ° 16'45 "W., 231.73 feet, to the centerline of vacated Woodward Street; thence South, along said centerline, 190.30 feet; thence S.89 ° 39'45 "W., 15.00 feet; thence South, 10.00 feet, to the Southeast corner of Tract 108 of said Plat of Pinecorft First Addition; thence S.89 °39'45 "W., along the South line of said Tract 108, 416.70 feet to the point of beginning. This Company certifies that record title is vested in Herbert Comm and Lily Ann Comm, husband and wife as to that portion lying within Lot 110; and Jarvis Properties, a Washington partnership as to the remainder, free from all liens, encumbrances and objections, except as follows: *CONTINUED* Order No.: 69666 -DC Page 2 1. GENERAL TAXES, LAST HALF: Year: 1990 Amount: $1,930.80 Tax Account No.: 45093.0632 Said taxes will become delinquent.if not paid on or before October 31, 1990. GENERAL TAXES, LAST HALF: Year: 1990 Amount: $400.76 Tax Account No.: 45093.0633 Affects: Includes other property Said taxes will become delinquent if not paid on or before October 31, 1990. GENERAL TAXES, LAST HALF: Year: 1990 Amount: $422.07 Tax Account No.: 45093.0634 Affects: Includes other property Said taxes will become delinquent if not paid on or before October 31, 1990. 2. DEED OF TRUST: -Grantor: James R. Wilharm and Mary Ann Wilharm, husband and wife Trustee: Pioneer National Title Insurance Company, a corporation Beneficiary: Herbert Comm and Lily Ann Comm, husband and wife Original Amount: $209,916.10 Dated: April 20, 1984 Recorded: April -23, 1984 Auditor's File No.: 8404230115 Volume /Page: 688/993 IUILO *CONTINUED* NOTES: 1. Inquiry should be made of the Spokane County Utilities Department at (509) 458 -2538 to ascertain if any user fees relating to the Aquifer Protection Area are payable at this time. Any such amounts may become liens upon the property at a later date. This Company further certifies that all taxes and assessments levied and chargeable have been fully paid except as noted above. 01AMI b aut& Charge: $125.00 plus Sales Tax DC /ekh 256 first American Title Co�,.pany of Spokane West 704 First At • Rpohane. Ma.shin,con 99204 • 150.9, 455 - 0.550 LI e ORDER NO. / MAP VOL PAGE :L / SEC ;FiP_RGE_ ® r 1 8 ! 1 99 e _ c _,, 3ys.7 f /OW " /O Aft �� R •. ' /U : /YU 226.7 �t /GS e4 I , /6 6 . 4 7 r— i�z O7 . 6 <2 /// a /03 /U�4 4,& 7. — - iJe 447�� 0 t (0 . 67 1 ®so I 6y 6 r , • .__nrl. 7.5` Ln This sketch is furnished as a courtesy only by First American Title Insurance Company and i • is NOT a part of any title commitment or policy of title insurance. This sketch is furnish) solely for the purpose of assisting in locating the premises and does not purport to show a. highways, roads or easements affecting the property. No reliance should be placed upon thi! sketch for the location or dimensions of the property and no liability is assumed for the correctness thereof. Ajjilic!ed u't(h Firs(.4 mencan Tile 1 ^sUrenre CGnipcnr �4 First American Title Company of Spokane WEST 704 FIRST AVENUE, SPOKANE, WASHINGTON 99204 (509) 456 -0550 FAX (509) 747 -2761 CONI OF DOCUM 4` S r� A ME � 1 `9 r : ' PIONEER NATIONAL TITLE IN5URANCE 991 ., y . _. r::. ^: •: "�:'-" ['� FILEO OR DECOR" -- ,+rrtw cawrawr c.y0.12�0115 RECaES • _7 (I Filed for R"rdd at R/qNUq tl 01 Ar 23 9 28 aH .d1 i '. I E:..CLL fE`_c/l .. .-.y_.. �_..�___....___.._.... .I�Lf...Cl _.. __............ .............. OitY and Bble...+� tlllla VGiORRANJtY� SnXAN plf0T7 • .i t6: : f ' I f j ii i i PMI F,Ie Nx � ISi Id II C(' DEED OF TRUST THl9 DEED OF TR45r. wdn 11m a` Ina April Gl.wlor Int. JAMES R. WILHARN and NARY A" WILHAR". h a 99 a w ife .�., East 3830 Boone Avenue, Spokane. 9 _ West 521 First Ave., PIONEER NATIONAL TtTI.F. INRIRANC'E COaIPANI•.. m nvMlmx Tm.ue M1r+r .ddrrr.w WA 99200 ,W HERBERT COMM and LILY ANN COMM. husband and wife, Spokane. , South 1620 Wardson, Spokane, Washington 99212 Mntr , ...ina..rl! .nd mnm+ In Twlw in Trv....:M an..r lhr Io1h�iK ar.+iM rr.i RiTN F..SFTM1I G.+ntur pmwaY in Spokane l'wnq. w..niKn• +: C _. Lots 104, 106, 107, 108 and 109, pinecroft First Addition, according to plat recorded in Volume 'N' of Plats. Dace 35. in aovacated u by y Resolut ion NO- 9- Lot 105 of vacated AIIaIltroft First 0890: and that portion of Lot 109 of vac [th pfnecrof[ First Addition as vacated i by Resolution No. 79 -0890, lying Morth of the f o llo wi ng 3.85 e edescribed line: N comer thereof' thence Westerlys in line to nt feet West Of Tract lllhethencerWnterlyra I a line a point on the West line Of safd rth . said Tract 109, 0.40 feet North of the Southwest corner thereof, the termination point of this line description; Together with vacated Woodward Street. o ni of betwe o W Street, vacated. lying105. 106 and 109 and West half of that po East of and adjacent to Lots 107 axd 108. wrw — I. .1nn 'Ids n•.u.� .w 1 4•n R <. O I'.~•1 +1 . aM .nke .ol an mm I. Iwl [e wM[ � wIb . 1 1:.4 �.[ ,�� in an..�.. M•1•.•41n.n[. n+ _ .,. . ..,11. mr e.a s. mA rnl, o-,,,,, .•r I..n+l rr r.d... ,• TL:. d....l l..r J.. Lnn• °..•I ,Hint. L.rl..m..... -' M •'.••hu.u. and 1 Two Hundred Nine Thousand, Nine Hundred Sixteen and 10/ l0O______ _______________ ..209.916Li 0. 1 - 11h ; . ". n.l 1 1 hl '.N I' M. J I neJ 1p It tl' t In " M. ilh lb L+I 1 , lya I 1 1 A'1'w l —,n- awe n, Y a [ IM f mvin m lo ld.. ^.fi .� I N 1. Tn k..P Ihr pml.rrlY 1m mndilion N n n "I �, n^n IAN .rnmu, n.nlnn.nr ml n+l inL m n..4K IM 1 b.i Lnil m nl..vi 1. IvIi1-Jh al Ww Ina— mc•be. 'vu ur I• pnn.w.. n Nunn n, llnvnnd: ml In mnl.ly M l•n.{+r15: w lrr M rnyrT (nT.^d Aur d al .nNr yr y 1 1 I Y 1 Inn-1, Lxiwnl nll In.InIM �hv �l 1 rl T _ -1 1 'h.,_ 1 4 1+ fi I hrnnlw Imry..rin[ 1 1 411 Lull 1' bJ N tl :1 I l 1 III 'l l'.Ln Mn.rlu.r. .nr 1 A1 .11. 1 1.11 I l u 4_. Iln +n Ilu 14H ul M 4 1 m:H A 14' _ 1 h MHrF' I ••m II. 14..x.^..vr' I 1 a .M 1.J f 1 I♦ nA I h h 1n 11x- I:rrmn .. nn. n.nv.n1 Iln nl` Iv r 1. Il 14'xv ..unl l r In rn urvn. I "lu,.. lln.r rn h nv Mll lu I• .rh .. b, it tl.. 14..•14�i ..L.11 .' ^ nlm l�um wJl bhr NlM� M. I�.n+A�' llnn 1Y..1 .1'1'nnl. In M A1. IMI ^Irrin�r n11M 1.un F.nn �L, r r � 1 I t wa w FROM -------------------------------------------------------------------------------- ANGL DIST NOR" EAST TO -------------------------------------------------------------------------------- BSP 28 Plat Boundary 9/17/90 AUTO INVERSE * * *+� START 1015.00000 1000.00000 1 1 INV N 0 00 00.0 E 520.7900 1535.79000 1000.00000 2 2 INV S 80 12 07.0 E 906.6200 1381.50498 1893.39575 3 3 INV S 0 00 00.0 E 176.2400 1205.26498 1893.39575 4 4 INV S 89 39 45.0 W 150.0900 1204.38088 1743.30835 5 5 INV N 88 42 17.0 W 64.9200 1205.84840 1678.40494 6 6 INV S 89 16 45.0 W 231.7300 1202.93310 1446.69328 7 7 INV S 0 00 00.0 E 190.3000 1012.63310 1446.69328 8 8 INV S 89 39 45.0 W 15.0000 1012.54474 1431.69354 9 9 INV S 0 00 00.0 E 10.0000 1002.54474 1431.69354 10 10 INV S 89 39 45.0 W 416.7000 1000.09019 1015.00077 11 11 INV N 0 00 00.0 E 15.0000 1015.09019 1015.00077 12 12 -------------------------------------------------------------------------------- INV S 89 39 45.0 W 15.0000 1015.00183 1000.00103 13 -------------------------------------------------------------------------------- LAT & DEP - 0.00183 - 0.00103 13 HCLOSE S 29 14 11.2 W 0.0021 1015.00000 1000.00000 1 PREC = 1 TO 1290614 Area = 317376.51 sq ft 7.28596 ac FROM -------------------------------------------------------------------------------- ANGLE DIST NORTH EAST TO -------------------------------------------------------------------------------- Block Sideline AUTO INVERSE * * * ** START 1015.00000 1000.00000 1 1 INV N 0 00 00.0 E 520.7900 1535.79000 1000.00000 2 2 INV S 80 12 07.0 E 906.6200 1381.50498 1893.39575 3 3 INV S 0 00 00.0 E 176.2400 1205.26498 1893.39575 4 4 INV S 89 39 45.0 W 150.0900 1204.38088 1743.30835 5 5 INV N 88 42 17.0 W 64.9200 1205.84840 1678.40494 6 6 INV S 89 16 45.0 W 231.7300 1202.93310 1446.69328 7 7 INV S 0 00 00.0 E 185.3000 1017.63310 1446.69328 14 14 INV S 89 39 45.0 W 446.7000 1015.00183 1000.00103 15 LAT R DEF - 0.00183 - 0.00103 15 HCLOSE S 29 14 11.2 W 0.002 1015.00000 1000.00000 1 PREC = 1 TO 1276340 Area = 311051.12 sq ft 7.14075 ac -CW PUBLIC WORKS DEPARTMENT OFFICE OF COUNTY ENGINEER RONALD C. HORMANN, P.E. COUNTY ENGINEER SPOKANE, WASHINGTON 99260 -0170 AG R E E M E N T T O P AY F E E S Agreement Number _ AS S -.- This agreement between Spokane County and 7- 4 /h vhf 7M6.- 7 C O whose interest in the project is O w /"E/? is entered into this / 5 7 day o , 19 ?C1 This agreement is applicable to t e projectl� own as � 9 E's l N/) 1,4- '-f 4- That the individuals and parties named herein as having an interest in the above described property or project agree to the following: 1. Reimburse Spokane County for project review and inspection fees as specified in Board of County Commissioner's Resolution 80 -1592 attachment C, as amended. The fees will be based on actual salary costs incurred by Spokane County for project reviews and / or inspections plus a ten percent administrative charge, and will be billed monthly as accrued. 2. The undersigned agrees that these fees are due and payable upon receipt of the billing as specified above.. The monthly billing should be sent to the attention of: 7 //yPO.5 /-71:N7 CD 5 4 7 .2 t FArIrI /PA �.a C q•2 -/415' 5 I understand that failure to pay these fees may result in delay in completion or approval of the project or other possible sanctions. 4 Public Works Building / North 811 Jefferson Street / Spokane, Washington 99260 -0170 (509) 456 -3600 SPOKANE COUNly cover "'SE JAY INVESTMENT COMPANY 2654 3830 EAST BOONE AVENUE (509) 535 -1776 P. O. BOX 11006 SPOKANE, WASHINGTON 99211 F 19- 2/1250 19 c lf� _�I Pay to the Order of Dollars j ® 3E,4RRSrB4Nx Spobm 6 Eesum BoncA '�' P.Q BbR NIB $WYIM YN Po210 Ali 1i'0000 2 6 S 10 ' 1 250000 2 41: 138 L 3 L0011 o o RECEI S Date 19 94 . Received From i Address:;, G Dollars $1 F ! ACCOUNT v _ HOW,PA . -CASH < ♦�. . \� l ". F \ ✓ t ! 1 �� / ✓, AAIi t4 pA10 } (CHECKp �// / eAIANCEe, '/ / '''. MON Y � - A/ ' v �' BY. •° j / oue oeo:e, JAY INVESTMENT COMPANY 2654 3830 EAST BOONE AVENUE (509) 535 -1776 P. O. BOX 11006 SPOKANE, WASHINGTON 99211 F 19- 2/1250 19 c lf� _�I Pay to the Order of Dollars j ® 3E,4RRSrB4Nx Spobm 6 Eesum BoncA '�' P.Q BbR NIB $WYIM YN Po210 Ali 1i'0000 2 6 S 10 ' 1 250000 2 41: 138 L 3 L0011 RECEM MAY 'L 1 1990 BEFORE THE SPOKANE COUNTY PLANK U IN THE MATTER OF PRELIMINARY ) BINDING SITE PLAN NO. ) FINDINGS OF FACT, BSP -28 -90 ) CONCLUSIONS AND DECISION THIS MATTER, an application from Richard Jarvis ha_s,2�eeeen received and decided upon, pursuant _ to Spokane County Subdivision regulations, on the �.7'�day of May, 1990 The individual signing below has been properly delegated the responsibility for rendering the decision by the Spokane County Director of Planning. FINDINGS OF FACT AND CONCLUSIONS The proposal is to divide approximately 7.2 acres into 7 lots for the development of industrial uses. The proposal is located at the northeast corner of Johnson Street and Indiana Avenue in the SW 1/4 of Section 9, Township 25 N., Range 44 EWM., Spokane County, Washington. The current zoning of the property is Restricted Industrial (R.I.), File No. ZE- 117 -83. The proposed lot sizes, frontage and intended uses are allowed within this zone. Previous conditions of approval for ZE- 117 -83 shall remain in effect for future site development. The Spokane County Comprehensive Plan designates this area as Industrial. The development and uses proposed are generally in accord with this planning category. With the recommended conditions of approval and Spokane County development standards, the proposal is not detrimental to the public health, safety and general welfare; implements the underlying zoning as well as the Comprehensive Plan; and complies with the adopted Binding Site Plan Chapter 4 of the County's Subdivision Regulations, Board of County Commissioners Resolution 89 -0511. The property shall cross over to I -2 (Light Industrial) under the new Zoning Code classification on January 1st, 1991, based upon the present crossover implementation program. DECISION Based upon the above Findings of Fact and Conclusions, Preliminary Binding Site Plan BSP -28- 90 is hereby APPROVED, subject to the following conditions, which shall be complied with by the applicant, sponsor and/or successors in interest prior to finalization of all or a portion of the Binding Site Plan. This approval is granted until June 1, 1993 at which time an extension of time may be granted pending receipt of a qualifying request. • • • • *II •' : 'AI ..: .� 1 a.. .. .:.. :. . :. ... This decision applies to the following - described real property: Blocks 104, 105, 106, 107, 108, 109, and 110 of Pinecroft 1st Addition, located in the SW I/4 of Section 9, Township 25 N., Range 44 EWM Spokane County Washington. PLANNING DEPARTMENT CONDITIONS: The final binding site plan be designed substantially in conformance with the preliminary binding site plan of record as legally described and advertised. No increase in the number of lots shall occur without a change of condition application submittal and approval. However, the final binding site plan shall be flexible within the terms of the conditions of approval, and lot lines may be adjusted in a manner prescribed by procedures established by the Planning Department. V 2. The Planning Department shall review /approve any proposed final binding site plans to insure compliance with the conditions of approval. 3. The preliminary binding site plan is given conditional approval for three (3) years, to June 1, 1993. The applicant may request an extension of time by submitting a written request at least forty -five (45) days prior to the above expiration date. 4. A final binding site plan number shall be approved before the final binding site plan is filed, such number to be approved by the County Planning Director/Designee. Phasing of the final binding site plan shall be allowed if appropriate improvements and intent of this approval is met, as determined by the Planning Director and reviewing agencies. 5. Appropriate road names shall be indicated on the final binding site plan. 6. Appropriate utility easements shall be indicated on copies of the proposed final binding site plan. Written approval of utility easements by utility companies must be received prior to approval of final binding site plan(s). 7. Three current certificates of title shall be furnished the County Planning Department prior to filing the final binding site plan. 8. The following statement be placed in the final binding site plan dedication: "No lot shall be further subdivided for the purpose of creating additional lots, ownerships or leased parcels without,first filing a replat or altering the final binding site plan." The final binding site plan map shall indicate by a dashed line the required setbacks from all private, Tract X or public roads. The dedication shall contain the following statement: "Side yard and rear yard setbacks shall be determined at the time building permits are requested, except that some judgements may be made on this final plat document as to side or rear yard status. The setbacks indicated on this subdivision may be varied from if proper zoning or variance approvals are obtained." See Arterial Road Plan Section for special setbacks related to arterial roads. 10. A plan for water facilities adequate for domestic service and fire protection be approved by the water supplier, fine protection district, Spokane County Building & Safety Department and county health authorities. The agencies will certify on the WATER PLAN, prior to the filing of the final binding site plan or any phase of the preliminary binding site plan, that the plan is in conformance with their respective needs and regulations. The WATER PLAN and certification will be drafted on a transparency suitable for reproduction and be signed by the sponsor. 11. The purveyor will also certify on the Water Plan that appropriate contractual arrangements and schedule of improvements have been made with the sponsor for construction of the water system in accordance with the approved WATER PLAN. The time schedule for improvements will provide for completion of the water system and inspection by the appropriate health authorities prior to application for building permits within the final binding site plan. The arrangements or agreements will include a provision holding Spokane County and the purveyor harmless from claims by any lot purchaser refused a building permit due to the failure of the sponsor to satisfactorily complete the approved water system. 12. The final plat dedication will contain the following statement: "The public water system, pursuant the WATER PLAN approved by County and State Health authorities, the local fire district, County Building & Safety Department, and water purveyor, will be installed within this Binding Site Plan, and the subdivider /sponsor will provide for individual domestic water service as well as fire protection to each lot prior to sale of each lot and prior to issuance of a building permit for each lot." 13. No building permit will be issued for any lot within the final binding site plan until certified by a Washington state- licensed engineer that "the water system has been installed pursuant to the approved WATER PLAN for the final binding site plan," signed and stamped by said engineer. The certification may be in the form of a letter, but is preferred to be certified on a copy of the WATER PLAN as a schematic map showing the "as- built" water system. 14. A survey is required prior to the filing of a final binding site plan. 15. The final binding site plan shall comply with Sections 8.030, 8.050 and 8.055 of the Binding Site Plan chapter of the Subdivision Ordinance. 16. No certificate of occupancy permit or use of the parcel or lease area(s) being created by the final binding site plan shall be issued or allowed until all necessary improvements and requirements as specified by this decision and this binding site plan chapter have been satisfied. 17. The Spokane County Planning Department shall prepare and record with the Spokane County Auditor a "Title Notice" noting that the property in question is subject to a variety of special conditions imposed as a result of approval of a land use action. This "Title Notice" shall serve as official public notice regarding conditions of approval affecting the property in question. The "Title Notice' shall be recorded within fifteen (15) days of final disposition of the approved land use action and shall only be extinguished by the Spokane County Planning Department. The "Title Notice" shall generally provide as follows: The parcel of property legally described as (legal description and tax parcel number) is the subject of a land use action, imposing a variety of special development conditions, by a Spokane County Hearing Body or Administrative Official on (date) and as maybe amended, altered or supplemented by official action or as already changed. File No. BSP -28- 90 is available for inspection and copying in the Spokane County Planning Department. 18. Any future development of the subject property shall comply with the applicable standards of the Restricted Industrial Zone, and all previous conditions of approval for ZE- 117 -83 shall remain in effect for use of the site. COUNTY ENGINEER'S CONDITIONS Prior to the filing of the final binding site plan the following must be accomplished The applicant shall comply with the conditions of approval for Spokane County Zone Change ZE- 117 -83. 2. Conditional approval of the binding site plan by the County Engineer is given, subject to dedication of right -of -way and approval of the road system Plans, profiles and cross- sections designed to county standards, showing proposed street centerline and curb grades, shall be submitted to the County Engineer for approval prior to construction and/or the filing of the final binding site plan. Road plans shall be prepared under the direction of a licensed Professional Civil Engineer. Plans for the proposed private road must also be submitted. 4. Drainage plans and design calculations showing the alignment of drainage facilities shall be submitted to the County Engineer for approval prior to construction and/or the filing of the final binding site plan. Drainage plans shall be prepared under the direction of a licensed Professional Civil Engineer. This provision also applies to the proposed private road. All construction within the existing or proposed public right -of -way is to be completed prior to filing the final Binding Site Plan, 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. Existing county roads providing direct access to the binding site plan shall be paved and curbed to Spokane County standards. The proposed private roads as shown on the preliminary binding site plan serving seven (7) lots with no extension possible is approved by the County Engineer. All vested owners shall sign and record private road documents as prescribed by the Spokane County Engineer. These documents shall be reviewed and approved by the Spokane County Engineer prior to recording with the Spokane County Auditor. Recording numbers shall be referenced in the language of the binding site plan. The following statement shall be placed in the dedication of the final binding site plan document: "WARNING: Spokane County has no responsibility to build, improve, maintain or otherwise service the private roads contained within or provide service to the property described in this binding site plan. By accepting this binding site plan or subsequently by allowing a building permit to be issued on property on a private road, Spokane County assumes no obligation for said private road, and the owners hereby acknowledge that the County has no obligation of any kind or nature whatsoever to establish, examine, survey, construct, alter, repair, improve, maintain or provide drainage or snow removal on a private road. This requirement is and shall run with the land and shall be binding upon the owner(s), their heirs, successors or assigns, including the obligation to participate in the maintenance of the private road as provided herein." 10. The proposed binding site plan shall be improved to the standards set forth in Spokane County Board of Commissioners Resolution No. 80 -1592, as amended, which establishes regulations for roads, approaches, drainage and fees in new construction. 11. The following statement shall be placed in the dedication of the final binding site plan: "The private road as shown hereon is an easement which provides a means of ingress and egress for those lots within the binding site plan having frontage thereon." 12. Applicant shall dedicate 15 feet on Johnson Road and Indiana Avenue for right -of -way. 13 The applicant shall dedicate a 20 -foot radius on Johnson Road and Indiana Avenue. 14. The applicant shall submit for approval by the Spokane County Engineer and the Spokane County Health District a detailed combined on -site sewage system plan and surface water disposal plan for the entire project, or portion thereof, if the development is to be phased. 15. The County Engineer has designated Typical Roadway Section Number One, Access Street Standard for the improvement of Indiana Avenue and Johnson Road, which is adjacent to the proposed development. This will require the addition of approximately 30 feet of asphalt along the frontage of the development. Curbing and sidewalk must also be constructed. 16. All required improvements shall conform to the current State of Washington Standard Specifications for Road and Bridge Construction and other applicable County standards and/or adopted resolutions pertaining to Road Standards and Stormwater Management in effect at the date of construction, unless otherwise approved by the County Engineer. 17. No construction work shall be performed within the existing or proposed public right -of- way until a permit has been issued by the County Engineer. All work within the public road right -of -way is subject to inspection and approval by the County Engineer. 18. All required construction within the existing or proposed public right -of -way is to be completed prior to the release of a building permit, or a bond in an amount estimated by the County Engineer to cover the cost of construction of improvements shall be filed with the County Engineer. Prior to the Release of Buildine Permits: 19. The applicant shall submit for approval by the Spokane County Engineer and the Spokane County Health District a detailed combined on -site sewage system plan and surface water disposal plan for the entire project, or portion thereof, if the development is to be phased. 20. A parking plan and traffic circulation plan shall be submitted and approved by the Spokane County Engineer. The design, location and arrangement of parking stalls shall be in accordance with standard traffic engineering practices. Paving or surfacing as approved by the County Engineer, will be required for any portion of the project which is to be occupied or traveled by vehicles. COUNTY HEALTH DISTRICT CONDITIONS 1. The final BSP shall be designed as indicated on the preliminary plat of record and/or any attached sheets as noted. 2. Appropriate utility easements shall be indicated on copies of the preliminary BSP of record for distribution by the Planning Department to the utility companies, Spokane County Engineer and the Spokane County Health District. Written approval of the easements by the utility companies must be received prior to the submittal of the final BSP. 3. Sewage disposal method shall be as authorized by the Director of Utilities, Spokane County. 4. Water service shall be coordinated through the Director of Utilities, Spokane County. 5. Water service shall be by an existing public water supply when approved by the Regional Engineer (Spokane), State Department of Social & Health Services. Prior to filing the final BSP, the sponsor shall present evidence that the BSP lies within the recorded service area of the water system proposed to serve the BSP. A plan for water facilities adequate for domestic use, domestic irrigation use and fire protection use shall be approved by the water purveyors. Said WATER PLAN must have been approved by the fire protection district and the appropriate health authorities. The health authorities, water supplier (purveyor) and the fire protection district will certify, prior to the filing of the final BSP, 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 filing the final BSP, on a copy of said WATER PLAN that appropriate contractual arrangements have been made with the BSP sponsor for construction of the water system in accordance with the approved plan and time schedule. The time schedule will provide, in any case, for completion of the water system and inspection by the appropriate health authorities prior to application for building permits within the BSP. The contractual arrangements will include a provision holding Spokane County /City of Spokane, Spokane County Health District and the purveyor harmless from claims by any lot/tract purchaser refused a building permit due to failure of the BSP sponsor to satisfactorily complete the approved water system. A public sewer system will be made available for the BSP, and individual service will be provided to each lot prior to sale. Use of individual on -site sewage disposal systems shall not be authorized. 10. A statement shall be placed in the dedication to the effect that: "A public sewer system will be made available for the Binding Site Plan and individual service will be provided to each lot prior to sale. Use of individual on -site sewage system shall not be authorized." 11. The dedicatory language on the Binding Site Plan shall state: "Use of private wells and water systems is prohibited." 12. The BSP 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 Binding Site Plan, and the subdivider will provide for individual domestic water service, as well as fire protection, to each lot prior to sale of each lot." COUNTY UTILITIES DEPARTMENT Sewer plans, specifications and profiles along with construction security need to be submitted. COUNTY BUILDING AND SAFETY DEPARTMENT The applicant shall contact the Department of Building and Safety at the earliest possible stage of design/development in order to be informed of Code requirements administered/enforced by the department, e.g., State Building Code Act regulations such as requirements for fire hydrant/flow, fire apparatus access roads, street address assignment, barrier -free regulations, energy code regulations, and general coordination with other aspects of project implementation. 2. Requirements of Fire District No. 1 need to be satisfied during the building permit process. SPOKANE COUNTY FIRE PROTECTION DISTRICT NO. 1 The radius on Skipworth Court is required to be a minimum of 50 feet. Fire hydrant spacing, locations and the amount of water needed for fire protection will be determined at the time permits are issued for building construction. The proposed 8 -inch water main in Skipworth Court should be engineered with an anticipation of a fire flow of 4000 G.P.M. Approved on Lay of May, 1990. MWE W1 NOTICE: Any party of record (defined) or the applicant may appeal this decision within ten (10) calendar days of the signing of this decision by submitting a written appeal, in the prescribed format, to the Spokane County Board of County Commissioners, W. 1116 Broadway Avenue, Spokane, WA 99260 [(509) 456- 2265]. kc c: County Engineer County Utilities Department County Health District County Building & Safety Department Fire Protection District No.I Richard Jarvis, E. 3830 Boone, P.O. Box 11006, Spokane, WA. 99211 Taylor Engineering Inc., W. 106 Mission Ave., Suite 206, Spokane, WA. 99201 File REV 3/90 FACSIMILE TRANSMISSION SPOKANE COUNTY DEPARTMENT OF PUBLIC WORKS OFFICE OF THE COUNTY ENGINEER N. 811 JEFFERSON ST. SPOKANE, WA 99260 -0180 FAX (509) 456 -4715 TEL (509) 456 -3600 DATE: TIME: TO: 3sP --zg -90 6 T- e'lems,,) / sP jai -�o yu �w,i �c �✓s DEPARTMENT /� /� ✓�i� ti 9 FAX TELEPHONE: VOICE TELEPHONE: zzo5' FROM DEPARTMENT COMMENTS PAGE OF 9 \ Office of the County Engineer Spokane Ccuoty, Washingtcn Too Spokane Couni� S:buivision Administrator From: Gpolane County aoginee, Date: 3-27-9C� ' Subj: Proposed Rinding lite plan Number 28-00 The following Conditioqs of Approval are sebnitted for inclusion in the FinNLrgs of Fact and Decision for the shave referenced Land development proposal. Plcase contact us if you have any questions or comments, The County Engineer has revieus& �he 7ropo7a1 and approves of the action subject to the to! Lowing Conditions of approval: That prior to the filing of the Binding Site plan the following must be accomplished: E70 The applicant shall comply with the Conditions cf Approval for Spokane County Zone Change E71 That conditional approval of the Binding Site Plan by the County Engineer is given subject to dedication of Right-of-Way and approval of the proposed road system. E72 That plans, profiles and cross sections as designed to County standards showing proposed streot centerline and curb grades be submitted to the County Engineer for approval prior to construction and/or the filing of a the Minding Site Plan; road plans to be prepared Ander the direction of a licensed Professional Civil Engineer. Plans for the proposed private road must also be submitted., E73 That drainage plans and design caic//lations showing the alignment of drainage facilities Ke submitked to the County Engir'ee' for approval prior to construction and/cr the filing of the final Binding Site pink. Crainage plans 4� br propared unde Me direction of a licensed Frofassnonal Civil Enginssr, This provision also applies to Me ;r:posen private rcad. E75 All construction within the exisOng or prc,secl Public Right of Way is to be cnmpleted prior Q filing the final Binding Site Plan or a bond in the amount estimated by the County Engineer 00 cover the cost of construction of improve,rents, construction certification "As Built" plans and monumerting the street centerl;nes shall be filed with the County Engineer� E79 Existing County roads providing direct access to tMe Binding Site Plan shall Up paved and curbed t: Spokane County standards. E83 The proposed private road(s) as shown on toe preliminary Binding Site Pion with no extension possible is approved by the County Engineer. E96 All vested owners shall sign and record private road documents as prescribed by the Spokane County Engineer. These documents shall be reviewed and approved,by thy Spokane County Engineer prio; to recording with.th2 SPokqn=. County �Auditor Recording numbers shall be' r5ferenced in the hanguage of the Binding Site Plan. E97 That the following statement be placed in the indication of the final Binding Site Plan dccumenQ WARNING: Spokane County has no responsMiTity to build, improve, maintain cr other wisp service t4c private roads contained within or providing service to the' t ��o�er described i y n thi Bi di Sit �l s Binding e an. By accepting this Binding Site Plan or subsequently by allowing a building permi� to te issued on property on a private road, Spokane County assumes no obligation for said private road and the owners hereby acknoVedge that tne Cocnhy has an o5ligeticr of any kind or nature whetsoever to establish, examine, survej, construct, alter, repair, improvo, Maintain, provide drainaye 0- sncx rOMoVal cn a private reM. This require.`eot s run wit� t|/e land and shall he binnrp upon Phe owner, their �eirs, successc's or assigns incl��ir� the ob�iga�icn to participate in the meintenance of the private road as provided herein. ECG The proposed BindinQ Site Plan shall be improved W: the stantalds set Torth in Spokane County 8card Of Commissioners Resal:tion No. 30-1592, as amended, which estabiishes regulations for roads, approaches, drainage and fees 1n new construct��n E89 That the following statement must be placed in the dedication of the final Binding Site Plan: "The private road as shown hereon is an easeme&' which provides a means of ingress and egress fcr those lots within the plat having frontal- therewr." E36 Applicant shall dedicate |5_ feet on _22019M_220d for right of way. E33 Applica:t shall dedicate a 20 foot radixs on 20k2fn Road_and_lncisna_Avenun. E44 The applicant shall submit for approval by the Spokane County Engineer and the Spokane County Health District a detailed combined on-site sewage hystam plan and surface water disposa? plan for the enfjre project or portion thereof if the developm�nC is phased. E5O The County Engineer has designated Typical Roadway Section Number n��A��_St��_St�� for tho improvement of I��i��_A��_��6_J�k��_R�� which is adjacent to the proposed developmeni. This will requirc the addition of approximately _30 ft, of asphalt along the frontage of the development. Curbing and sidewalk must also be cens�ructe�, E31 All required imp,ovements shall conform to the current State of Woshington Standard 3pecifications fcr RoaZ and BriA;e censtrocticr art othe' appliraMe county slandards and/cr adopted resoluiicns pertaining pertaiwng to Road Standards and Stormwster 05nayement in effecn at the datw of ccnstr�ciinn, Bngir'esr. onless otherwise by , �he Kourty SSF 2G-�� E52 Nc conNrectio" 001 k is to be perfQrmud within the existiny or proposed ri,ht of way until a p6rmit has been issued by the County Engineer. All work within the public road right of way is subject to inspection and approval by the County Engineer. � E59 All required construction within the existing or proposed public right of way is to be completed prior to the release of a building permit or a bond in an amount estimated by the Cuenty Engineer to Kover the cost of construction or improvements shall be filed with the County Engineer. Prior to the release of building permits:. Page 4 E44 The applicant shall submit for apprAval by Ake 5potane Ooenty E:gineer and the Spokane County Heawh District a detailed combined on-site sewage system plan and surface water disposal plan for the entire project or portion thereof if the deve]opment is phased..- E45 A parking plan and traffic circulation plan shall be submitted and approved by the Spokane County Engineer. The design, location and arrangement of parking stalls shall be in accordance with standard engineering practices. Paving or surfacing at approved by the County Engineer will be required for any portion of the Project which is to be ,occupied o� traveled by vehicles ^ ' \ Office o the County Engineer Spokane Ccenty Washingtcn Too Spokane County Subdivision Administrator From: Spokane CoInty ingineer Jatet 3-27-30 Subj: Proposed 8inding Site plan Number 28�90 The following Conditions of Approval are submitted {Qr inclusion in the Findings of Fact and Decision for the above referenced Land development proposal. Please contact us if you have any questions or comments. The County Engineer has rewieweo the proposal'and approves of the action suhjecl; to the following Conditions off approval: That prior to the filing of the Binding Site plan the following must be accomplished: E70 The applicant shall comply with the Conditions of Approval for Spokane Coonty Zone Charge ZE_I!7z93__ E71 That conditional approval of the Binding Plan by the County Engineer is given subject lb dedication of Right-of and approval of the proposed road system. E72 That Plans, profiles and cross sections as designed to CrunLy standards showing proposed street centerline and curb grades be submitted to the Counhy Engineer for approval prior to construction and/o' the filing of a �te Rinding 3ite Plan; road plans to be prepared ender the direction of a licensed Professional Civil Engineer. Plans for the d ivate road must also be submitte� proposed �r . E73 That drainage plans and clusign calc//lations showing the alignment of drainage Tacilities 4 e suMitPW to the County Engineer for approval prior to construction ant/or ONE filing of the finaL Binding ` ESP O8-S0 \ page 2 Site Plan. Drainage under the plans prepared direction licensed Professional Civil Engineer.. of a This provision also applies to the Proposed Private road. E75 All construction within the existing or proposed Public Right of Way is to he completed Prior to filing the final Binding Site Plan or a hand in the amount estimated by the County Engineer to cover the cost of construction of imprcve'rsnts, constKection certification, "As Built" plans and mnnomenting the strect centerljnos shall be filed with the County Engineer. E79 Existing County roads Providing direct access to UM-- Binding Site Plan sha!] be paved and curbed to Spokane County standards. E83 The proposed private road(s) us shown on the preliminary Binding Site Pion serving_ seven __1pts with no extension possible is approved by the County Engineer. ESE All vested owners shall sign and record private road documents as prescribed by the Spokane County Engineer. These documents shall be reviewed and approved by the Spokane County Engineer prior to recording with the Spokane County Auditor. Recording numbers shall be`referznced in the language of the Binding Site Plan. E37 That the following statement be placed in the dedication of the final Binding Site Plan document: WARNING; Spokane County has no responsibility to build, improve, maintain cr other :isr service the private roads contained within or providing service to the property descrihed in this Binding Mile Plan., By accepting this Binding Site Plan or subsequently by allowing a building permit to he issued on property on a private road, Spokane Count; assumes nc. obligation for said Privaie road and the cwners hereby acknowledge tha� tKe County has no Wligaticr of any kind or nature whaLscever to establish, examine, survey, corstroct, alter, repair, improve, maintain, provine drainage cr srew rar'ovRi on e private read. This requiremsM sha]' run the land and shall be hindirg upon Phe owner, their B3P 2B-40 \ Keirs, scccels rs or assigns including the Migation to particjpa"e in the maintenance of the Private rcud as provided herein,, EBB The PropOsed Dinding Site Plan shall be improved to L�e sba'/darqs set forth in Spokane County Bcard nf Commissiooers Reso1uticn No. 90-1592, as amended, which regulations for roads, approackps, drainage 70a fees in new construction. E99 That the following statement must be placed in the dedication of the final Binding Site Plan: "The private reed as shown hereon is an eastameM which provides a means of ingress and egress for Phone lots within the plat having frontage thereon." ESE App3icant shall dedicate Q_ feat on for right of way. ESE Applicant shall Wedicate a 20 foot radius an 22kngyr) E44 The applicant shall submit for approval by the Spokane County Engineer and the Spokane County Health District a detailed. combined on-site sewage system plan and surface water disposel'plan for Ohl entire project or porbicn thereof if the Ueyelupm'ent is � E5O The County Engineer has designated Typical Roadway Section NOmbar O��-A��_St��t_St��d for the improvement of I��di��_A��_��_J�h��_R��d which is adjacent to the proposed development. This will require the addition of approximately _30 ft. of asphalt along Ohe frontage of the development. Curbing and sidewalk must also be constructed, E51 All required improvements shall conform to the current State of Washington Standard Specifications to, Road a00 5ridue construction and othe' applicable county standarrs and/or adopted rescleticns pertaining pertaining to Road Standards and Stcrmwater Panagewent in effect at the date of ccns�ruc�ior, u&ess otherwise apprc,sY by the Courty Engineer. , / .^ ~ RAP 2W A.) \` page 4 E5G No consOucticn work is to be performzd within the axisting or proposed right of way until a permit has been issued by the County Engineer, All work within the public roaC right of way is subject to inspection and approval 6y the County Engineer. E53 All requiraj construction within the existing or proposed public right of way is to be completed pricr to the release of a permit or a bond in an amount estimated by the County Engineer to Lover the cost of ccnstrncticn or improvements shall be filed with the County Engioeer, Prior to the release of building permits: E44 The a?ylicant shall submit for apprnvaI by the - Spokane Connty E:gmeer and the Spokane County Health District a detailed combined on-mite sewago: system plan and surfacz water dispnsal plan for the entire project or portion thereof if the development is phased. - E45 A parking plan and traffic circulation plan shell t submitted and approved by the Spokane County Engineer. The design, location and arrangement of parking stalls shall be in accordance with standard engineering practices. Paving or surfacing as� approved by the County Engineer will be required for any portion of the project which is to, be occupied or traveled b' vehicles PLANNING DEPARTMENT BROADWAY CENTRE BUILDING N. 721 JEFFERSON STREET PHONE 656 -2205 SPOKANE. WASHINGTON 99260 MEMORANDUM TO: Spokane County County Engineer Spokane County Utilities Spokane County Health District Spokane County Department of Building & Safety Fire Protection District #1 Irvin Water District FRO omas G. Mosher, AICP, Senior Planner DATE: h 20,1990 SUBJECT: Preliminary Binding Site Plan BSP -28 -90 Attached is a copy of the application and proposed preliminary Binding Site Plan map submitted by Richard Jarvis for the subdivision of 7.2 acres into 6 lots for Restricted Industrial uses. Please review this proposal and return your comments and recommendations by April 4, 1990. If you have any questions regarding this file, you may contact John Pederson at 456 -2205. Please direct any written response to John Pederson. Thank you for your prompt attention. kc Enclosures c: Richard Jarvis, E. 3830 Boone, P.O. Box 11006, Spokane, WA. 99211 S VOn�NC COUnTr <OUwi nOVS[ Number S P O K A N E C O U N T Y E N G I N E E R —P R E L I M I N A R Y C O N S U L T A T I O N -- P A. Project Name: 1 ) PROPOSAL Number of Parcels: Section Q� T.N., R.E.W.M.; Quarter 1 2 3.4 DEVELOPER Name: —+-- or Address: AGENT Phone: Business Home Name: TA.�Lj,S OWNER Address: Phone: Business Home + Name: 1 {i. \1,f)ta— R.K2) C • &Iet -0A. sat 11- OY) ENGINEER Address: Phone: Business_ $ - 337 Home,` B. PRELIMINARY CONSULTATION: Date: / I / / BY �•�1 L Preliminary a) Conditions b) :20 Q, d,a�lvr_47ovy) f) SDI �S� g ) Right- of -Wa} Curb Sidewalk Pave Approaches Dlainage State /City IJ It 44tK MI: This proposal must comply with Spokane County Regulations for Roads, Ap- proach and Drainage in New Constr uction; Board of County Commissioners Resolution No. 80 -1592 as amended. Conditions.are preliminary and may change after field in- spection and review of County records. C. INSPECTION Date: / / By: Remarks: D. SPECIFIC CONDITIONS: 7, c- 14Adi ,� JrH�rtiem , Fee Paid: Yes No Amount $ Cash Chec a S� Planning Application Signed: Date 3 / 9 1 O By. h'L E. FINAL PLAT CHECKS Fee Paid: Date Amount Mathematical & Surveying Checks: No. 1 Date No. 2 Date No. 3 Date Check Cash Additional mathematical and Surveying Checks: No. 4 Date By Fee Amt. &Dt.Pd._ No. 5 Date By Fee Amt. &Dt.Pd._ No. 6 Date By Fee Amt. &DC.Pd._ No. 7 Date_ _ By Fee Amt. &Dt.Pd._ sr. 1/81 .. M JAY INVESTMENT COMPANY 3830 EAST BOONE AVENUE (509) 535 -1778 2509 P. O. BOX 11006 SPOKANE, WASHINGTON 99211 57 19- 2/1250 19 9G T to the der of r, < C/ Dollars (*SEARRSrawx SPO4ne 6 ERIR.. 81.0 �" P.0. Bm 148 , 5 WFSM MN BBY10 /�/ 11 ■0000 2509n' —1:; 250000 241: 13813 100u' N Z C h ; Date 3- �' Received F,r'o m �b :� 19 No. �- �'•- 0. 0 C Address e For mL t M Dollars ACCOUNT— HOW PAID T - j AMT. Of ACCOUNT CASH F v AMT. PAID CHECK BAIANCE J `.CVt� `r S r 'w V S0;'dG iC;�1 C� C�nA 9oZ DUE ORDER ORDER y ZONE RECLASSIFICATION NO.: ZE- 117 -83 SPOKANE COUNTY HEARING EXAMINER COMMITTEE FINDINGS AND ORDER A. INTRODUCTION This matter having come before the Zoning Hearing Examiner Committee on March 1, 1984, and the members of the Committee present being Jerry Williams, Chairman, Kathleen M. Carstens, and Richard L. Skalstad. B. PROPOSAL The sponsor, Jay Investments, is requesting approval of a zone reclassification, File No. ZE- 117 -83, Agricultural to Restricted Industrial, for the purpose of speculation - no site plan. C. FINDINGS OF FACT That the existing land use in the area is industrial, residential, railroad tracks, and vacant. 2. That the Comprehensive Plan designates this area as appropriate for Industrial development. 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, and the Committee concurs with the Declaration of Non - Significance. 5. That the proper legal requirements for advertisement of the Agenda Item have been fulfilled. 6. That the land in this area is suitable for the proposed use, or uses within the proposed Zone Classification. ZONE RECLASSIFICATION NO.: ZE- 117 -83 C. FINDINGS OF FACT (continued) 7. That the applicant has demonstrated that conditions have substantially changed since the original zoning of this area and accordingly, the proposed rezone is justified. 8. That the proposed use is compatible with existing uses in the area. 9. That the owners of adjacent lands expressed neither approval nor disapproval of the proposed use. 10. The Hearing Examiner Committee finds the proposed use to be in harmony with the general purpose and will not be otherwise detrimental to the public health, safety, and welfare. D. CONDITIONS OR CONTINGENCIES APPLIED TO THIS APPROVAL Conditions imposed y t e oning earing xaminer Committee shall be binding on the "Applicant ". which term shall include the owner or owners of the property, heirs, assigns, and successors.) a) COUNTY PLANNING DEPARTMENT Approval by the Zoning Administrator of a specific lighting and signing plan for the described property prior to the release of any building permits. 2. A specific landscape plan, planting schedule and provisions for maintenance acceptable to the Spokane County Zoning Administrator shall be submitted with a performance bond for the project prior to release of building permits. Minimal landscaping along Indiana Avenue shall be required as long as residential uses south of site continue to exist. Any landscape treatment is encouraged to be incorporated into '208' drainage requirements along Indiana Avenue where possible. 3. The specific development plan will be submitted for Planning Department review and approval prior to issuance of building permits. 2 ZONE RECLASSIFICATION NO.: ZE- 117 -83 a) COUNTY PLANNING DEPARTMENT (continued) 4. All current standards of the Restricted Industrial Zone with ASA Overlay Zone, as amended, shall be complied with in the development of this site. 5. Applicant shall comply with '208' recommendations concerning stormwater runoff and provide necessary landscaping for runoff. 6. The applicant shall comply with RCW 58 -17 and the Spokane County Platting Ordinances prior to issuance of building permits. 7. That the provisions of SEPA's NOTICE OF ACTION pursuant to Chapter 43.21C.080 RCW and the Board of Spokane County Commissioners Resolution #77 -1392 be initiated by the project applicant within thirty (30) days of final disposition of this application, and prior to any on -site improvements, or file appropriate documents to the effect that the NOTICE OF ACTION is waived in accordance with Spokane County Commissioners' Resolution #82 -0458 dated May 4, 1982. 8. Pursuant to the provisions of Chapter 43.21C RCW, the SEPA Guidelines (WAC 197 -10) and the Spokane County Environmental Ordinance (SCEO), a proposed declaration of non - significance has been issued at least fifteen (15) days prior to this date; the official file, written comments and /or public testimony contain information regarding assessment of the proposal's adverse impacts to the physical environment; a finding is hereby made that no potentially significant adverse impacts upon the physical environ ment are anticipated as a result of the project; and a final declaration of non - significance is hereby to be issued. b) COUNTY ENGINEERING DEPARTMENT Prior To The Issuance Of A Building Permit I. Applicant shall dedicate 15 feet on Johnson Road for right -of -way prior to any use of the property. 2. Applicant shall dedicate 10 feet on Indiana Avenue for right -of -way prior to any use of the property. 3 ZONE RECLASSIFICATION NO.: ZE- 117 -83 b) COUNTY ENGINEERING DEPARTMENT (continued) 3. Applicant shall dedicate a 20 foot radius on Johnson Road and Indiana Avenue prior to any use of the property. 4. Access permits for approaches to the County Road System shall be obtained from the Spokane County Engineer. 5. Applicant shall improve Indiana Avenue in a manner consistent with Spokane County TYPICAL roadway section No. 1 minimum paving width Access Standard. 6. Applicant shall improve Johnson Road in a manner consistent with Spokane County TYPICAL roadway section No. 1 minimum paving width Access Standard. 7. Other specific improvements: Applicant shall dedicate a cul de sac acceptable to the County Engineer and improve the cul de sac to Spokane County Standards on Johnson Road. 8. Applicant shall submit for approval by the Spokane County Engineer road, drainage, and access plans prior to the issuance of a building permit on the property. 9. The applicant shall submit for approval by the Spokane County Engineer and the Spokane County Health District a detailed combined on -site sewage system plan and surface water disposal plan for the entire project prior to the issuance of any building permit on the property. 9. The applicant shall submit for approval by the Spokane County Engineer and the Spokane County Health District a detailed combined on -site sewage system plan and surface water disposal plan for the entire project prior to the issuance of any building permit on the property. 10. A parking plan and traffic circulation plan shall be submitted and approved by the Spokane County Engineer prior to the issuance of a building permit on the property. The design, location, and arrangement of parking stalls shall be in accordance with standard traffic engineering practices. Paving or surfacing as approved by the County Engineer, will be required for any portion of the project which is to be occupied or traveled by vehicles. 4 ZONE RECLASSIFICATION NO.: ZE- 117 -83 b) COUNTY ENGINEERING DEPARTMENT (continued) 11. The word "applicant" shall include the owner or owners of the property, his heirs, assigns, and successors. 12. All required improvements shall conform to the current State of Washington Standard Specifications for Road and Bridge Construction, and other applicable County standards and /or adopted resolutions pertaining to Road Standards and Stormwater Management in effect at the date of construction, unless otherwise approved by the County Engineer. 13. Roadway standards, typical roadway sections and drainage plan requirements are found in Spokane Board of County Commissioners' Resolution No. 80 -1592 as amended. 14. That the right of way dedication and associated roadway improvements specified for Johnson Road will not be required, if Johnson Road is vacated by the Board of County Commissioners. C) COUNTY UTILITIES DEPARTMENT The owner(s) or Successor(s) in interest agree to authorize the County to place their name(s) on a petition for the formation of a ULID by petition method pursuant to RCW 36.94 which the petition includes the Owner(s) property and further not to object by the signing of a protest petition against the formation of a ULID by resolution method pursuant to RCW Chapter 36.94 which includes the Owner(s) property. PROVIDED, this condition shall not prohibit the Owner(s) or Successor(s) from objection to any assessment(s) on the property as a result of improvements called for in conjunction with the formation of a ULID by either petition or resolution method under RCW Chapter 36.94. Any water service for this project shall be provided in accordance with the Coordinated Water System Plan for Spokane County, as amended. ZONE RECLASSIFICATION NO.: ZE- 117 -83 C) COUNTY UTILITIES DEPARTMENT (continued) 3. Each unit shall be double - plumbed for connection to future areawide collection systems. 4. Recommend that this action be conditioned with the performance criteria of Section 4.16A.050 of the ASA Overlay Zone ordinance; ie., Standards for Business, Commercial and Industrial Uses within the Aquifer Sensitive Area. d) COUNTY HEALTH DISTRICT 1. A combined surface water and sewage disposal detailed plan shall be approved by the County Engineer and the Health District prior to the issuance of any building permit for this project. 2. Sewage disposal method shall be as authorized by the Director of Utilities, Spokane County. 3. Subject to specific application approval and issuance of permits by the Health Officer, the use of an individual on -site sewage system may be authorized. 4. Water service must be coordinated through the Director of Utilities, Spokane County. 5. Water service shall be by an existing public water supply when approved by the Regional Engineer (Spokane), State Department of Social and Health Services. 6. Use of private wells and water systems is prohibited. 7. Disposal of sewage effluent beneath paved surfaces is currently prohibited. e) COUNTY BUILDING AND SAFETY DEPARTMENT 1. The site is located in Fire District # 1. 2. Mains and hydrants to be installed, in accordance with the Spokane County Department of Building and Safety. E . ZONE RECLASSIFICATION NO.: ZE- 117 -83 f) WATER PURVEYOR 9) 1. The designated Water Purveyor is Irvin Water District, and they indicate that plans are currently in progress to supply the site with adequate water for domestic, fire and irrigation uses. COUNTY AIR POLLUTION CONTROL AUTHORITY 1. All parking areas and site access roads must be paved prior to occupancy. 2. Also, that any industrial activity which may cause emissions to the ambient air will require approval from the Spokane County Air Pollution Control Authority. E. ORDER The Hearing Examiner Committee, pursuant to the aforementioned, finds that the application of Jay Investments, for a zone reclassification as described in the application should be APPROVED to the RESTRICTED INDUSTRIAL ZONE. Motion by: Skalstad Seconded by: Carstens Vote: Skalstad - Aye Carstens - Aye Williams - Aye Unanimous to Approve to the RESTRICTED INDUSTRIAL ZONE - ( 3 - 0 ) 7 E. ORDER (continued) ATTEST: For WALLIS D. HUBBARD Planni g Director Zoning Administrator Date: IARCy �8 ZONE RECLASSIFICATION NO.: ZE- 117 -83 HEREBY ATTEST FINDINGS__ -ORDI HEARING EXAMINER COMMITTEE SPOKANE COUNTY BINDING SITE PLAN N0. 28-90 IN THE S.E. I/4 OF SECTION 9, T.25N., R.44 E.,W.M. SPOKANE COUNTY, WASHINGTON JUNE 1990 i 1' ,r ED co N F , - 5 �J �J I I� r� I " '--- 8 I 7v 'Isr 1 i5. oo yp27-141' 15,90 -5 Al 73-acf /08 l°D.B Iit/D /A�t/fI A YE N6/E COUNTY UTILITIES DEPARTMENT EXAMINED AND APPROVED THIS DAY OF ' 19 �� ,� �iL�L /E DESCRIBED �; r �� i,� J� / �� / CONTAINED WITH► OR PROVIDE SERVICE TO THE PROPERTY j DESCRIBED IN THIS BINDING SITE PLAN. BY ACCEPTING THIS BINDING SITE PLAN OR SUBSEQUENTLY BY ALLOWING A BUILDING PERMIT TO BE ISSUED ON PROPERTY ON A PRIVATE ROAD, SPOKANE COUNTY ASSUME:` NO OBLI€�ATION FOR SAID - PRIVATE ROAD, AND THE OWNERS /UoTE. HEREBY ACKNOWLEDGE THAT THE COUNTY HAS NO OBLIGATION OF i = Four�o' % "rebo. w /coo L. S 996 7 c:hQr /�°S E 5 ��50� ANY RIND OR NATURE WHATSOEVER TO ESTABLISH, EXAMINE, SURVEY, I CONSTRUCT, ALTER, REPAIR, IMPROVE, MAINTAIN OR PROVIDE o =` s < s 1377 DRAINAGE OR SNOW REMOVAL ON A PRIVATE ROAD. THIS REQUIREMENT IS AND SHALL RUN WITH THE LAND AND SHALL BE �osis o� ��ii:�y = Sm�sor A'O. S B� 80. I�G�' �aJ �"� BINDING UPON THE OWNER(S) THEIR HEIRS SUCCESSORS OR ASSIGNS S.89 ° 39'�5'w i5. as ' h N SURVEYOR'S CERTIFICATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT. DIREC'T'OR, SPOKANE COUN'T'Y UTILITIES COUNTY ENGINEER EXAMINED AND APPROVED THIS DAY OF , 19 SPOKANE COUNTY ENGINEER COUNTY PLANNING DEPARTMENT EXAMINED AND APPROVED THIS DAY OF , 19 DIRECTOR, SPOKANE COUNTY PLANNING DEPT. COUNTY HEALTH DISTRICT EXAMINED AND APPROVED THIS DAY OF , 19 SPOKANE COUNTY HEALTH OFFICER COUNTY ASSESSOR, EXAMINED AND APPROVED THIS DAY OF _,I9 SPOKANE COUNTY ASSESSOR BY DEPU'T'Y LAWRENCE L. LEINWEBER L.S. 13775 COUNTY COMMISSIONERS THIS BINDING SITE PLAN WAS APPROVED AND ACCEPTED BY THE COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON, ON THIS DAY OF .19 CHAIRMAN, SPOKANE COUNTY COMMISSIONERS I DO HEREBY CERTIFY THAT ALL TAXES WHICH HAVE BEEN LEVIED AND BECOME CHARGEABLE AGAI THE LAND SHOWN WITHIN THIS MAP HAVE BEEN FULLY PAID THIS DAY OF , 19 SPOKANE COUNTY TREASURER BY DEPUTY INCLUDING THE OBLIGATION OF PARTICIPATE IN THE MAINTENANCE I OF THE PRIVATE ROAD AS PROVIDED HEREIN. J THE PRIVATE ROAD AS SHOWN HEREON IS AN EASEMENT WHICH PROVIDES A MEANS OF INGRESS AND EGRESS FOR THOSE LOTS WITHIN THE BINDING SITE PLAN HAVING FRONTAGE THEREON. 6. A PUBLIC SEWER - SYSTEM WILL-BE-MADE AVAILABLE FOR- T-HE-131`9_ ING SITE PLAN AND INDIVIDUAL SERVICE WILL BE PROVIDED TO EACH LOT P TO O SALE. USE OF INDIVIDUAL ON -SITE SEWAGE SYSTEM SHALL NOT BE AUTHORIZED. 7. USE OF PRIVATE WELLS AND WATER SYSTEMS IS PROHIBITED. � 1y9 d Q THE PRIVATE ROADS AND DRAINAGE EASEMENTS ARE SUBJECT TO THE SEPARATE DEC'.LARATION OF COVENANT AS RECORDED UNDER AUDITOR'S DOCUMENT NO. WHICH BY REFERENCE IS MADE A PART HEREOF. STATE OF WASHINGTON) THIS IS TO CERTIFY THAT ON THE ) SS DAY OF , 19 , BEFORE STATE OF WASHINGTON) THIS IS TO CERTIFY THAT ON THE - --- COUNTY ) ME, THE UNDERSIGNED A- NOTA PUBLIC, ) SS DAY OF ' 19 , BEFORE (� ERSO AEL APREARED D COUNTY OF SPOKANE ) ME, THE UNDERSIGNED A NOTARY PUBLIC, PERSONALLY APPEARED A HUSBAND AND WIFE, TO ME KNOWN TO B THE INDIV:L'JALS DESCRIBED IN TO ME KNGWN TO BE THE AND EXECUTED THE, WITHIN AND FOREGOING INSTR - ENT, A _ OF THE JARVIS PROPERTIES, A WASHINGTON ACKNOWLEDGED TO ME THAT THEY SIGNED THE S AME AS THERE FREE AND PARTNERSHIP WHO EXECUTED TIDE WITHIN AND FOREGOING INSTRUMENT, VOLUNTARY ACT AND DEED, FOR THE USES AND PURPOSES THEREIN AND ACKNOWLEDGED THE SAID INSTRUMENT TO BE THE FREE AND MENTIONED. VOLUNTARY ACT AND DEED OF SAID PAR'T'NE HIP FOR TITS USES AND DATE DATE WITNESS MY HAND AND OFFICIAL SEAL HERETO AFFIXED THE DAY AND YEAR ABOVE WRITTEN. NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, RESIDING IN SPOKANE. REVISIONS Yh PURPOSES THEREIN MENTIONED AND ON OA STATED THAT HE WAS AUTHORIZED TO EXECUTE THE SAID INSTRUMENT OY BEHALF F OF SAID PARTNERSHIP. JARVIS PROPERTIES DATE NkTITNESS MY HAND AND Off MIAL SEAL HERETO AFFIXED THE DAY AND YEAR ABOVE WRITTEN. DWN.: < < DATE' 6 �s 90 APR: f3 S Q . P I . ,28 90 tKb DATE. APP.. 906. 6� - it/88 ° ¢.2'�7'%U -5"6 ° 39 4 " "K! LEGAL DESCRIPTION ALL THAT CERTPJN REAL PROPERTY BEING A PORTION OF PINECROFT FIRST ADDITION, ACCORDING TO PLAT RECORDED IN VOLUME "M" OF PLATS, PAGE 35, IN THE S.E. 1/4 OF SECTION 9, T.25N., R.44E., W.M., SPOKANE COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF TRACT 10r OF SAID PLAT OF PINECROFT FIRST `ADDITIONA THEl..TCE - ' ORTIT - n -, ao °FE -:"T; `FTC NCE - - - - -__ S.89 °39'45 "W., 15.00 FEET ,F TO THE CENTERLINE OF JOHNSON ROAD; THENCE NORTH -°AALONG SAID CENTERLINE, 520.79 FEET TO THE SOUTH =RIGHT OF WAY LI,N] �-,OE,.,,..._T.HE. �URLIN.GTOL�,._,�10RTHERN RAILROAD; h THENCE S.80 °12'0 "E., ALONG SAID RIGHT OF WAY ITN , 906.62 FEET, TO THE CENTERLINE OF VACATED BOWDISH STREET " THENCE SOUTH, ALONG SAID CENTERLINE, 176.24 FEET; THENCE :89°3945 "W. 150.09 FEET; THENCE N.88 0 42'17 "W., 64.92 FEET; THENCE S.89 0 16' 231.73 N FEET, TO THE CENTERLINE OF VACATED WOODWARD STREE THENCE SOUTH, ALONG SAID CENTERLINE, 190.30 FEET; THENCE 5.8%l 45 'W., 15.00 FEET;; THENCE SOUTH, 10.00 FEET, TO THE SOUTH T RNER OF TRACT 108 OF SAID PLAT OF PINECROFT FIRST ADDITION S.89 "39'45'tiV., ALONG THE SOUTH LINE OF SAID TRACT 108 416.70 FE R TO THE POINT OF BEGINNING.' AREA = 7.286 ACS. CONDITIONS AN ADDITIONAL 15.00 FEET OF RIGHT OF' WAY ALONG INDIANA AVENUE AS SHOWN HEREON IS HEREBY DEDICATED TO SPOKANE COUNTY FOR PUBLIC ROAD PURPOSES. i i\ 1. NO LOT' SHALL BE FURTHER SUBDIVIDED FOR THE PURPOSE OF CREATING ADDITIONAL LOTS, OWNERSHIPS OR LEASED PARCELS WITHOUT FIRST FILING A REPLAT OR ALTERING THE FINAL BINDING SITE PLAN. 2. ` SIDE YARD AND REAR YARD SETBACKS SHALL BE DETERMINED AT THE TIME BUILDING PERMITS ARE REQUESTED, EXCEPT THAT SOME 0 5o ioo JUDGMENTS MAY BE MADE ON THIS FINAL PLAT DOCUMENT AS TO „ SIDE OR REAR YARD STATUS. THE SETBACKS INDICATED ON THIS SUBDIVISION MAY BE VARIED FROM IF PROPER ZONING OR VARIANCE APPROVALS ARE OBTAINED. 3. THE PUBLIC WATER SYSTEM, PURSUANT THE WATER PLAN APPROVED BY COUNTY AND STATE HEALTH AUTHORITIES, THE LOCAL FIRE DISTRICT, COUNTY BUILDING & SAFETY DEPARTMENT, AND WATER PURVEYOR, WILL BE INSTALLED WITHIN THIS BINDING SITE PLAN, AND THE SUBDIVIDER /SPONSOR WILL PROVIDE FOR INDIVIDUAL DOMESTIC WATER SERVICE AS WELL AS FIRE PROTECTION TO EACH LOT PRIOR TO SALE OF EACH LOT AND PRIOR TO ISSUANCE OF A UILDII G PERMIT FOR EACH LOT. f _ 4. WARNING: SPOKANE COUNTY HAS NO ESPONSIBILITY TO ILD, BU IMPROVE, MAINTAIN OR OTHERWISE SERVICE THE PRIVATE ROADS LEGAL DESCRIPTION ALL THAT CERTPJN REAL PROPERTY BEING A PORTION OF PINECROFT FIRST ADDITION, ACCORDING TO PLAT RECORDED IN VOLUME "M" OF PLATS, PAGE 35, IN THE S.E. 1/4 OF SECTION 9, T.25N., R.44E., W.M., SPOKANE COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF TRACT 10r OF SAID PLAT OF PINECROFT FIRST `ADDITIONA THEl..TCE - ' ORTIT - n -, ao °FE -:"T; `FTC NCE - - - - -__ S.89 °39'45 "W., 15.00 FEET ,F TO THE CENTERLINE OF JOHNSON ROAD; THENCE NORTH -°AALONG SAID CENTERLINE, 520.79 FEET TO THE SOUTH =RIGHT OF WAY LI,N] �-,OE,.,,..._T.HE. �URLIN.GTOL�,._,�10RTHERN RAILROAD; h THENCE S.80 °12'0 "E., ALONG SAID RIGHT OF WAY ITN , 906.62 FEET, TO THE CENTERLINE OF VACATED BOWDISH STREET " THENCE SOUTH, ALONG SAID CENTERLINE, 176.24 FEET; THENCE :89°3945 "W. 150.09 FEET; THENCE N.88 0 42'17 "W., 64.92 FEET; THENCE S.89 0 16' 231.73 N FEET, TO THE CENTERLINE OF VACATED WOODWARD STREE THENCE SPAL DINC7 AU7 PARTS 1 /DD ?. �h A z Ate. � ( 6'I I " /0/ /02 /03 . 0 /5 ELD AVf CD m cn N 0 _..j `prk.u�4 Vall 65 IY4 4" M2- co ui (-) Y Q 0 uJ r 0 IZ u-J C) LLJ �- LLJ 2i LIJ �, LL > c!) 0 C) -i - C < x 2 0 Im 0 0 z z w m S L) U) F F- w Z w , W ' L ' u, 0 C) l C-) l- =) w 0 L U) > cr 0 < 2 �x Z) -i cl: . - U) CL C.D M U) LLJ 0 0 m CD w ct- z z SEC.9 T25N. e.44EW.M. L rh B F+ r FUJI R F -. V �111J 4 r ONE CALL NUMBLR ?A - H'P NOTICE UJ III i m C4/r BACK EXIST �j OA21VEWAY 9' Z 1 % % W 27 28 o 4. ° �� Lu � I 1•e I � l� ��. 0 Z. rj -9-41-1 -- - x- L— K - - V/ c � c� U N WEST INDIANA —AVENUE in L Oki Z/ T 4 % CU 111 B ACK --,K IS 7, ,eW AY 4 J � Mom- ORAWAGE I.- IS 7' Ca/vc- FrAFAME� Z>RYWELL fAdl-ET GRATE oG�IZAVEZ- /6 /A/CM -97'A7'OAI LOCA7 TYPE TYPE TYPE aA?Are ELEV SACAeFALL CULV PlPa 7 7 7 7 7 7 AlPRO VHA-fEN T mm El /31-00 FED. ROAD STATE FED. AID FISCAL SHEET TOTAL /6 L-F DIV. No. PROJ. No. YEAR NO. SHEETS 5 7 L rh B F+ r FUJI R F -. V �111J 4 r ONE CALL NUMBLR ?A - H'P NOTICE UJ III i m C4/r BACK EXIST �j OA21VEWAY 9' Z 1 % % W 27 28 o 4. ° �� Lu � I 1•e I � l� ��. 0 Z. rj -9-41-1 -- - x- L— K - - V/ c � c� U N WEST INDIANA —AVENUE in L Oki Z/ T 4 % CU 111 B ACK --,K IS 7, ,eW AY 4 J � Mom- ORAWAGE I.- IS 7' Ca/vc- FrAFAME� Z>RYWELL fAdl-ET GRATE oG�IZAVEZ- /6 /A/CM -97'A7'OAI LOCA7 TYPE TYPE TYPE aA?Are ELEV SACAeFALL CULV PlPa 7 7 7 7 7 7 AlPRO VHA-fEN T mm El /31-00 /6 L-F 40 r— y /4+50 42 r 8 2 , A* 602-33 40 C:Y L T 8 2 ioZ. Aoc-y -USE GRATE GUARD a -SOLID LID cc ri 35 c QOAD IMPL20VEMENT DISTQICT Ala 34:Z,6 INDIANA AVENUE 2- - - - - - - - k LL OFFICE OF COUNTY ENGINEER SPOKANE COUNTY, WASH. CHARLES BRIJN CO. '"' MADE IN U.S.A. SIDE TYPE MAXWELL AVENUE 5"A2P AVENUE WOODLAWIII ROAD 3 +CoO. 40 TO 9--#36. Ofd TO 2 +60.40 3 TO 7+ 70 0 +00 TO 2 +80.40 0 ;DO TO 2f80. -40 TD 12 +80.55 LT• CO/VC. GU7*TE2 3105 SINTO AYE.-Fjwm w0coAww Qo. EAar L T• CONC. GUT TE2 3&' 2T. CONC. GUTTER MAXWELL AVE 2T• TYPE W " 38' 40 R. L D. I ROAD NAMES NO. ROAD 1AIIP%- LT. j`2T. I CO/VC. GUT T ErZ LT. CONC• &ITTE2 QT• I TYPE. `A 3(oCv INDIANA AVENUE 3105 SINTO AYE.-Fjwm w0coAww Qo. EAar 40 S /NTO AVE. - FAOM WOOOlAM RA wESr 3&' SHARP AIIE. _ 38' MAXWELL AVE 40' W00,0LAWN ZD. 38' 40 366 //VD /ANA. ,EVE. 40 309 LONGF`ELLOW AVE. .36' 13"35- LUC/LLE S7 .370 SP,2 1/VGF /ELD AVE. 40 9 +62.61 LT. j`2T. I CO/VC. GUT T ErZ LT. CONC• &ITTE2 QT• I TYPE. `A 3(oCv R OAD IMPROVEME / T / T ST ANDARD SECTION O /CE OF SPDXANE COUNTY, WASH. { V APP R O VED SPOKANE COUNTY ENG /NEER SHEET 2 OF 7 SHEETS INDIANA AVENUE 10� TO / 7t6/ LT• f R7. TYPE `A " - LONGFELLOW .4YE'NUE 9. 1 62.61 TO 12 ,1 59.84 LT. TYPE "B " 13"35- TO 15---8741 LT. TYPE "S " 9 +62.61 TO / 4 +�,/ 2T TYPE I B " /4 +Co/ TO 15 2T• CO /VC. GUTTER LUCILLE S7 D t/8 TO 2 +92.04 LT. TYPE 'A " 0-1•/8 TO /*65 ,CRT TYPE 'A „ 37o SP,¢iNGFiELa Av/ENUE Ot24 TO �f-6oi 26 LT. �2T• TYPE �B R/W Rlw ROAD WIDTH ASPHALT CONCRETE i PAVEMENT CLASS „ ® 0.5' PROF/LE GRADE 0./7' COMPACTED DEPTH D..S' ®O.O�S Fr :::... wo r SEE CURB S'Cf /E,DU FOte TYPE OF aIRa CRUSHED SURF.4C /NG TOP COURSE 0.33' COMPACTED DEPTH CROWN -SEC T R OAD IMPROVEME / T / T ST ANDARD SECTION O /CE OF SPDXANE COUNTY, WASH. { V APP R O VED SPOKANE COUNTY ENG /NEER SHEET 2 OF 7 SHEETS co Go M W N "i • h 2.53 . 200 oa , I cl �; 999.94 N � W 3i /8O, /2 �' \ D'00 '33, N I Qj 0 40297.95 906'. 62 - T� ,'/)9 5 96,236.50 101. ' - 23173 s.89 1A 4s , �w zs o6 / h p o 26,670 "9/� IS 6-1.9-- N99 5.89 °39 4S''!1! roI d =S °3733 „T I �� /: /y -/- - inn / - 7 i i /�<' �• /-) / / ii } /C/ 0 L = /9 73' E.5'ST (, o za ,` � Zo -¢O, 423.93 4' I I F v I i ` o � z So 0 ' vJ � i° i 20' 20� I '• /- a 6; yp� /5.00 ' �oEOicArFU /Gf/T pF {yRY h � SO07H /D, OD S. 89 ° 39 '4S '%el - - h S'. 89 °39¢5'%1/ S.. Al c f A 1 COUNTY UTILITIES DEPARTMENT EXAMINED AND APPROVED THIS DAY OF 19 X107 - Z - = Foar"d /* "r e6 a,- w /cow L. S. 996 7 �hQr /c°s E. Sisn�soh oz �°,� 5/ "rebor �v�ca� Z "5_13775 13775 �pS%S 15)7Z' 4ly ,PO. 5 B.t' 33 19. 19 SURVEYOR'S CERTIFICATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY' DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT. COUNTY ENGINEER DIREC'T'OR, SPOKANE COUNTY UTILITIES EXAMINED AND APPROVED THIS DAY OF , 19 SPOKANE COUNTY ENGINEER COUNTY PLANNING DEPARTMENT EXAMINED AND APPROVED THIS DAY OF ' 19 DIRECTOR, SPOKANE COUNTY PLANNING DEPT. COUNTY HE ALTH DISTRICT EXAMINED AND APPROVED THIS DAY OF ' 19 SPOKANE COUNTY HEALTH OFFICER COUNTY ASSESSOR EXAMINED AND APPROVED THIS DAY OF 19 SPOKANE COUNTY ASSESSOR BY DEPUTY SPOKANE COUNTY TREASURER BY DEPUTY a 2 AUTHORIZED TO EXECUTE THE SAID INSTRUMENT ON BEHALF OF SAID PARTNERSHIP. JARVIS PROPERTIES DATE WITNESS MY HAND AND Oft ICIAL SEAL HERETO AFFIXED THE DAY AND YEAR ABOV WIUTTEN. NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, RESIDING IN SPOKANE. LAWRENCE L. LEINWEBER L.S. 13775 COUNTY COMMISSIONERS THIS BINDING SITE PLAN WAS APPROVED AND ACCEPTED BY THE COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON, ON THIS DAY OF , 19 CHAIRMAN, SPOKANE COUNTY COMMISSIONERS LEGAL DESCRIPTION ALL THAT CERTAIN REAL PROPERTY BEING A PORTION OF PINECROFT FIRST ADDITION, ACCORDING TO PLAT RECORDED IN VOLUME "M" OF PLATS, PAGE 35, IN THE S.E. 1/4 OF SECTION 9, T.25N., R.44E., W.M., SPOKANE COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF TRACT 168 OF SAID PLAT 1990 OF PINECROFT FIRST ADDITION; THENCE NORTH 15.00 FEET; THENCE AUG 24 S.89 0 39'45 "W., 15.00 FEET, TO THE CENTERLINE OF JOHNSON ROAD; THENCE NORTH, ALONG;SAID CENTERLINE, 520.79 FEET TO THE SOUTH Col bonaecia RIGHT OF WAY LINE OF THE: BURLINGTON NORTHERN RAILROAD; n THENCE S.80 °12'07 "E., ALONG SAID RIGHT OF WAY LINE, 906.62 FEET, TO THE CENTERLINE OF VACATED BOWDISH STREET; THENCE SOUTH, ALONG SAID CENTERLINE, 176.24 FEET; THENCE S.89 1 39'45 "W., 150.09 FEET; THENCE N.88 0 42'17 'W., 64.92 FEET; THENCE S.89'16'45W., 231.73 FEET, TO THE CENTERLINE OF VACATED WOODWARD STREET; THENCE - N SOUTH, ALONG SAID CENTERLINE, 190.30 FEET; THENCE S.89 °39 "W., _ 15.00 FEET; THENCE SOUTH, 10.00 FEET, TO THE SOUTHEAST CORNER OF TRACT 108 OF SAID PLAT OF PINECROFT FIRST ADDITION; THENCE S.89 0 39'45 'W., ALONG THE SOUTH LINE OF SAID TRACT 108, 416.70 ' FEET TO THE POINT OF BEGINNING. AREA = 7.286 ACS. _ CONDITIONS AN ADDITIONAL 15.00 FEET OF RIGHT OF WAY ALONG INDIANA AVENUE AS SHOWN HEREON IS HEREBY DEDICATED TO SPOKANE COUNTY FOR PUBLIC ROAD PURPOSES: 1. NO LOT SHALL BE FURTHER SUBDIVIDED FOR THE PURPOSE OF CREATING ADDITIONAL LOTS, OWNERSHIPS OR LEASED PARCELS i WITHOUT FIRST FILING A REPLAT OR ALTERING THE FINAL BINDING vi SITE PLAN. N 2. S IDE YARD AND RE , YARD SETBACKS SHALL BE DETERMINED AT THE TIME BUILDING P �RMITS ARE REQUESTED, EXCEPT THAT SOME o so /oo JUDGMENTS MAY BE MADE ON THIS FINAL PLAT DOCUMENT AS TO SIDE OR REAR YARD STATUS. THE SETBACKS INDICATED ON THIS SUBDIVISION MAY BE VARIED FROM IF PROPER ZONING OR VARIANCE j APPROVALS ARE OBTAINED. h 3. THE PUBLIC WATER SYSTEM, PURSUANT THE WATER PLAN APPROVED � BY COUNTY AND STATE HEALTH AUTHORITIES, THE LOCAL FIRE DISTRICT, COUNTY BUILDING & SAFETY DEPARTMENT, . AND WATER PURVEYOR, WILL BE INSTALLED WITHIN THIS BINDING SITE PLAN, AND THE SUBDIVIDER SPONSOR WILL PROVIDE FOR INDIVIDUAL DOMESTIC WATER SERVVICE AS WELL AS FIRE PROTECTION TO EACH LOT PRIOR TO SALE OF EACH LOT AND PRIOR TO ISSUANCE OF A BUILDING PERMIT FOR EACH LOT. 4. WARNING: SPOKANE COUNTY HAS NO RESPONSIBILITY TO BUILD, IMPROVE, MAINTAIN OR OTHERWISE SERVICE THE PRIVATE ROADS CONTAINED WITH) "OR PROVIDE SERVICE TO THE PROPERTY DESCRIBED IN THIS BINDING SITE PLAN. BY ACCEPTING THIS BINDING' SITE PL�N OR SUBSEQUENTLY BY ALLOWING A BUILDING PERMIT TO BE ISSUED ON 'PROPERTY ON A PRIVATE ROAD, SPOKANE COUNTY ASSUME') NO OBLIGATION FOR SAID 'PRIVATE ROAD, AND THE OWNERS HEREBY ACKNOWLEDGE THAT THE COUNT' HAS NO OBLIGATION OF ANY KITS D OR NATURE WHATSOEVER TO ESTABLISH, EXAMINE, SURVEY, CONS'I P UCT, ALTER, REPAIR, IMPROVE, MAINTAIN OR PROVIDE DRAINAGE OR SNOW REMOVAL ON A PRIVATE ROAD. THIS REQUIR) "'MENT IS AND SHALL RUN WITH THE LAND AND SHALL BE BINDING' UPON THE OWNER(S), THEIR HEIRS, SUCCESSORS OR ASSIGNS, INCLUDING THE OBLIGATION OF PARTICIPATE IN THE MAINTENANCE OF THE PRIVATE ROAD AS PROVIDED HEREIN. 5. THE PRIVATE ROAD AS SHOWN HEREON IS AN EASEMENT WHICH PROVIDE'S A MEANS OF INGRESS AND EGRESS FOR THOSE LOTS WITHIN THE BINDING SITE PLAN HAVING FRONTAGE THEREON. 6. `' A PUBLIC SEWER SYSTEM WILL BE MADE AVAILABLE FOR THE BINDING SITE PLAN AND INDIVIDUAL SERVICE WILL BE PROVIDED TO EACH LOT PRIOR TO SALE. USE OF INDIVIDUAL ON -SITE SEWAGE SYSTEM SHALL NOT BE AUTHORIZED. 7. USE OF PRIVATE WELLS AND WATER SYSTEMS IS PROHIBITED. l ct V"` (_ i +L yC / " (7 G'"''°.c / � THE PRIVATE ROADS AND DRAINAGE EASEMENTS ARE SUBJECT TO THE SEPARATE DECLARATION OF COVENANT AS RECORDED UNDER AUDITOR'S DOCUMENT NO. M P- ,� c WHICH BY REFERENCE IS MADE A PARS[' HEREOF. STATE OF WASHINGTON) THIS IS TO CERTIFY THAT ON THE ) SS DAY OF ' 19 , BEFORE STATE OF WASHINGTON) THIS IS TO CERTIFY THAT ON THE COUNTY OF SPOKANE ) ME, THE UNDERSIGNED A NOTARY PUBLIC, ) SS DAY OF ' 19 , BEFORE PERSONALLY APPEARED COUNTY OF SPOKANE ) ME, THE UNDERSIGNED A NOTARY PUBLIC, CAS-_ AND L t ��_//1 •a ti C.- -- PERSONALLY APPEARED HUSBAND AND WIFE, TO ME KNOWN TO BE THE INDIW.L'JALS DESCRIBED IN TO ME KNGWN TO BE THE AND EXECUTED THE WITHIN AND FOREGOING INSTRUMENT, AND OF THE JARVIS PROPERTIES, A WASHINGTON ACKNOWLEDGED TO ME THAT THEY SIGNED THE SAME AS THERE FREE AND PARTNERSHIP WHO EXECUTED TIE WITHIN AND FOREGOING INSTRUMENT, VOLUNTARY ACT AND DEED, FOR THE USES AND PURPOSES THEREIN AND ACKNOWLEDGED THE SAID INSTRUMENT TO BE THE FREE AND MENTIONED. VOLUNTARY ACT AND DEED OF SAID PARTNERSHIP FOR THE USES AND PURPOSES THEREIN i ENTIONED .�L n ON OATC' STATETI THAT HE WAS DATE DATE WITNESS MY HAND AND OFFICIAL SEAL HERETO AFFIXED THE DAY AND YEAR ABOVE WRITTEN. NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, RESIDING IN SPOKANE. COUNTY TREASURER I DO HEREBY CERTIFY THAT ALL TAXES WHICH HAVE BEEN LEVIED AND BECOME CHARGEABLE AGAINST THE LAND SHOWN WITHIN THIS MAP HAVE BEEN FULLY PAID THIS DAY OF .19 o. '10 T 0 -D -0 q � �� 0 y m IVIRRBEIqU I � I I tr - u yT �� - T o n,6 0 A ' 95 z , 1-5.3�q /- �" ��FAIRMACW WBIL*-� SUM RfiNCH A 8 ulq 0 500 AB r ommm—m WI BUR ADD lamm am .51-M /6 00 M m N SPAL DING A070 I°ARTS NOTES Gt/ATERL /NE CROSS /NG.S W ILL BE /02 0 /03 /5 SURI : - CCRT /FICA TC TH /S 11141 WAS f'RE UNDER MY DIRECT /ON .}ND SUPER6/ /S /ON IAI CONIPG 1A11/CE ?O COU/VTll BIIVZ /VNG S/TE PLAN aR01AIANCE 3 /•Z /90 CLIFFORD E. CAMER0N, PROFES5101VAL LAND SURVEYOR LICENSE NO. 266-10 N " MANSFIELD AVE z000 _" SH Set an 0 — O o 1 Y Vail .�. I� 446.7 ' A.B.G. MIMI— STORAGEE /iz W, m W4 = ,27 65 IY4 �I I i I I ( � I ro I h 65 IY4 h _ h ti B , 2 /I/ 3 53, 999.9 g ' s 8a zoo oa . r. fi N O O �J 3/, /BO. /2 0 C- y � 2 ' I� N kn DRAINAGE EASEMENT• 53- Q h ry Sg N i� 540,2 C)0 i \ P 231 73 /SO D 9 N88 7 , S. 89 °39 0 ^ h p l0 70.91 ORAINAGE z7'w 1 EASEMENT / L /¢,73" i EAST Q IVO TE= ¢O, ¢23. 93 F� ®= Found % "rebor w�coj� [. S 996 7 hrrr /mss E Spsoh \40 � ? L.s 13775 �� 3 DRAINAGE � �I I 33 EASEMENT I PEQ T/1E IVj eT/1 K;1, jr WAr Z11YE J,4 W61AIV a AUrIVME A0 WAI 70 ' s �\ 15 , 236.70 �% 2 /0.00 s o0 \ i5. oo yp2Th' /5.00 y . oEQic v rho erGtir o.° wAr' % h SOUTH /D, oo S. 89 o 39 45 ,� i5. ao " M h 5. 89 °39 ¢5 %�/ ¢16.70 h N � L S Gt! Corr��r TrgC f /oB �.o. B j/l/D /.9/L/ A P Lc ,A1UE COUNTY UTILITIES DEPARTMENT EXAMINED AND APPROVED THIS DAY OF ' 19 DIREC'T'OR, SPOKANE COUNTY UTILITIES COUNTY ENGINEER EXAMINED AND APPROVED THIS DAY OF ' 19 SPOKANE COUNTY ENGINEER COUNTY PLANNING DEPARTMENT EXAMINED AND APPROVED THIS DAY OF ' 19 DIRECTOR, SPOKANE COUNTY PLANNING DEPT. COUNTY HEALTH DISTRICT EXAMINED AND APPROV ED THIS DAY OF , 19 SPOKANE COUNTY HEALTH OFFICER COUNTY ASSESSOR EXAMINED AND APPROVED THIS DAY OF , 19 SPOKANE COUNTY ASSESSOR BY DEPUTY SURVEYOR'S CERTIFICATE THIS MAP CORRECTLY REPRESEN'T'S A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RL:CORDING ACT. LAWRENCE L. LEINWEBER L.S. 13775 h N I I LEGAL DESCRIPTION ALL T HAT CERTAIN REAL PROPERTY BEING A PORTION OF PINECROFT FIRST ADDI'T'ION, ACCORDING TO PLAT RECORDED IN VOLUME "M" OF PLATS, PAGE 35, IN THE S.E. 1/4 OF SEC'T'ION 9, T.25N., R.44E., W.M., SPOKANE COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: - BEGINNING AT THE SOUTHWEST CORNER OF TRACT 108 OF SAID PLAT OF PINECROFT FIRST ADDITION; THENCE NORTH 15.00 FEET; THENCE S.89 "39'45 "W., 15.00 FEET, TO THE CENTERLINE OF JOHNSON ROAD; THENCE NOR'T'H, ALONG SAID CENTERLINE, 520.79 FEET TO THE SOUTH RTC: _1HT OF WAY LINE OF THE BURLINGTON NORTHERN RAILROAD; TIIENCE S.80 "12'07 "E., ALONG SAID RIGHT OF WAY LINE, 906.62 FEET, TO THE CENTERLINE OF VACATED BOWDISH STREET; THENCE SOUTH, ALONG SAID CENTERLINE, 176.24 FEET; THENCE S.89 °39'45 "W., 150.09 FEET; THENCE N.88 °42'17 "W., 64.92 FEET; THENCE S.89 °16'45 "W., 231.73 FEET, TO THE CENTERLINE OF VACATED WOODWARD STREET; THENCE SOUTH, ALONG SAID CENTERLINE, 190.30 FEET; THENCE S.89 °39'45 "W., 15.00 FEET; THENCE SOUTH, 10.00 FEET, TO THE SOUTHEAST CORNER OF TRACT 108 OF SAID PLAT OF PINECROFT FIRST ADDITION; THENCE S.89 "39'45'W., ALONG THE SOUTH LINE OF SAID TRACT 108, 416.70 FEET TO THE POINT OF BEGINNING. AREA = 7.286 ACS. CONDITIONS AN ADDITIONAL 15.00 FEET OF RIGHT OF WAY ALONG INDIANA AVENUE AS SHOWN HEREON IS HEREBY DEDICATED TO SPOKANE COUNTY FOR PUBLIC ROAD PURPOSES. 1. NO LOT SHALL BE FUR'T'HER SUBDIVIDED FOR THE PURPOSE OF CREATING ADDITIONAL LOTS, OWNERSHIPS OR LEASED PARCELS WITHOUT FIRST FILING A REPLAT OR ALTERING THE FINAL BINDING SITE PLAN. 2. SIDE YARD AND REAR YARD SETBACKS SHALL BE DETERMINED AT THE TIME BUILDING PERMITS ARE REQUESTED, EXCEPT THAT SOME JUDGMENTS MAY BE MADE ON THIS FINAL PLAT DOCUMENT AS TO SIDE OR REAR YARD STATUS. THE SETBACKS INDICATED ON THIS SUBDIVISION MAY BE VARIED FROM IF PROPER ZONING OR VARIANCE APPROVALS ARE OBTAINED. 3. THE PUBLIC WATER SYSTEM, PURSUANT THE WATER PLAN APPROVED BY COUNTY AND STATE HEALTH AUTHORITIES, THE LOCAL FIRE DISTRICT, COUNTY BUILDING & SAFETY DEPARTMENT, AND WATER PURVEYOR, WILL BE INSTALLED WITHIN THIS BINDING SITE PLAN, AND THE SUBDIVIDER /SPONSOR WILL PROVIDE FOR INDIVIDUAL DOMESTIC WATER SERVICE AS WELL AS FIRE PROTECTION TO EACH LOT PRIOR TO SALE OF EACH LOT AND PRIOR TO ISSUANCE OF A BUILDING PERMIT FOR EACH LOT. 4. WARNING: SPOKANE COUNTY HAS NO RESPONSIBILITY TO BUILD, IMPROVE, MAINTAIN OR OTHERWISE SERVICE THE PRIVATE ROADS CONTAINED WITHIN OR PROVIDE SERVICE TO THE PROPERTY DESCRIBED IN THIS BINDING SITE PLAN. BY ACCEPTING THIS BINDING SITE PLAN OR SUBSEQUENTLY BY ALLOWING A BUILDING PERMIT TO BE ISSUED ON PROPERTY ON A PRIVATE ROAD, SPOKANE COUNTY ASSUMES NO OBLIGATION FOR SAID PRIVATE ROAD, AND THE OWNERS HEREBY ACKNOWLEDGE THAT THE COUNTY HAS NO OBLIGATION OF ANY KIND OR NATURE WHATSOEVER TO ESTABLISH, EXAMINE, SURVEY, CONSTRUCT, ALTER, REPAIR, IMPROVE, MAINTAIN OR PROVIDE DRAINAGE OR SNOW REMOVAL ON A PRIVATE ROAD. TIIIS REQUIREMENT IS AND SHALL RUN WITH THE LAND AND SHALL BE BINDING UPON THE OWNER(S), THEIR HEIRS, SUCCESSORS OR ASSIGNS, INCLUDING THE OBLIGATION TO PARTICIPATE IN THE MAINTENANCE OF THE PRIVATE ROAD AS PROVIDED HEREIN. 5. THE PRIVATE ROAD AS SHOWN HEREON IS AN EASEMENT WHICH PROVIDES A MEANS OF INGRESS AND EGRESS AND UTILITY PATH FOR THOSE LOTS WITHIN THE BINDING SITE PLAN HAVING FRONTAGE THEREON. 6. A PUBLIC SEWER SYSTEM WILL BE MADE AVAILABLE FOR THE BINDING SITE PLAN AND INDIVIDUAL SERVICE WILL BE PROVIDED TO EACH LOT PRIOR TO SALE. USE OF INDIVIDUAL ON -SITE SEWAGE SYSTEM SHALL NOT BE AUTHORIZED. 7. USE OF PRIVATE WELLS AND WATER SYS'T'EMS IS PROHIBITED. THE PRIVATE ROADS AND DRAINAGE EASEMENTS ARE SUBJECT TO THE SEPARATE DECLARA'T'ION OF COVENANT AS RECORDED UNDER AUDITOR'S DOCUMENT NO. WHICH BY REFERENCE IS MADE A PART IIEREOF. STATE OF WASHINGTON) THIS IS TO CERTIFY THAT ON THE ) SS DAY OF ' 19 , BEFORE STATE OF WASHINGTON) THIS IS TO CERTIFY THAT ON THE �� l COUNTY OF SPOKANE ) ME, THE UNDERSIGNED A NOTARY PUBLIC, ) SS DAY OF ' 19 , BEFORE 'Teo 5 a 4 PERSONALLY APPEARED COUNTY OF SPOKANE ) ME, THE UNDERSIGNED A NOTARY PUBLIC, HERBERT COMM AND L ILY ANN COMM PERSONALLY APPEARED HUSBAND AND WIFE, TO ME KNOWN TO BE THE INDIVIDUALS DESCRIBED IN _�, TO ME KNOWN TO BE THE AND EXECUTED THE WITHIN AND FOREGOING INSTRUMENT, AND _ O. THE : JARVIS PROPERTIES, A WASHINGTON ACKNOWLEDGED TO ME THAT THEY SIGNED THE SAME AS THERE FREE AND PARTNERSHIP WHO EXECUTED THE WITHIN AND FOREGOING INSTRUMENT, 41l /� VOLUNTARY ACT AND DEED, FOR THE USES AND PURPOSES THEREIN AND ACKNOWLEDGED THE SAID INSTRUMENT TO BE THE FREE AND MENTIONED. VOLUNTARY ACT AND DEED OF SAID PAR'T'NERSHIP FOR THE USES AND PURPOSES THEREIN MENTIONED AND ON OATH STATED THAT HE WAS COUNTY COMMISSIONERS AUTHORIZED TO EXECUTE THE SAID INSTRUMENT ON BEHALF OF SAID THIS BINDING SITE PLAN WAS APPROVED AND ACCEPTED BY THE COUNTY DATE PARTNERSHIP. COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON, ON THIS DAY OF , 19 DATE JARVIS PROPERTIES DATE R�CEj► WITNESS MY HAND AND OFFICIAL SEAL HERETO AFFIXED THE DAY AND WITNESS MY HAND AND Or ILiAL SEAL HERETO AFFIXED THE DAY ANQP ,76' CHAIRMAN, SPOKANE COUNTY COMMISSIONERS YEAR ABOVE WRITTEN. YEAR ABOVE WR.I'rrEN. °pt I9'g, NOTARY PUBLIC IN AND FOR THE STATE OF PRELIMINARY OTARY PUBLIC IN D Y C AN FOR THE STATE OF COUNTY TREASURER WASHINGTON, RESIDING IN SPOKANE N0T FOR COB'S I RUCTION WASHINGTON, RESIDING IN SPOKANE. I DO HEREBY CERTIFY THAT ALL TAXES WHICH HAVE BEEN LEVIED AND REVISIONS SCALE BECOME CHARGEABLE AGAINST THE LAND SHOWN WITHIN THIS MAP HAVE or BEEN FULLY PAID THIS DAY OF ' 19 ® ® Taylor Engineering, Inc. Chril Design and Land Planning SPOKANE COUNTY TREASURER BY DEPU'T'Y r3 „5 I I PLAN NUMBER , 2 5.3.3 p - 1 � z �3 90 ,I 'J V> Q IZ57 3 53, 999.9 g ' s 8a zoo oa . r. fi N O O �J 3/, /BO. /2 0 C- y � 2 ' I� N kn DRAINAGE EASEMENT• 53- Q h ry Sg N i� 540,2 C)0 i \ P 231 73 /SO D 9 N88 7 , S. 89 °39 0 ^ h p l0 70.91 ORAINAGE z7'w 1 EASEMENT / L /¢,73" i EAST Q IVO TE= ¢O, ¢23. 93 F� ®= Found % "rebor w�coj� [. S 996 7 hrrr /mss E Spsoh \40 � ? L.s 13775 �� 3 DRAINAGE � �I I 33 EASEMENT I PEQ T/1E IVj eT/1 K;1, jr WAr Z11YE J,4 W61AIV a AUrIVME A0 WAI 70 ' s �\ 15 , 236.70 �% 2 /0.00 s o0 \ i5. oo yp2Th' /5.00 y . oEQic v rho erGtir o.° wAr' % h SOUTH /D, oo S. 89 o 39 45 ,� i5. ao " M h 5. 89 °39 ¢5 %�/ ¢16.70 h N � L S Gt! Corr��r TrgC f /oB �.o. B j/l/D /.9/L/ A P Lc ,A1UE COUNTY UTILITIES DEPARTMENT EXAMINED AND APPROVED THIS DAY OF ' 19 DIREC'T'OR, SPOKANE COUNTY UTILITIES COUNTY ENGINEER EXAMINED AND APPROVED THIS DAY OF ' 19 SPOKANE COUNTY ENGINEER COUNTY PLANNING DEPARTMENT EXAMINED AND APPROVED THIS DAY OF ' 19 DIRECTOR, SPOKANE COUNTY PLANNING DEPT. COUNTY HEALTH DISTRICT EXAMINED AND APPROV ED THIS DAY OF , 19 SPOKANE COUNTY HEALTH OFFICER COUNTY ASSESSOR EXAMINED AND APPROVED THIS DAY OF , 19 SPOKANE COUNTY ASSESSOR BY DEPUTY SURVEYOR'S CERTIFICATE THIS MAP CORRECTLY REPRESEN'T'S A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RL:CORDING ACT. LAWRENCE L. LEINWEBER L.S. 13775 h N I I LEGAL DESCRIPTION ALL T HAT CERTAIN REAL PROPERTY BEING A PORTION OF PINECROFT FIRST ADDI'T'ION, ACCORDING TO PLAT RECORDED IN VOLUME "M" OF PLATS, PAGE 35, IN THE S.E. 1/4 OF SEC'T'ION 9, T.25N., R.44E., W.M., SPOKANE COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: - BEGINNING AT THE SOUTHWEST CORNER OF TRACT 108 OF SAID PLAT OF PINECROFT FIRST ADDITION; THENCE NORTH 15.00 FEET; THENCE S.89 "39'45 "W., 15.00 FEET, TO THE CENTERLINE OF JOHNSON ROAD; THENCE NOR'T'H, ALONG SAID CENTERLINE, 520.79 FEET TO THE SOUTH RTC: _1HT OF WAY LINE OF THE BURLINGTON NORTHERN RAILROAD; TIIENCE S.80 "12'07 "E., ALONG SAID RIGHT OF WAY LINE, 906.62 FEET, TO THE CENTERLINE OF VACATED BOWDISH STREET; THENCE SOUTH, ALONG SAID CENTERLINE, 176.24 FEET; THENCE S.89 °39'45 "W., 150.09 FEET; THENCE N.88 °42'17 "W., 64.92 FEET; THENCE S.89 °16'45 "W., 231.73 FEET, TO THE CENTERLINE OF VACATED WOODWARD STREET; THENCE SOUTH, ALONG SAID CENTERLINE, 190.30 FEET; THENCE S.89 °39'45 "W., 15.00 FEET; THENCE SOUTH, 10.00 FEET, TO THE SOUTHEAST CORNER OF TRACT 108 OF SAID PLAT OF PINECROFT FIRST ADDITION; THENCE S.89 "39'45'W., ALONG THE SOUTH LINE OF SAID TRACT 108, 416.70 FEET TO THE POINT OF BEGINNING. AREA = 7.286 ACS. CONDITIONS AN ADDITIONAL 15.00 FEET OF RIGHT OF WAY ALONG INDIANA AVENUE AS SHOWN HEREON IS HEREBY DEDICATED TO SPOKANE COUNTY FOR PUBLIC ROAD PURPOSES. 1. NO LOT SHALL BE FUR'T'HER SUBDIVIDED FOR THE PURPOSE OF CREATING ADDITIONAL LOTS, OWNERSHIPS OR LEASED PARCELS WITHOUT FIRST FILING A REPLAT OR ALTERING THE FINAL BINDING SITE PLAN. 2. SIDE YARD AND REAR YARD SETBACKS SHALL BE DETERMINED AT THE TIME BUILDING PERMITS ARE REQUESTED, EXCEPT THAT SOME JUDGMENTS MAY BE MADE ON THIS FINAL PLAT DOCUMENT AS TO SIDE OR REAR YARD STATUS. THE SETBACKS INDICATED ON THIS SUBDIVISION MAY BE VARIED FROM IF PROPER ZONING OR VARIANCE APPROVALS ARE OBTAINED. 3. THE PUBLIC WATER SYSTEM, PURSUANT THE WATER PLAN APPROVED BY COUNTY AND STATE HEALTH AUTHORITIES, THE LOCAL FIRE DISTRICT, COUNTY BUILDING & SAFETY DEPARTMENT, AND WATER PURVEYOR, WILL BE INSTALLED WITHIN THIS BINDING SITE PLAN, AND THE SUBDIVIDER /SPONSOR WILL PROVIDE FOR INDIVIDUAL DOMESTIC WATER SERVICE AS WELL AS FIRE PROTECTION TO EACH LOT PRIOR TO SALE OF EACH LOT AND PRIOR TO ISSUANCE OF A BUILDING PERMIT FOR EACH LOT. 4. WARNING: SPOKANE COUNTY HAS NO RESPONSIBILITY TO BUILD, IMPROVE, MAINTAIN OR OTHERWISE SERVICE THE PRIVATE ROADS CONTAINED WITHIN OR PROVIDE SERVICE TO THE PROPERTY DESCRIBED IN THIS BINDING SITE PLAN. BY ACCEPTING THIS BINDING SITE PLAN OR SUBSEQUENTLY BY ALLOWING A BUILDING PERMIT TO BE ISSUED ON PROPERTY ON A PRIVATE ROAD, SPOKANE COUNTY ASSUMES NO OBLIGATION FOR SAID PRIVATE ROAD, AND THE OWNERS HEREBY ACKNOWLEDGE THAT THE COUNTY HAS NO OBLIGATION OF ANY KIND OR NATURE WHATSOEVER TO ESTABLISH, EXAMINE, SURVEY, CONSTRUCT, ALTER, REPAIR, IMPROVE, MAINTAIN OR PROVIDE DRAINAGE OR SNOW REMOVAL ON A PRIVATE ROAD. TIIIS REQUIREMENT IS AND SHALL RUN WITH THE LAND AND SHALL BE BINDING UPON THE OWNER(S), THEIR HEIRS, SUCCESSORS OR ASSIGNS, INCLUDING THE OBLIGATION TO PARTICIPATE IN THE MAINTENANCE OF THE PRIVATE ROAD AS PROVIDED HEREIN. 5. THE PRIVATE ROAD AS SHOWN HEREON IS AN EASEMENT WHICH PROVIDES A MEANS OF INGRESS AND EGRESS AND UTILITY PATH FOR THOSE LOTS WITHIN THE BINDING SITE PLAN HAVING FRONTAGE THEREON. 6. A PUBLIC SEWER SYSTEM WILL BE MADE AVAILABLE FOR THE BINDING SITE PLAN AND INDIVIDUAL SERVICE WILL BE PROVIDED TO EACH LOT PRIOR TO SALE. USE OF INDIVIDUAL ON -SITE SEWAGE SYSTEM SHALL NOT BE AUTHORIZED. 7. USE OF PRIVATE WELLS AND WATER SYS'T'EMS IS PROHIBITED. THE PRIVATE ROADS AND DRAINAGE EASEMENTS ARE SUBJECT TO THE SEPARATE DECLARA'T'ION OF COVENANT AS RECORDED UNDER AUDITOR'S DOCUMENT NO. WHICH BY REFERENCE IS MADE A PART IIEREOF. STATE OF WASHINGTON) THIS IS TO CERTIFY THAT ON THE ) SS DAY OF ' 19 , BEFORE STATE OF WASHINGTON) THIS IS TO CERTIFY THAT ON THE �� l COUNTY OF SPOKANE ) ME, THE UNDERSIGNED A NOTARY PUBLIC, ) SS DAY OF ' 19 , BEFORE 'Teo 5 a 4 PERSONALLY APPEARED COUNTY OF SPOKANE ) ME, THE UNDERSIGNED A NOTARY PUBLIC, HERBERT COMM AND L ILY ANN COMM PERSONALLY APPEARED HUSBAND AND WIFE, TO ME KNOWN TO BE THE INDIVIDUALS DESCRIBED IN _�, TO ME KNOWN TO BE THE AND EXECUTED THE WITHIN AND FOREGOING INSTRUMENT, AND _ O. THE : JARVIS PROPERTIES, A WASHINGTON ACKNOWLEDGED TO ME THAT THEY SIGNED THE SAME AS THERE FREE AND PARTNERSHIP WHO EXECUTED THE WITHIN AND FOREGOING INSTRUMENT, 41l /� VOLUNTARY ACT AND DEED, FOR THE USES AND PURPOSES THEREIN AND ACKNOWLEDGED THE SAID INSTRUMENT TO BE THE FREE AND MENTIONED. VOLUNTARY ACT AND DEED OF SAID PAR'T'NERSHIP FOR THE USES AND PURPOSES THEREIN MENTIONED AND ON OATH STATED THAT HE WAS COUNTY COMMISSIONERS AUTHORIZED TO EXECUTE THE SAID INSTRUMENT ON BEHALF OF SAID THIS BINDING SITE PLAN WAS APPROVED AND ACCEPTED BY THE COUNTY DATE PARTNERSHIP. COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON, ON THIS DAY OF , 19 DATE JARVIS PROPERTIES DATE R�CEj► WITNESS MY HAND AND OFFICIAL SEAL HERETO AFFIXED THE DAY AND WITNESS MY HAND AND Or ILiAL SEAL HERETO AFFIXED THE DAY ANQP ,76' CHAIRMAN, SPOKANE COUNTY COMMISSIONERS YEAR ABOVE WRITTEN. YEAR ABOVE WR.I'rrEN. °pt I9'g, NOTARY PUBLIC IN AND FOR THE STATE OF PRELIMINARY OTARY PUBLIC IN D Y C AN FOR THE STATE OF COUNTY TREASURER WASHINGTON, RESIDING IN SPOKANE N0T FOR COB'S I RUCTION WASHINGTON, RESIDING IN SPOKANE. I DO HEREBY CERTIFY THAT ALL TAXES WHICH HAVE BEEN LEVIED AND REVISIONS SCALE BECOME CHARGEABLE AGAINST THE LAND SHOWN WITHIN THIS MAP HAVE or BEEN FULLY PAID THIS DAY OF ' 19 ® ® Taylor Engineering, Inc. Chril Design and Land Planning SPOKANE COUNTY TREASURER BY DEPU'T'Y r3 „5 I I PLAN NUMBER I I d I I I I- V.YY If I v1 L_V I I v I V I V. 1 %. I . I . •..I... SPOKANE COUNTY WASHINGTON JUNE 1990 AT M IN BOOK of AT PAGE_ AT THE REQUEST OF COUNTY AUDITOR DEPUTY LEGAL DESCRIPTION ALL THAT CERTAIN REAL PROPERTY BEING A PORTION OF PINECROFT FIRST ADDITION, ACCORDING TO PLAT RECORDED IN VOLUME "M" OF PLATS, PAGE 35, IN THE S.W. 1/4 OF SECTION 9, T.25N., R.44E., W.M., SPOKANE COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: Is � ( BEGINNING AT THE SOUTHWEST CORNER OF TRACT 108 OF SAID PLAT OF PINECROFT FIRST ADDITION; THENCE NORTH 15.00 FEET; THENCE S.89 0 39'45 'W., 15.00 FEET, TO THE CENTERLINE OF JOHNSON ROAD; �� F' _` M THENCE NORTH, ALONG SAID CENTERLINE, 620.79 FEET TO THE SOUTH „ ,,, 200, o • RIGHT OF WAY LINE OF THE BURLINGTON NORTHERN RAILROAD; THENCE S.80 0 12'07 "E., ALONG SAID RIGHT OF WAY LINE, 906.62 FEET, TO 906 62 , N THE CENTERLINE OF VACATED BOWDISH STREET; THENCE SOUTH, ALONG SAID CENTERLINE, 176.24 FEET; THENCE S.89 39 45'W., 150.09 FEET; THENCE N.88 °42'17 "W., 64.92 FEET; THENCE S.89 0 16'45 'W., 231.73 FEET, TO THE CENTERLINE OF VACATED WOODWARD STREET; THENCE x� SOUTH, ALONG SAID CENTERLINE, 190.30 FEET; THENCE S.89 0 39'46 "W., 15.00 FEET; THENCE SOUTH, 10.00 FEET, TO THE SOUTHEAST CORNER OF TRACT 108 OF SAID PLAT OF PINECROFT FIRST ADDITION; THENCE TO 9 THE POINT OF BEGINNING THE SOU TH EG NNINGTH LINE OF SAID TRACT 108, 416.70 FEET AREA = 7.286 ACS. 53, 999.9 ' I �- � w 3G r80.• /2 I h I --__ � •e � CONDITIONS x ' �' h AN ADDITIONAL 15.00 FEET OF RIGHT OF WAY ALONG INDIANA AVENUE AS '�� $. z5' gUItDING sereACx I I SHOWN HEREON IS HEREBY DEDICATED TO SPOKANE COUNTY FOR PUBLIC ALONG SKIPGVORTH LM. - ROAD PURPOSES. (nP') .+ 1. NO LOT SHALL BE FURTHER SUBDIVIDED FOR THE PURPOSE OF N I DRAINAGE ESMVr „�J � I CREATING ADDITIONAL LOTS, OWNERSHIPS OR LEASED PARCELS 9Gr, 236.30 ' ' , ,/; I WITHOUT FIRST FILING A REPLAT OR ALTERING THE FINAL BINDING SITE PLAN. 2. SIDE YARD AND REAR YARD SETBACKS SHALL BE DETERMINED AT THE DRAINAGE ' „ I ' , n TIME BUILDING PERMITS ARE REQUESTED, EXCEPT THAT SOME EASEMCNT� Z� 53. 3 Z6 60.00 / R/ I I '�� O c I o o ,00 JUDGMENTS MAY BE MADE ON THIS FINAL PLAT DOCUMENT AS TO E.w.S7 ( SIDE OR REAR, YARD STATUS. THE SETBACKS INDICATED ON THIS v �� 9 o (� •5co% /'�- SO SUBDIVISION MAY BE VARIED FR OM IF PROPER ZONING O oh S FR R VARIANCE y 7 s `a •'�� ti / �� 0O'll. h �2' I l J APPROVALS ARE OBTAINED. 0 40, 29 .9� 9 - 3 (�, I BY C COUNTY PURSUANT THE WATER PUN APPROVED P 2 � _ ( / / 3. AND STATE HE ALTH AUTHORITIES, THE LOCAL FIRE DISTRICT, COUNTY BUILDING & SAFETY DEPARTMENT, AND WATER T � • - 0� \ / PURVEYOR, WILL BE INSTALLED WITHIN THIS BINDING SITE PLAN, DKUA'0 � . E5irINT / / ( 23/. I 6sl9.2 /50.09 ( AND THE SUBDIVIDER /SPONSOR WILL PROVIDE FOR INDIVIDUAL D - y -- --7 - -�- ,. DOMESTIC WATER SERVICE AS WELL AS FIRE PROTECTION TO EA 0 / _ 15.89 ° /6 '45''!4! N88 ° 42'/7 ,((/ S.89 °39 45 'w I LOT PRIOR TO SALE OF EACH LOT AND PRIOR TO ISSUANCE OF A o � h �,�h o BUILDING PERMIT FOR EACH LOT. 6� Q 2.6 67a9/� IN WITNESS WHEREOF THE AFORESAID OWNERS HAVE HEREUNTO SET THEIR t� i I HANDS UPON THE DATES SHOWN. 4. WARNING: SPOKAN COUN HAS NO RESPONSIBILITY TO BUILD, v IMPROVE, OR OTHERWISE SERVICE THE PRIVATE ROADS tRAINAGE (� CONTAI �,/ / NE WITI OR PROVIDE SERVICE TO THE PROPERTY DESCRIBED I BINDING SITE PLAN. BY ACCEPTING THIS BINDING EASEMENT F p J !} ,Q : S• 37 33 „ ' I I M h1 (� / �j /� /,� �' /L� d �.' / 01 9/ E ,gsr W p �' �� l• L ` / `" `� �^ / `` SITE PLAN OR SUBSEQUENTLY BY ALLOWING A BUILDING PERMIT TO t omm Date Herb r BE ISSUED ON PROPERTY ON A PRIVATE ROAD, SPOKANE COUNTY /9 7 • �' ASSUMES NO OBLIGATION FOR SAID PRIVATE ROAD AND THE OWNERS zo o � IS N I ( z' s I �, HEREBY ACKNOWLEDGE THAT THE COUNTY HAS NO OBLIGATION OF .2/0.00 ' _ \ _ ��', P/�TE� �/- �.S = �/ AN KIND OR NATURE WHATSOEVER TO ESTABLISH, EXAMINE, SURVEY, • I ily A n mm Date CONSTRUCT, ALTER, REPAIR, IMPROVE, MAINTAIN OR PROVIDE - � I �} I - :5 UTIL. 4- DRAINAGE EA5gAFJVT p ' DRAINAGE OR SNOW REMOVAL ON A PRIVATE ROAD. TINS I. 40 ¢Z3.93 ' � I � � by �= Founa' % ..rebor w�co�o ,C. S. 996 7 Chi?, - /PS E'. S�n�son (I h v� �� n, REQUIREMENT IS AND SHALL RUN WITH TI IE LAND AND SHALL BE ' i ( ? I I�; 0 _ ,�� -s/ "rebo w�cra G•5. / 3775 STATE OF WASHINGTON) BINDING UPON THE OWNER(S), THEIR HEIRS, SUCCESSORS OR ASSIGNS, INCLUDING THE OBLIGATION OF PARTICIPATE IN THE MAINTENANCE If /3a , I ( ,� (� I 22, .242.5 8. 0 p '� �isis ors iii/y = Siir,Psor� .Po. S. A`: 33 P 80. )ss OF THE PRIVATE ROAD AS PROVIDED HEREIN. � n I DRAINAGE - J • COUNTY OF SPOKANE ) - � - - • - - - - - - - - - - I - PEA T/1E it/lJ,Q7L/ RGNTOF tNAl L/iY£ QF /NLVfJi1G�l ' AI /ENVES�/DIN/i/ _ EASEMENT I I zo' This is to certify that on this ZS day of Move moc'7� 191, before me, the undersigned, a 6 PROVIDES A MEANS OF S AND EGRESS SS FO HOSE LOTS WIT 70" ¢,h p� Notary Public, personally appeared Herbert Comm and L ily Ann Comm, husband and wife, known THE BINDING SITE PLAN HAVING FRONTAGE THEREON. is , 15 236.70 / 2/0.00 Soo to me to be the individuals who executed the within and foregoing instrument and acknowledged the /Soo SDCJTN /o.00 it/0.2 /5.00 � oFOic grEp ei�s�r oFSC%eY h� said instrument to be their free and voluntary act and deed for (lie uses and purposes herein 6. A PUBLIC SEWER SYSTEM WILL BE MADE AVAILABLE FOW THE BINDING 7- -,� mentioned. SITE PLAN AND INDIVIDUAL SERVICE WILL BE PROVIDED TO EACH LOT PRIOR TO SALE. USE OF INDIVIDUAL ON -SITE SEWAGE SYSTEM SHALL - - h S. 89 hi ¢/h,70 NOT BE AUTHORIZED. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal and day and year 7. USE OF PRIVATE WELLS AND WATER SYSTEMS IS PROHIBITED. S.W. Corr��r rrac / /08 /"o. a. Jil/D/A/Vi9 A YE'/t/t le' first above written. 65' BUILDING 5E MAC K 8 DRAINAGE EASEMENTS, AS PLATTED AND SHOWN HEREON, WHICH ARE ALONG INDIANA (T SURVEYOR'S CERTIFICATE ` FOR THE PURPOSE OF INSTALLING, OPERATING AND MAINTAINING � N otary FOR in a d for thefState of DRAINAGE SWALES AND DRAINAGE FACILITIES TO DISPOSE OF RUNOFF, ARE HEREBY GRANTED. T HE COUNTY OF SPOKANE IS THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY M? OR UNDER MY M P s N9 Washington, residing in MOA t/es,/� HEREBY GRANTED THE RIGHT OF INGRESS AND EGRESS TO ALL DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS _OF THE SURVEY '``. "~ DRAINAGE EASEMENTS ADJACENT TO THE PUBLIC RIGHT -OF -WAY. COUNTY UTILITIES DEPARTMENT RECORDING ACT THE PROPERTY OWNER SHALL MAINTAIN THE DRAINAGE SWALE WITH IN WITNESS WHEREOF, THE AFORESAID OWNERS HAVE HEREUNTO SET THEIR A PERMANENT LIVE COVER OF LAWN TURF, WITH OPTIONAL HAND PON THE DATES SH N SHRUBBERY AND /OR TREES, WHICH DO NOT OBSTRUCT THE FLOW EXAMINED AND APPROVED THIS DAY OF _, 19 AND PERCOLATI OF STORM DRAINAGE WATER IN THE DRAINAGE LAWRENCE L. LEINWEBER SWALE AS INDICATED BY THE APPROVED PLANS. L.S. 13776 Richard B. Jarvis Date DIRECTOR, SPOKANE COUNTY UTILITIES 6 % cr C rv�41 Frtz� COUNTY ENGINEER _ Rdth L. Ja s Date EXAMINED AND APPROVED THIS : DAY OF ' 19 THE PRIVATE ROADS AND DRAINAGE EASEMENTS ARE SUBJECT TO THE STATE OF WASHINGTON) SEPARATE DECLARATION OF COVENANT AS RECORDED owe.3o,,i9W UNDER ) AUDITOR'S DOCUMENT NO. 911.30„0324' WHICH BY REFERENCE SPOKANE COUNTY ENGINEER COUNTY OF SPOKANE ) IS MADE A PART HEREOF, This is to certify hat on this day f , � /40PIC 4 19 _4� before me, the undersigned a COUNTY PLANNING DEPARTMENT Notary Public Y personally app( d Richard B �s and L. Jarvis husband and wife known Y P Y , COUNTY COMMISSIONERS to me to be the individuals who executed the within and foregoing instument and acknowledged EXAMINED AND APPROVED THIS DAY OF 19 the said instrument to be their free and voluntary act and deed for the uses and purpcses THIS BINDING SITE PLAN WAS APPROVED AND ACCEPTED BY 7 COUNTY herein mentioned. COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON, ON Tt wS DAY DIRECTOR, SPOKANE COUNTY PLANNING DEPT. OF ' 19 COUNTY HEALTH DISTILi ICT IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal and day and year RE CEIV ED � � �' CHAIRMAN, SPOKANE COUNT rOMMISSIONERS first above written. J111 06 EXAMINED AND APPROVED THIS DAY OF , 19 - JUL 9 .61992 Notary Public, in d o the State o Washington, residing in . , A Jetr s pomm "oO EW ER SPOKANE COUNTY HEALTH OFFICER COUNTY TREASURER C u 0 jw COUNTY ASSESSOR I DO HEREBY CERTIFY THAT ALL TAXES WHICH HAVE BEEN LEVIED AND Mr Comm, 101ros W: R E - VISIONS SCALE '- - - -... BECOME CHARGEABLE AGAINST THE LAND SHOWN WITHIN THIS MAP HAVE -� - e .._ EXAMINED AND APPROVED THIS DAY OF 19 BEEN FULLY PAID THIS DAY OF 19 �► Taylor Engineering, Inc. so Civil lksign and Land Planning SPOKANE COUNTY ASSESSOR BY DEPUTY SPOKANE COUNTY TREASURER BY DEPUTY �• AF y � `' s r ' PLAN .• r( tll: w mot' DwN. L. �. DATE: 6ls 90 APR: '6 S / A1D. ,28 90 CK'D: DAI'E: APP: S 4 JE> At rtT4L, A , )4D ��1.:i x oi= >•:c:L o r•• COUNTY ENGINEER Gentlemen: Ronald C. Hormann, P.E. COUNTY ENGINEER ^'LSJX 0W0X 99260 Date: 1 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. Thank, you. Very truly yours, Ronald C. Hormann, P.E. Spokane County Engineer *GarS. Nelson, P.E. Planning Engineer GSN28 7:sla Attachment Public Works Building North 811 Jefferson Street Spokane, Washington 99260 (509) 456 -3600 SPOKANE COUNTY COURT HOUSE B.S.P. NO. 28 DRAINAGE PLAN AM BU RLINGT ON NORT HE �L RN Rq to.4 p 50 25 0 50 100 IN PAVED AREA SET DRYWELL GRATE .17' BELOW. FINISH GRADE AS SHOWN ON '-f- — _ _ _ SCALE FEET PLANS. METAL FRAME AND GRATE: TYPE `- 1963 _ I OR 2 . 208 DRAINAGE S WALE BOTTOM OF SWALE �qro'T -- - - - �� AS SHOWN ON PLANS. METAL FRAME 1864 _ AND GRATE :TYPE "3 i _ •_ ��1 — '' -1 _ 96 5 _ FINISHED GRADE P AVED SURFACE —ti 67 -- - - - - -- 6" \ _ PAY uMns �- -� 208 AREA METAL FRAME 13, z I --- 1--- - - --- / 1 / / / ♦ l - �` `_" GRATE I IIF - i I _ CONCRETE RISER -RINGS ____ TYPE 3 L - - -- - -_ -�4 1 MORTAR IN PLACE : 2E / I �1 /� �� ♦ ` _ _� i 4" CONC. SLAB �\,� ---- - - - _--_ -1966 w .. .. .. --- ; `, .. .. .. .. .. .. .. " i (p -1966 w (TYP.) { % �` 3 / (� / _ - \ �° 65� 1964 TYP. i ( ) ® . \ 1 FILTER FABR / / / ♦ �i / GRAVEL r � I w Z BACKFILL, 1 it SEE NOTE 1 / / / ♦ i I 1 / cn if I - SLOPE 1/2 TO 1 ® � � DRAINAGE i i 1� � n � OR FLATTER / / ® 5 i I . Q I 48 LD. 1 BASIN DESIGNATION / ESMNTS. / i ' II 1 " 1 I 24 I UNDISTURBED MATERIAL CL SKIPWORTH' L ANE (TYP.) 5" x5' -o" DIA. • / / - -G - j \ ` PRECAST CONC. BASE \ / 6 � r � � � � NOTES: 3 TYPE B DRYWEL L S i � / „ DRYWELL — TYPE "A" / II �� i � ' � 1. GRAVEL BACKFILL FOR DRYVV ELLS S HALL BE 1 « To 3 / i /� / I NATURAL GRAVEL .I SEE ROAD PLANS WASHED QUANTITY: SPOKANE COUNTY STANDARD _ BASIN BOUNDRY TYPE "A" 30 C.Y.„ (TYP) - PRECAST DRYWELL / / f I TYPE II B" DRYWELL IN PAVED AREA SET DRYWELL GRATE .I7 r r i SEE ROAD PLMt BELOW FINISH GRADE AS SHOWN ON PLANS. METAL FRAME AND GRATE: TYPE I OR 2 I IN E' 208 DRAINAGE SWALE SET DRYWELL GRAT 6 �� ABOVE BOTTOM OF SWALE AS SHOWN ON ' FINISHED GRADE PLANS. METAL FRAME AND GRATE: TYPE "3" / 1 / PAVED SURFACE FINISHED GRADE PAY (JMffS T- •- - -°-' -T 6 208 AREA I ' / / / ? 0 / METAL FR�AME b Z — I -- DRAINAGE I I \9't TYPk: a - m P- -r------ --I- -1 --- CONCRETE RISER BLOCKS ' _ _ MORTAR IN PL ESMNT. $ - i b 4 „ Z CONC. SLAB _ \ ,-1969 r I ® ,r X INDIANA A IYP. REVERSE TONGUE TYP. EDGE OF ROAD / BOTTOM ® OF SWALE OR SIDEWALK DRAINAGE 5 DISTANCE SHOWN ON PLANS 5' W i L� = D I t / EASEMENT n 1 d 1 GRAVEL 1 1 GRAVEL af % D.W. LID ELEV. SEEKNOTE 1 i BACKFILL, TYPE "A” DRYWELL SEE 6" 8" MIN. SEE NOTE 1 ROAD PLANS -_ ,� w z I T SEEPAQE a� s f 1 }- 0 1 1 a TO BE GRASS SODDED (TYP.) I I SLOPE 1/2 TO 1 o OR FLATTER SPOKANE COUNTY STANDARD TYPE "A" OR "B" DRYWELL AS I 1 SHOWN ON PLANS -' i 48" I.D. I UNDISTURBED MATERIAL E s-�""" ° I I 24" p0 A FILTER FABRIC TYPICAL 208 SECTION HT Y-7p". T L ON' �`_1 � r " x5' -0" DIA. - - u1_ ° _ - �Q �/ - Fyy - NO, SCALE PRECAST CONC. BASE u runt •` �; �so,0 �, FA1 t " jR EYE c Z w _ - . DRYWELL -- TYPE B" r RIETTA E � �. w � ' � ��►�, _ wE. m A 4 NOTES . _ - fi "'••;� yr EAau t 1. GRAVEL BACKFILL FOR DRYWELLS 'SHALL BE 1" TO 3 SPOKANE COUNTY STANDARD 61 f✓� x = PROJECT Eawl WASHED NATURAL GRAVEL PRECAST DR ! rr E L AysnE MANSFIE 'S SITE , AN F�[LOAn QUANTITY: KN M FRONT BACK TYPE « B" 4 0 C.Y. . Kr" r `w"s" '" -� INIgANA ° "'`�- '�""' ~ -' =-Mu �19� " , " " 7'-4« _ - i A I eoo• , , R. 'o f r . — __.r -r-.. 90 4 2 —0 4 3 • —9 " 3'-9 W -i N � � - # BARS ® .... 9 "° . , Iv nl 6x6 -10/10 MESH 8" O.C.E.W. OR i .� Iil[A �.. PR ELIMINARY _ o •26 "' o � IN BASE _ w I eoo W / 90 Isoo E = USTA .. ► a1c � 11�1�� A J .. _z`T IN TOPS ----------------------------- `- OT 6�O COSTR° iC W ? 10."i1 .. . MAX 1NL «. s�� XYYELL• o.. fz _ CHIP OUT LIP QN -_ �" �, > avE SHi F;j A AND REMORTAR 7 -11 JU L 02 1 TY / 54D END ELEVATION SIDE ELEVATION REVISIONS SCALE SIDEWALK CURB INLET s Taylor Engineering, Inc. 11 1 NOT TO SCALE 1=50 Civil Design and Land Planning OWNERS APPROVAL a PLAN NUMBE B.S.P. N0. 28 DWN.. DATE: APP. DRAINAGE PLAN SIGNATURE DATE CK D: DATE APP.: J 0 Draw f: D to OFFICE OF SCALE SPOKANE COUNTY ENGINEER gned By: Approved: Desi g �� HORIZONTAL I I I 811 Jefferson St. COUNTY ENGINEER = 50� Checked By: �� _ Spokane Wa. 99260 No. Date By Ckd. Appr. Revision VERTICAL - 10 456- 3600 Date: B.S.P. NO. 28 INDIANA AVENUE ROAD PLAN 6 ,46 "V J (ROAD) SHEET 2 o f __ 9-25-44 REGION NO. STATE FED. AID PROJECT NO. SHEET NO. to WASH OF SE. 1/4 SEC.9 T.25 R.44E SKI PWORTH LANE i . . I . RIGHT OF WAY SPOKANE COUNTY 1 :4' -4 -C) O "STDS. AND IN AC- CORDANCE WITH - TYPE "B" DRY ELL THE M.U.T.C.D. 28 RT. OF STA. 2 +98 7 TOP OF GRATE = 1965.8 ..... .... ... ER6726 SEWER 0 ...... .. EASMENT - Y_ CURVE, D8,1�k \ G\ �� WOO PQ 0 . ` ` :`'' : :.::. ` R= 150.00 0 4- cy cv T= 1150.0 L= 235-5 — N ro - 0D Vj ....... ... ... E.R. 6770 10 15'DRA I NAGE 'b' % ............. ....... A EASEM�NT x 6i > ............. R=30' TQ.6aQ 0- 7 6 5 . . . . . . . . . . . . J ..... ....... ...... INSTAI-L "PRIVATE .... CENTER CUL-DE-SAC ROAD SIGN AS PER SKIPWORT NE EL.1968.2,5 SPOKANE COUNTY - 74\STDS. AND IN AC- STA.4 +32.16 0I. CORDANCE WITH THE M.U.T.C.D. (TBM) P. K. NAIL IN z E.R. 68.70 ER 'POLE POWER Z lL % ELEV. 1971.91 STA.0+001 SKIPWORTH LN.= / \ '',''/�) . STA. 2 + 36.79 INDIANA wfiwdF 7 VACATED \ 1 I 1.5' 2% 5 A A. O AL-DUAI 5' UTILITY & DRAINAGE I EASEMENT CONCRETE SECTION le'2 PAVEMENT (CLASS b ELEVATION OF TRANSITION DITCH TO DEPTH EDGE OF NEW ROAD —\ SHOWN IN SECTION 2 AT .NOTES: .0075 FT/FT. I. THE TOP COURSE FOR ALL BASE SECTIONS SHALL BE 6" OF 5/8" MINUS CRUSHED 1.5 1.5 SURFACING. BASE SHALL CONFORM TO ALL BOTTOM OF DITCH EL. = 6 5.3 W.S.D.O.T -SPECS. lit 2.ALL ACP SHALL BE CLASS 11 B 11 IN ACCORDANCE SECTION 2 TRANSITION BOTTOM OF SWALE TRANSITION SECTION 2 WITH W.S.D.OT. SPECS. WITH MIX DESIGN - 111110- APPROVED BY SPOKANE COUNTY. TRANSITION TO SWALE DETAIL A—A WOODWARD ST 4. CL 0 I 2 3 4 5 1 1970 .......... ....... • m 1.0 IN .......... Icd V.C. F - 7i�� 4.5 15' 15' 40' ROAD EASENIEN 30 IrL I � 0 ✓J O• , v c v • O,belw• . Gy ..�. 6" CRUSHED SURFACING TOP COURSE "CALL BEFORE YOU DIG' 1=456=8000 1 11 OWNERS APPROVAL SIGNATURE DATE (ROAD) Date Designed By: 10WA2 SCALE OFFICE OF SPOKANE COUNTY ENVINEER Approved: B.S.P. NO. 28 SHEET 19 -_4e — 1 " =50' N. 811 Jefferson St. COUNTY ENGINEER SKIPWORTH LANE 60 4�0 , C= HORIZONTAL 1 It 10 - VERTICAL Spokane We. 99260 Date: 456-3600 ROAD PLAN x" 5 3 o f No. Date By Ckd. Appr. Revision 9-25-44 m6mm" A Y Taylor Engineering, Inc. W. 106 Mission Avenue. Suite 206 Spokane, Washington 90201 R 9 328 -9971 X 328 -8224 TO: WE ARE SENDING YOU W ATTACHED Q UNDER SEPARATE COVER VIA THE ITEMS: Q SHOP DRAWINGS wPRINTS Q PLANS ANALYSIS Q SPECIFICATIONS 0 COPX or IZmR ® CHANGE ORDER Q ® - N om. VIM e P. ' � e THESE ARE SUBMTrTED AS CHECKED BELOW: Q FOR APPROVAL Q APPROVED AS SUBMITTED Q RESUBMIT COPIES FOR APPROVAL D FOR YOUR USE Q APPROVED AS NOTED Sm T1' COPIES FOR DISTRIBUTION Q AS REQUESTED Q RETURNED FOR CORRECTIONS' Q RETURN CORRECTED PRINTS FOR REVIEW AND COMMENT O AP LETTER OF TRANSMITTAL WE ARE SENDING YOU W ATTACHED Q UNDER SEPARATE COVER VIA THE ITEMS: Q SHOP DRAWINGS wPRINTS Q PLANS ANALYSIS Q SPECIFICATIONS 0 COPX or IZmR ® CHANGE ORDER Q ® - N om. VIM e P. ' � e THESE ARE SUBMTrTED AS CHECKED BELOW: Q FOR APPROVAL Q APPROVED AS SUBMITTED Q RESUBMIT COPIES FOR APPROVAL D FOR YOUR USE Q APPROVED AS NOTED Sm T1' COPIES FOR DISTRIBUTION Q AS REQUESTED Q RETURNED FOR CORRECTIONS' Q RETURN CORRECTED PRINTS FOR REVIEW AND COMMENT O AP LETTER OF TRANSMITTAL I ti SPOKANE COUNTY �I�DI�� SITE PLAN NO. 28 IN THE S. VV 1/4 OF SECTION .9, T.25N. R.44 E.,W.M. AUDITORS CERTIFICATE FILED FOR THIS • 7 RECORD DAY OF 19— ............. . . .... . ...... ... SPOKANE COUNTY WASHINGTON JUNE 1990 AT M. IN BOOK—OF AT PAGE AT THE OF REQUEST COUNTY AUDITOR DEPUTY LEGAL DESCRIPTION ALL THAT CERTAIN REAL PROPERTY BEING A PORTION OF PINECROFT FIRST Ir 'U" 0 ADD riON, ACCORDING TO PLAT RECORDED IN VOLUME' F PLATS, PAGE 35, IN THE S.W. 1/4 OF SECTION 9, T.26N., R.44E., W.M., SPOKANE COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS.' BEGINNING AT THE SOUTHWEST CORNER OF TRACT 108 OF SAID PLAT OF PINECROFT FIRST ADDITION; THENCE NORTH 15.00 FEET; THENCE IN M S.89039'45'W., 15.00 FEET, TO THE CENTERLINE OF JOHNSON ROAD; ijann. NORTH ALONG SAID in Puliq V T TXTV 990 70 FEET T T SOUTH I LA I I RIGHT OF WAY LINE OF THE BURLINGTON NORTHERN RAILROAD; THENCE S.80 ALONG SAID RIGHT OF WAY LINE, 906.62 FEET, TO 'A THE CENTERLINE OF VACATED BOWDISH STREET; THENCE SOUTH, ALONG SAID CENTERLINE, 176.24 FEET; THENCE S.89*39'45'W., 150.09 FEET; THENCE N.88 64.92 FEET; THENCE S.89'16'45'W., 231.73 FEET, TO THE CENTERLINE OF VACATED WOODWARD STREET; THENCE SOUTH, ALONG SAID CENTERLINE, 190.30 FEET; THENCE S.89 15.00 FEET; THENCE SOUTH, 10.00 FEET, TO THE SOUTHEAST CORNER ��; N I aw -s4s.3 OF TRACT 108 OF SAID PLAT OF PINECROFT FIRST ADDITION; THENCE N o �) S.89 ALONG THE SOUTH LINE OF SAID TRACT 108, 416.70 FEET o TO THE POINT OF BEGINNING. AREA = 7.286 ACS. 53,999, C141 CONDITIONS AN ADDITIONAL 15.00 FEET OF RIGHT OF WAY ALONG INDIANA AVENUE AS SHOWN HEREON IS HEREBY DEDICATED TO SPOKANE COUNTY FOR PUBLIC 25' SU14P110 SETBACK ROAD PURPOSES. ALONG 51OPWRTH LN. (Typ.) 5 + 1 . NO LOT SHALL BE FURTHER SUBDIVIDED FOR THE PURPOSE OF DRAIWE E6AJJT CREATING ADDITIONAL LOTS, OWNERSHIPS OR LEASED PARCELS WITHOUT FIRST FILING A REPLAT OR ALTERING THE FINAL BINDING — — I (— — � � _ ( �\ � � � I ;� SITE PLAN. DRAINAGE 2. SIDE YARD AND REAR YARD SETBACKS SHALL BE DETERMINED AT THE -q R TIME BUILDING PERMITS ARE REQUESTED, EXCEPT THAT SOME EmEmeNny 6- 53 0 A00 JUDGMENTS MAY BE MADE ON THIS FINAL PLAT DOCUMENT AS TO _ scp /e /'� SO v I �' �� /�, e SIDE OR REAR YARD STATUS. THE SETBACKS INDICATED ON THIS SUBDIVISION MAY BE VARIED FROM IF PROPER ZONING OR VARIANCE 40 00 6 6 APPROVALS ARE OBTAINED. , & 4q 2 9 7 R-5 3. THE PUBLIC WATER SYSTEM, PURSUANT THE WATER PLAN APPROVED D y' v BY COUNTY AND STATE HEALTH AUTHORITIES, THE LOCAL FIRE (� �, 00 DISTRICT, COUNTY BUILDING & SAFETY DEPARTMENT, AND WATER PURVEYOR, WILL BE INSTALLED WITHIN THIS BINDING SITE PLAN, 23/. 7-4 AND THE SUBDIVIDER SPONSOR WILL PROVIDE FOR INDIVIDUAL S V 0 z — — 04, A I 40- DOMESTIC WATER SERVICE AS WELL AS FIRE PROTECTION TO EACH 0 5:89 *16 -5. gg 0-594S" 'W. LOT PRIOR TO SALE OF EACH LOT AND PRIOR TO ISSUANCE OF A R -0 BUILDING PERMIT FOR EACH LOT. "o 2.6, 6 70.91 IN WITNESS WHEREOF, THE AFORESAID OWNERS HAVE HEREUNTO SET THEIR \ 4. WARNING: SPOKANE COUNTY HAS NO RESPONSIBILITY TO BUILD, HANDS UPON THE DATES SHOWN. % / `Mv '' `� I� ti IMPROVE, MAINTAIN OR OTHERWISE SERVICE THE PRIVATE ROADS ( 1 I �' � � �- ? ORAIqAGE k 1;1� / "r CONTAINED WITH OR PROVIDE SERVICE TO THE PROPERTY I III " Z7 EASEAIWr Z q 4, DESCRIBED IN THIS BINDING SITE PLAN. BY ACCEPTING THIS BINDING lu 7 __ ,j Z SITE PLAN OR SUBSEQUENTLY BY ALLOWING A BUILDING PERMIT TO H Comm Date BE ISSUED ON PROPERTY ON A L PRIVATE ROAD, SPOIUNE COUNTY N I I z A9. 7�1 ASSUMES NO OBLIGATION FOR SAID PRIVATE ROAD, AND THE OWNERS 70 zo, 5 1 "Z HEREBY ACKNOWLEDGE THAT THE COUNTY HAS NO OBLIGATION OF ANY KIND OR NATURE WHATSOEVER TO ESTABLISH, EXAMINE, SURVEY _ —� - -- ( (� --) IV07, Uz- ily Ann mm Date CONSTRUCT, ALTER, REPAIR, IMPROVE, MAINTAIN OR PROVIDE UTIL. 4- DRAINAG EASEMENT ',reba,- vlca L.S. 5�96 7 Chz-les z DRAINAGE OR SNOW REMOVAL ON A PRIVATE ROAD. THIS 9_3 41 REQUIREMENT IS AND SHALL RUN WITH THE LAND AND SHALL BE o ; , f 5/ jvl _1. 1377 STATE OF WASHINGTON) BINDING UPON THE OWNER(S), THEIR HEIRS, SUCCESSORS OR ASSIGNS, INCLUDING THE OBLIGATION OF PARTICIPATE IN THE MAINTENANCE jss OF THE PRIVATE ROAD AS PROVIDED HEREIN. �j jr -, e 7 4 , r 41 COUNTY OF SPOKANE ,r r, ( DRAINAGE 1 2 1 5. THE PRIVATE ROAD AS SHOWN HEREON IS AN EASEMENT WHICH ,CA54F1VVVr_ This is to certify that on this day of h/o✓d'M66K 19 9 1, before rile, the undersigned, a PROVIDES A MEANS OF INGRESS AND EGRESS FOR THOSE LOTS WITHIN 7 70' Notary Public, personally appeared Herbert Comm and Lily Ann Comm, husband and wife, known THE BINDING SITE PLAN HAVING FRONTAGE THEREON. 16' 256.70' SOO to me to be the individuals who executed the within and foregoing instrument and acknowledged the ' S J� said instrument to be. their free and voluntary act and deed for the uses and purposes herein 6. A PUBLIC SEWER SYSTEM WILL BE MADE AVAILABLE FOR*THE BINDING SovTH 5-89 IX- mentioned. SITE PLAN AND INDIVIDUAL SERVICE WILL BE PROVIDED TO EACH LOT 7 /5.4040 PRIOR TO SALE. USE OF INDIVIDUAL ON-SITE SEWAGE SYSTEM SHALL 8 9 0 -59 _A5 1i�/ nl NOT BE AUTHORIZED. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal and day and year 7. USE OF PRIVATE WELLS AND WATER SYSTEMS IS PROHIBITED. first above written. 65' BUILDING 5E7_13A(_K ffissssssses" QWV" opt �Z DRAINAGE EASEMENTS, AS PLATTED AND SHOWN HEREON, WHICH ARE ALONG INDIANA ON SURVEYOR'S CERTIFICATE SUM L CWBU Public, FOR THE PURPOSE OF INSTALLING, OPERATING AND MAINTAINING 0 i for tht state of DRAINAGE SWALES AND DRAINAGE FACILITIES 'TO DISPOSE OF Washington, residing in RUNOFF, ARE HEREBY GRANTED. THE COUNTY OF SPOKANE IS COUWV Of SPOKANE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY m Comm. Expires OCT. 18, 1995 HEREBY GRANTED THE RIGHT OF INGRESS AND EGRESS TO ALL DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY ------- DRAINAGE EASEMENTS ADJACENT TO THE PUBLIC RIGHT-OF-WAY. THE PROPERTY OWNER SHALL MAINTAIN THE DRAINAGE SWALE WITH COUNTY UTILITIES DEPARTMENT RECORDING ACT. IN WITNESS WHEREOF, THE AFORESAID OWNERS HAVE HEREUNTO SET THEIR A PERMANENT LIVE COVER OF LAWN TURF, WITH OPTIONAL 7z9 HAND PON THE DATES SH N SHRUBBERY AND/OR TREES, WHICH DO NOT OBSTRUCT THE FLOW EXAMINED AND APPROVED THIS DAY OF ' 19 — AND PERCOLATION OF STORM DRAINAGE WATER IN THE DRAINAGE LAWRENCE L. LEINWEBER I/ — SWALE AS INDICATED BY THE APPROVED PLANS. L.S. 13775 Richard B. Jarvis Date DIRECTOR, SPOKANE COUNTY UTILITIES COUNTY ENGINEER R h L. Ja�rvTs Date ' EXAMINED AND APPROVED THIS DAY OF ' 19 THE PRIVATE ROADS AND DRAINAGE EASEMENTS ARE SUBJECT TO THE STATE OF WASHINGTON) SEPARATE DECLARATION OF COVENANT AS RECORDED z)ze.,3o,i991 UNDER jss AUDITOR'S DOCUMENT NO. 2//.zw4.3z4- WHICH BY REFERENCE SPOKANE COUNTY ENGINEER COUNTY OF SPOKANE IS MADE A PART HEREOF. T This is to certify that on this 22 day of Aj!oSeefft4e 19 Ql, before me, the undersigned a rzi54o-y v= COUNTY PLANNING DEPARTMENT Notary Public, personally appeared Richard B. Jarvis and uth L. Jarvis, husband and wife, known P ®f APPr4-6✓A-L_ AS SaoN COUNTY COMMISSIONERS to me to be the individuals who executed the within and foregoing instument and 3oAmsetw PAD ( 5 yAce EXAMINED AND APPROVED THIS DAY OF the said instrument to be their free and voluntary act and deed for the uses and purposes THIS BINDING SITE PLAN WAS APPROVED AND ACCEPTED BY THE COUNTY herein mentioned. COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON, ON THIS DAY DIRECTOR, SPOKANE COUNTY PLANNING DEPT. OF ' 19 COUNTY HEALTH DISTRICT IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal and day and year CHAIW�`,_ -'�,N, SPOKANE COUNTY COMMISSIONERS first above written. PRELIMINARY C EXAMINED AND APPROVED THIS DAY OF '.19 rnp n , Notary Public, inland fofthe State of Washington, residing in SPOKANE COUNTY HEALTH OFFICER COUNTY TREASURER A TA�L I box www MR 1 * *01 C 0 UWW y COOP ] COUNTY ASSESSOR I DO HEREBY CERTIFY THAT ALL I HAVE BEEN LEVIED AND my ON^ 1101fa off. if, I U REVISIONS SCALE AWA ® Taylor BECOME CHARGEABLE AGAINST THE , SH� '.. WITHIN THIS MAP HA VE Engineering, Inc. sn Civil Dcsign and land I' luilaing EXAMINED AND APPROVED THIS DAY OF jq BEEN FULLY PAID THIS DAY OF ' 19 7 �. 4ASURERBYDEPUTY SPOKANE COUNTY ASSESSOR BY DEPUTY SPOKANE PLAN NUMBER 7 • _ • �� AAA : DATE: !& APR:— 2ty OWN. - .90 CK D. DATE: APR: At B.S.P. Nth. 28 DRAINAGE PLAN {'I{ 4 i t Y r I BU RLING7.ON _ f RTHERN RA ILROAD _ 50 25 0 50 100 a_ - -_ -IN PAVED AREA SET DRYWELL GRATE .17' BELOW FINISH GRADE AS SHOWN ON ;I SCALE F EET PLANS METAL FRAME AND GRATE: TYPE I _ _ ( OR 2 , a 19 63 ANA _ - / - - 208 DRAINAGE SWALE SET DRYWELL _ t, ,1967 _ _ GRATE 6 ABOVE BOTTOM OF SWALE - AS SHOWN ON PLANS. METAL FRAME AND GRATE : TYPE ,13„ FINISHED GRADE GRATE PAY PAVED SURFACE No i = L1MfTS 6' 208 AREA METAL FRAME � ------- -- ' — E' ( 6c _Z t_- -�—____- - - -t-- IfF TYPE 3 -1 IL- -1- --- - -- -t �'-- CONCRETE RISER -RINGS - __._ - o z r -- ; MORTAR IN PLACE 1 ^ \ r - - - _ - _ - - _ - _ _i r4" CONC. SLAB \�? — — r l l \ / \� - -� - - 1966 w 12' i ti - 12o' cl- 1 / � _ - '1' w (TYP.) i i (TYP.) 3 / / / / / \ "; \g6 1964 �r 1 to \`� Q r i i i / / • ii its i GRAVEL r Li TYPE 11 A" DRYWELL SEE / ROAD PLANS f to F w Jl �/T ftlU' �' f La =''� . , �IS1i BYIEbL FAl aNl�t 'No• el1Ci�S E.YE � tyE r \ emu 2 FLT YJINi � ,(a� f MANIETTA U'K[Y[= _JINA Q .d k.NS �j�j 'NCY ✓1 O \: ��. i AvE nn m -C ►IA Lf 3 5L F— >< - ' %'_lE�ilt4 �ew z PROJECT �[ ►A' , rc p e r AySHEi 41 ,MAN ESi1 t� <� S,T IELU AVE Cejt�� Nr •M� � ,- " •�' M., a _ i � ' � � �lia�sr .. � , --- � — �' -.�—� 'I I ANA - 7- Y� �'ry $ I� .1 �' _ 1 K a7RtYCl7 =" "..'°'' 1 =, - 1_ - -- --- .INRIANAi: — \• 1 � DIAN W J - UWb ANA Irpp. v o 10 Iu off" ..0 . ` r �uwim - �_� • vw [x A. �N A � d 112;11 I.a r ,n. 2• 331 'N jpA isua_ El-_ —�-6' GUSTA Iroo '� �. ! ► ttK L1Y. I�� PV- 1— - -1 — I n z - ■ua hIAX IN�(� —' r _y �8�L1._� _ s.µ.. yr L'i i t+exrr[�y z : x __ ,, ; 51 I SI AVE AVE SHA 'YI U� BVQ i7 otaN.t o� c�$ .. �:.i� ....� o •o...- !IC/NM A441 BACKFILL, SEE NOTE 1 �..� �� v) SLOPE 1 /2 TO 1 y o o 0 i OR FLATTER j I r r / / \ 5 i I I m° Q 00 1 48" 1. D. AN till OD LLJ Of i 24 UNDISTURBED / ` MATERIAL �N t I G: Ki , i� / - _ \ j I i (TYP.) 5"x5'-Y' DIA. i PRECAST CONC. BASE � I d 1\ I DRYWELL — TYPE "A' ' , I SPOKANE COUNTY STANDARD 1_ - : -_ _.—_ _ i _ -� , N OTES: PRECAST DRYWELL r 1. GRAVEL BACKFILL FOR DRYWELLS SHALL BE 1" TO S ' 1 WASHED NATURAL GRAVEL �� I 'I QUANTITY: BASIN BOUNDRY TYPE "A" 30 C.Y. (TYP) f < IN PAVED AREA SET DRYWELL GRATE .17 BELOW FINISH GRADE AS Sri OYJN ON PLANS, I METAL FRAME AND GRATE: TYPE "I "OR"2" . f ;€ 1a IN 208 DRAINAGE SWALE SET DRYWELL GRATE 6" ABOVE BOTTOM OF SWALE AS SHOWN ON ' FINISHED GRADE PLANS. METAL FRAME AND GRATE: TYPE "3 I PAVED SURFACE FINISHED GRADE / � 6" 208 AREA ¢I M PAY IJMFRAME r -------- T \9 CRATE b z i - i---- - - - -L� °ll1a�1 TY 3 r-- r--------- r-- r --- -- CONCRETE RISER BLOCKS b MORTAR IN PLACE 1 /- 4' CONC. SLAB WE O EM wimmmum Am Illwalimp 1 12" 3 ^ 12" A VE Ld TYP. REVERSE TONGUE NP, EDGE OF ROAD & GROOVE (TYP.) DRAINAGE BOTTOM OF SWALE OR SIDEWALK n EASEMENT 5't DISTANCE SHOWN OPI PLANS 5' W w GRAVEL 1 GRAVEL D.W. LID n BACKFILL, 1 i BACKFILL, SEE NOTE 1 3 8 MIN. Q :D w z_ i T SEEPAGE A n I s 7 I t Q o I ENTIRE "208" DRAINAGE SWALE TO BE ; ; SLOPE 1/2 TO 1 SPOKANE COUNTY STANDARD GRASS SODDED TO TOP OF BACK SLOPES o C� D OR FLATTER AS A MIN IMUM (TYP.) TYPE " OR «B„ DRYWELL AS SH OWN ON PLANS -' 48" 1. D. J UNDISTURBED f I MATERIAL 24' , o FRONT B 2 1 I �- 3' -9" 3 #4 6x6 -10/10 MESH � BARS C-) IN BASE - I 8" O.C.E.W. L IN TOPS 33 -1 /4!' CHIP OUT LIP AND REMORTAR 7'-11" D H TY:lp� -0" DIA. PRECAST CONC. BASE NOTES: DRYWELL — TYPE "B" 1. GRAVEL BACKFILL FOR DRYWELLS SHALL BE 1" TO 3" SPOKANE COUNTY STANDARD • WASHED NATURAL GRAVEL PRECAST �� /�t QUANTITY: S ' 1IY L B A TYPE "B" 40 C.Y. P RELIMINAR Y NO Fn EN ELEVATION SIDE ELEVATION �. B it 9 REVISIONS SIDEWALK CURB INLE Ar�p E rn^ A TO SCALE ��P. , y -,' �/ lti\ lur 1.1> ilccrii ii li>C . ( 1%11 (,. ti,, .;1111 Land 1'1,1111111..; — 1 _5 C OWNERS APPROVAL � 1 B.S. P. NO. 28 �. _ r'Af —a�— 9/ p . �.v,J. DMA DATE: o APF DRAINAGE PLAN SIGN E DATE I- 1 . • _.._ �'�: ( DATE: APP.: 46 15 GRAVEL TRANSITION SECTION 4 BEGIN CONSTRUCTION STA. 0+00 i I I I I S �C.9 'f. 25N R.44E o✓ REGION NO. STATE 10 WASH FED. AID PROJECT NO. Sri EET NO. OF (FUTURE) I 1.0 (1 L0'I 6' 10' 10 20 6' I � ,r 1 ° 5 _ _ o I p (� r o o, J: O�.fi.�G'U �` v•- 6 u� 6 G c Uu r o UU o0 aG •'' >' I.0' :�, � 1�� QLC Q c � oC.°.b - 0 �(�oDd G �O .wv OG o O GO.Ooa o� °G C � u I II `II (', t . A v0 _ _ _ = o o o 0a t. c0 � OoO _ : . I_II► - III, III; 1�; 1 1 - illyl� l�I� l��,1�1= JilI�I'/ I � STANDARD CONCRETE 11� SIDEWALK C 2" ASPHALT CONCRETE 6 RUSHED SURFACING PAVEMENT (CLASS B) CONCRETE TOP COURSE CURB, TYPE " B " SECTION NO SCALE STA.0 +50 SEE DETAIL POWER POLE. ON DWG. I V ELEV. = 1971.91 I - STA.2 +36.79 INDIANA AVE. _ 30 STA.0 +00 SKIPWORTH LN. 30' f 1! S. E . I 1 L.J INSTALL TYPE A DRYWELL 0 Z 37' LT. OF STA. 0 +40 < E: �r r SEE DETAIL ON DWG.I 12 J r le 4. TOP OF GRATE EL.= 1967.5 � 4. LA •� i .r , �y T BOTTOM OF SWALE (10' x 45') �' EL. 1967.0 40 SEE 208 SWALE DETAIL DWG. ( 30' �+ 50 25 0 50 100 30' DRAINAGE ESMNT. 05'x 55') 1 ' I 30' SCALE FEET I � 7 co 15' 55' 3 A� O I _ o 5 5' 15' DEDICATED —4. f RIGHT OF WAY �� ; . I „�� 5 10' ��'p. �� ° 10' I T.C. EL. 1970.29 —� ... i UTT EL.69.77 NDIAN N A - 2 Q 39 - > 9 . 5 0 0 ... 8 4 — -� _ AV E. 7 ER.68,20 R E . 68.00 ER.68.20 in ER.69.00 156.7 � ER.'70.5 (— — — i ER. 69.80 T.C. EL. 1969.80 130' 1 BA /l 110 20' GUTT. EL.69.40 i .20' TRANSITION SECTION INSTALL SIDEWALK CURB INLET LT OF (TBM) PK NAIL IN ER. 70.24 I NOTES I. THE TOP COURSE FOR ALL BASE SECTIONS SHALL BE 6" OF 5/8" MINUS CRUSHED SURFACING. BASE SHALL CONFORM TO ALL W.S.D.O.T. SPECS. Draw 4 Lyf90— SCALE Desig nBy: 1 50' Checked By: � HORIZONTAL No. Date By Ckd. I Appr. Revision VERTICAL I" =10' OFFI OF SPO KANE COUNTY ENS' D EER Approved: N. 811 Jefferson St. COUNTY ENGINEER Jpokana Wa. 99260 Date: 456-3600 30' B.S.P. NO. 28 INDIANA AVENUE ROAD PLAN Dr wr; y : Date 61WL SC A LE S POK ANE OFFICE OF Designed By: COUNTY ENGIM 1 - 4 ° N. 811 Jefferson St. C eck d -B HORIZONTAL ( = 50 Y; - I � 1� Spokane Wa. 99260 o O VERTICAL ( _ 10 456-3600 Approved: COUNTY ENGINEER Date: B.S.P. NO. 28 SH T SKIPWORTH LANE 3 3 ROAD PLAN 0 9-25-44 % INSTALL 3 TYPE 11 B". DRYWELLS 24' LT OF STA. 2 +29 5:� LT OF STA. 2 +41.5 24' LT. OF STA. 2 +55 4- TOP OF GRATE = 1,965.8 BOTTOM OF SWALE 5' UTILITY a ELEV. = 1965.3 50 25 0 50 100 DRAINAGE SEE 208 SWALE D TAIL EASEMENT DWG I SCALE FEET 3 ;00 V_ \ INSTALL STOP 4 SIGN AND PRIVATE DRAINAGE/ 15 DEDICATED ROAD NAME AS PER \�ASEMENT o- RIGHT OF WAY SPOKANE COUNTY I AND IN AC- CORDANCE WITH —TYPE "B" DRYWELL THE M.U.T.C.D. 11 1 to- - V44 1 0 - --t 29 RT. OF STA. 2 + 98 TOP OF GRATE = 1965.8 /ol 000-1 ER6726 ................ (P q ti Id SEWER /� '�j► N � G 0 EASMENT M. e % UUKVt, U14 _0 90 PQ to R= 150.00 .04 It :..: - - f - v a 0 T_ 150.04 _r - I- \ e I ........... - :0 .. ...... L= 235-5Z b < ,00l\ 0D — ;�PZWD`RAINAGE' E.R. 6770 ........... EASEM�NT N u l R=30' T C. 6 O_ 0 . . ...... --- 5 6 .... 7 I NSTAL L CENTER CUL-DE-SAC i -L PRIVATE I 0 ROAD" SIGN AS PER ?r: ` EL.1968.2,5 SKIPWORTIJ ANE SPOKANE COUNTY 0'. -t STDS. AND IN AC— STA. 4 +32.16 o^. CORDANCE WITH (TBM) P. K. NAIL IN / E.R. 68.70 THE'M.U.T.C.D. POWER 'POLE ELEV. 1971.91 06 STA.0+00 SKIPWORTH Llyz / \ STA.2+36.79 INDIANA A& yYACATED WOODWARD ST 0"IN 0 2 3 4 5 --------- -------- - ......... .. . .....-- ..... . ........... . . ..... . . .... ....... . ...... ....... . ........ — - - - -- - -- - ------- - ---------- - -- .... . . ........... - — - ........... .. . . ........... . . ..... . .... .. . . .................. . ... . .... . . ........... . . ..... . . .. ....... . ... ............... ........ . .. . . ..... . ......... ....... .... - -------- . . ........ . .... . . ....... . ..... . . . . . . ........ . .... ..... . .... ........ . . . ...... . ..... . . .. .......... ...... . ...... . . .... . . .. . ........... .. . ...... . . . .... . ............. ....... . ...... . .......... . . . . . ............... ... . . ...... . ...... . ...... . . . ... ...... .. . .... . . ....... 4- .... . ............ ___ _,= . . .. ...................... .... .. . 7 - ------- - . ..... ........... ----------- . . ...... . . ......... . ... .............................. -.1.1 I I - N r ------ - ---- - . .......... . . ..... ......... . ......... . . ............. . .. .... .......... .... ...... ............. . . ...... ............ . .... .... . . ............. . ....... . ..... ... Cu ...... - ----- ---------- -- __.____..____ . . . ..... ........ I..........._ .... .. . . ....... .. . . ... ....... . - - - ------ - ---- '_--_- -+ _ . .... . .............. . . .. ... . . ............. ... . ........... . ..... . ........ . . . . . .. .......... . . ......... .. . . .. ........ . . ....... . LIN8 . . . . ................ ...... . ...... .- . . .. .......... . . ............ . . .. ........... . ... . ...... ------ 0) ... ....... . . ..... I-— . . . . ............. . ........ ............ .... . ......... ... .... ................. . . . .................... . . . . ... .............. ........... ....... . . . . . . . ............ . .. . ...... .......... .......... . 0 . ... . .......... . . . . . . ... . . ........ ............... . . . .. . ..... ... . ..... . . . .............. ..... �j Aid— 1970 . . . ........ .... . . . ............ .... . . .......... . . . . . .. . ........ ...... ...... .......... ..... . . .... . ................. . . . ...... ... . ........... ......... _-_ -- - - - ----- ..... .......... - - ---- 0 --- ------ . . . ....... . .... ....... ... ...... . ....... ....... . ... .. ....... . ...... . ...... . ... . ..... . ................. . . ..... . .... . ....... ..... .... ........ .. .................... .......... ..... ...... . ... _Y7 . ....... F "' [._ .. . ....... . .... I ..... . .... . . . . . ............ . . .. . ....... . .. . . ...... ............. . .. ..... . ....... .... .. ::::-:- . . . . . ......... . ........... ... . .... ...... . ........ . .... . .... .. .... .. . . .... ... ....... ... . . . ..... ............. ......... ... . .. ................ _T_ - _ _ - ___ SE. 1/4 SEC.9 T. 25 R 5' UTILITY aDRAINAGE- EASEMENT 1_� 51 1.5' - 4.5 M SKI PWORTH LANE 40' ROAD EASEMENT 30' 15' R EGION NO. STATE FED. AID PROJECT NO. SHEET NO. 10 WASH OF 5' UTILITY a DRAINAGE 5 EASEMENT 1.5' 3 / r 6" CRUSHED SURFACING TOP COURSE .NOTES: 1. THE TOP COURSE FOR ALL BASE SECTIONS SHALL BE 6" OF 5/8" MINUS CRUSHED SURFACING. BASE SHALL CONFORM TO ALL W.S.D.O.T. - SPECS . . " I . 2.ALL ACP SHALL BE CLASS 11 B"IN ACCORDANCE WITH W.S.D.OT. SPECS. WITH MIX DESIGN - APPROVED BY SPOKANE COUNTY. A 2" ASPHALT CONCH SECTION PAVEMENT (CLASS b -) _- ELEVATION OF TRANSITION DITCH TO DEPTH EDGE OF NEW ROAD -\ SHOWN IN SECTION 2 AT .0075 FT/FT 1.5' 1.5 BOTTOM OF DITCH EL.= 65.3 SECTION 2 TRANSITION BOTTOM OF SWALE TRANSITION SECTION 2 - F TRANSITION TO SWALE DETAI L A-A 'CALL BEFORE YOU DIG• 1=458w8000 OWNERS APPROVAL SIGNATURE DATE :D wn Date y. OFFICE OF B.S.P SPOKANE COUNTY ENGINEE SCALE mR NO. 28 Designed By: Approved: N. 811 Jefferson St SKIPWORTH LANE CA 9w i!� 1 50' COUNTY ENGINEER HORIZONTAL C d Spokane Wa. 99260 Date: ROAD PLAN VERTICAL 456-3600 B.S.P. NO, 28 DRAINAGE PLAN TpN Np RAID - - Rpq p _ _ -1 963 -� — - -� -- ' 8 __ _ = 1964 _ —1966 ' I / � -1966 1 3 [I , , / ' _ _ , \ �� 5 1964 NOTES: I Y - - EDGE OF ROAD BOTTOM OF SWALE OR SIDEWALK 5 DISTANCE SHOWN ON PLANS 5' D.W. LID ELEV. r 6" 3 8" MIN. TO BE GRASS SODDED (TYP.) TYPE "A" DRYWELL SEE ROAD PLANS DRAINAGE EASEMENT SPOKANE COUNTY STANDARD TYPE "A" OR "B" DRYWELL AS SHOWN ON PLANS MICINI TY "4P m M TYPICAL 208 SECTION NO SCALE Val ` �vJ n 2 ' 0 " 4n 3' -9" 1 3' -9" 6 - 0 flO #4 BARS @ • BASE 8" O.C.E. W. IN TOPS r- 3 3 -1/4`1 CHIP OUT LIP AND REMORTAR oV _ 7' -11 END ELEVATION SIDE ELEVATION SIDEWALK CURB INLET NOT TO SCALE OWNERS APPROVAL SIGNATURE DATE (TYP) �. MAVCf1 A Mr* A •+.- -r •+'+• ALL GRATE SHOWN ON )RATE: TYPE DRYWELL IF SWALE L FRAME EA =ABRIC /2 TO 1 ER 1. GRAVEL BACKFILL FOR DRYWELLS SHALL BE 1" TO S' DRYWELL — TYPE WASHED NATURAL GRAVEL QUANTITY: TYPE 30 C.Y. SPOKANE COUNTY STANDARD "A ":. PRECAST DRYWELL IN PAVED AREA SET DRYWELL GRATE .17� BELOW FINISH GRADE AS SHOWN ON PLANS. METAL FRAME AND GRATE : TYPE "I "OR . IN 208 DRAINAGE SWALE SET DRYWELL GRATE 6 ABOVE BOTTOM OF SWALE AS SHOWN ON ' FINISHED GRADE PLANS. METAL FRAME AND GRATE TYPE "3 PAVED SURFACE FINISHED GRADE M u �E T T --- - - - -- '- 6 208 AREA do GRRtE Z L-- L------- - � - -J . TYPE 3 m +4" CONCRETE RISER BLOCKS MORTAR IN PLACE 5 F 4" CONC. SLAB a �F. o REVERSE TONGUE NP & GROOVE (TYP.) w W + + CL GRAVEL GRAVEL o BACKFILL, BACKFILL, SEE NOTE 1 SEE NOTE 1 Q + UJI z_ T SEEPAQE a + PORTS + d + + SLOPE 1/2 TO 1 o + O D + OR FLATTER +� 48" 1. D. UNDISTURBED + + MATERIAL n 24 i FILTER FABRIC TYP. Z5 DIA. PRECAST CONC. BASE NOTES: DRYWELL — TYPE "8" 1. GRAVEL BACKFILL FOR DRYWELLS SHALL BE 1" TO 3" SPOKANE COUNTY NTY STANDARD WASHED NA TURAL GRAVEL QUANTITY: PRECAST DRYWELL TYPE "8" 40 C.Y. REVISIONS DWN.: 9 DATE: I APP.: CK'D: ( DATE: APP.: PRECAST CONC. BASE S.E. 1/4 SEC .. % _r L 4 k W LJ " INSTALL TYPE WDRYWELL 0 Z a, Ir.. LT. OF STA. 0+40 3:: < it " I A& 37' SEE DETAIL ON QWG.I 4r 16— TOP OF GRATE EL.= 1967.5 c • r N 0 BOTTOM OF SWALE EL. 1967.0 40 :!( SEE 208 SWALE DETAIL DWG. 1 30 50 25 0 50 100 - - r 30' DRAINAGE ESMNT __30' SCALE FEET I � _15 0 5 15' DEDICATED 0 5 RIGHT OF WAY L Q 4 L4 : X 1�� . . *.. I : TI 15' GRAVEL T o 0 . , PUTT. EK','� 977 TRANSITION SECTION BEGIN CONSTRUCTION STA. 0+00 STA.2+3679 INDIANA AVE. L 30 STA.0+00 SKIPWORTH LN. . ..... . ER.68 20 ER 68.00� �N_ER.68.26 in �ER69�.0O 156.' 130 BARN B INSTALL SIDEWALK, CURB INLET LT. OF STA,0+50 SEE DETAIL ON DWG. I 0 ......... ... . . 110 (TBM) PK NAIL IN POWER POLE. ELEV. = 1971.91 - INDIANA o 0 0 U) AVE. r0.50 7— T EL. 1969.80 T N \- . GUTT EL.69.40 �7024 TRANSITION SECTION .9 T.25N R.44E INDIANA AVENUE REGION NO. I STATE FED. AID PROJECT NO. SHEET NO. 10 1 WASH OF I 1_% 30' 30' 30' (FUTURE) i.d 6 10 10 201 61 i.d t J41 1 I 2% 2% m m p / -)00& 3 I ♦ . c. a Z p C, 0- 2 01 1, : L 0 1 41 ft ci a 0 ' Q& b 4 l��r 1.0 L111 III jj=c/,\ STANDARD CONCRETE 7T) 2" ASPHALT CONCRETE SIDEWALK 6" CRUSHED SURFACING PAVEMENT (CLASS " " ) CEMENT CONCRETE TOP COURSE CURB, TYPE "B" –/09 2- 0 7,7-... - 611 SECTION - 4 Lp PC, -20 NO SCALE 0 53 o4caPrAR44--' 47,% '40:5.6 "CALL BEFORE YOU DlGf* 1=456=8000 �g -,� R111s, ript AUG 4 199 % c 2 �(f K - ANSFIELD AY! r V P�Bdlltl 6lVVltl VI® 1 \4YP) EDGE OF ROAD OR SIDEWALK 4! 2 ESH #4 BARS 8" 0. C. E. W. IN TOPS 1_3,3-1/4!' 1 1 / END ELEVATION FRONT SIDEWALK CURD INLET NOT TO SCALE 1 TO BE GRASS SODDED (TYP.) SIDE ELEVATION m co m CD N % c 2 �(f K - ANSFIELD AY! r V P�Bdlltl 6lVVltl VI® 1 \4YP) EDGE OF ROAD OR SIDEWALK 4! 2 ESH #4 BARS 8" 0. C. E. W. IN TOPS 1_3,3-1/4!' 1 1 / END ELEVATION FRONT SIDEWALK CURD INLET NOT TO SCALE 1 TO BE GRASS SODDED (TYP.) SIDE ELEVATION IN 208 DRAINAGE SWALE SET DRYWELL 4" TO 6" ABOVE FINISH GRADE AS SHOWN ON PLANS METAL FRAME AND 7_ �i GRATE TYPE 3 FINISHED GRADE ---- - - - - - - �-- --- - - ---� -__ / ETAL Y UMtiS FRAME GRATE p z TYPE 3 - r- 1-------- - -r --t CONCRETE RISER —RINGS L o ---- - - - - -- 1, 1 MORTAR IN PLACE 4 CONC. SLAB Q aw.. � 12'� � ; � Ld (TYP.) p BACKFILL, SEE NOTE 1 ° ° C� �� SLOPE 1 / TO 1 OR FLATTER jMA Ld it I 24' TURBED IAL 12" (TYP.) 5 "x5' -0" DIA. PRECAST CONC. BASE NOTES: 1. •GRAVEL BACKFILL FOR DRYWELLS SHALL BE 1" TO 3" _DRYWELL -- MESA" WASHED NATURAL GRAVEL QUANTITY: ° A SPOKANE COUNTY STANDARD TYPE 30 C.Y. PRECAST LL NII _HED GRADE METAL FRAME AND IN 20 DRAINAGE SWA S GRATE TYPE 3 SET RYWELL 4 TO 6" ABO FINISH GRADE PAY UMRS � T --- -__ - - AS H I.ANS E & GRATE ( 1 - -L1 rlPE 3 r- -+-- ----- - -1-- y NCRETE RISER BLOCKS MORTAR IN PLACE I ON 4' CC. SLAB . . . .� . .�..... . .1 f aa- � TYP. REVERSE TONGUE TYP .-i & GROOVE (TYP.) '� GRAVEL 1 n BACKFILL, 1 U O 1 GRAVEL BAC cn SEE NOTE 1 1 1 SEE NOTE 1 w Of z 5 i SEEPAGE PORTS Q o i { a 1 SL 1 FLATTER � TO 48" 1. D. UNDISTURBED MATERIAL I t 24" HTy - 5 DIA. PRECAST CONC. BASE NOTES: DRYWELL — TYPE "T 1. GRAVEL BACKFILL FOR DRYWELLS SHALL BE 1" TO 3" ST ANDARD WASHED NATURAL GRAVEL QUANTITY: PRECAST LL TYPE "B" 40 C.Y. REVISIONS ` SCA LE MAI Taylor Engineering nc. Civil,Design and Land Pla ing "= 50 3. S �, PLAN NUMBER APR: DRAINAGE PLAN owe:. DATE. CWD: DATE: APP.: r" r -- - B.S.P. N0, 28 DRAINAGE PLAN ev - _ RL I NATO N N - _ D �HE _ R AILROAD _ _ - - 1964 _ - — � —1966 1 ( / �°� / ♦ �� ``� �. -1966 ( 13 / L I /� j /� \_ —�� \5, 1964 ur+.Jn'f (TYP) . -1969 — — — /� / ,�, aill �! IN EDGE OF ROAD rti BOTTOM OF SWALE OR SIDEWALK DRAINAGE 5't DISTANCE SHOWN ON PLANS 5' / — EASEMENT TYPE "A" DRYWELL SEES'`` D.W. LID ELEV. ROAD PLANS �� - 6" , 13 - -- � 8" MIN. Y' 2 4 i i�Fl[I.p AM TYPICAL 208 SECTION a H E 0 v,r v m m MIC/N/TY M,4P SPOKANE COUNTY STANDARD TYPE "A" OR "B" DRYWELL AS i SHOWN ON PLANS NO SCALE • • 6x6 -10/10 MESH 8 8 " BARS IN BASE " O.C.E.W. IN TOPS 3 � 31 / T END ELEVATION SIDEWALK CURB INLET NOT TO SOkLE TO BE GRASS SODDED (TYP.) .� SIDE ELEVATION PAVED SURFACE G"EL J BACI'rLL, LL_ G SEE h0 E 1 0 CJ i ~ ° ° J ¢ 00 i 48" 1. D. 0 1 w 24" CL i �I IN PAVED AREA SET DRYWELL GRATE .17' BELOW FINISH GRADE AS SHOWN ON t PLANS„ METAL FRAME AND GRATE: TYPE 11 1 OR 2 208 DRAINAGE SWALE SET DRYWELL G ATE 6 ABOVE BOTTOM OF SWALE AS SHOWN ON PLANS. METAL FRAME AND GRATE :TYPE " NNISHED GRADE 6 208 AREA Y F— CONCRETE RISER —RINGS MORTAR IN PLACE 4 CONC. SLAB T I FILTER FABRIC SLOPE 1/2 TO 1 OR FLATTER STURBED MATERIAL C 7 (TYP.) 5"x5'-0" DIA. PRECAST CONC. BASE NOT ES;._ 1. GRAVEL BACKFILL FOR DRYWE LS SHALL BE 1" TO 3° _ DRYWELL - TYPE "A" WASHED NATURAL GRAVEL QUANTITY SPOKANE COUNTY STANDARD TYPE "A" 30 C.Y. PRECAST DRYWELL IN PAVED AREA SET DRYWELL GRATE .17 KLOW FINISH GRADE AS SHOWN ON PLANS. METAL FRAME AND GRATE : TYPE I 11OR„211 . IN 208 DRAINAGE S VALE SET DRYWELL GRATE i.. , , " HBCE u v °I u tvi `: U r ,�lA Lr'� "• Ire . G / 11 11 . l N �° .: �?RADE PLANS : METAL FRAME AND' GRATE "TYPE 3 . ,vx A V ED SURFACE FINISHED GRADE METAYi T - -- - - - -T 6,1 208 AREA & GRA : b Z L__ t -------- ' TYPE 1---t --------- - = CONCRETE RISER BLOCKS -" MORTAR IN PLACE 4" CONC. SLAB T �. a TY ".'.1 REVERSE TONGUE �yP � &GROOVE (TYP.) w CL i i GRAVEL GRAVEL o BACKFILL, I 01 BACKFILL, SEE NOTE 1 1 1 SEE NOTE 1 C) z I T SEEPAGE PORTS > b i I d U- SLOPE 1 /2 TO 1 o Q 1 OR FLATTER 48" 1. D. J UNDISTURBED I, 1 MATERIAL n 24 ; FILTER FABRIC H 127 5" x5' — DIA. PRECAST CONC. BASE NOTES: DRYWELL - TYPE "8" 1. GRAVEL BACKFILL FOR DRYWEL_S SHALL BE 1" TO 3" SPOKANE COUNTY. STANDARD WASHED QUANTITY: GRAVEL PRECAST DR t WELL TYPE "B": 40 C.Y. C °E: APP.: � P RELIM I N AR Y NOT FOR CONS APR 0 �. PAY UMfTS ► ►- ------ __ - - Ik, do GRATE s s — ---- ' ----- - -- o ' `` I ' 1 ` Q � �I % . �¢ CL w 1 12' r ui i RA r i IN PAVED AREA SET DRYWELL GRATE .17' BELOW FINISH GRADE AS SHOWN ON t PLANS„ METAL FRAME AND GRATE: TYPE 11 1 OR 2 208 DRAINAGE SWALE SET DRYWELL G ATE 6 ABOVE BOTTOM OF SWALE AS SHOWN ON PLANS. METAL FRAME AND GRATE :TYPE " NNISHED GRADE 6 208 AREA Y F— CONCRETE RISER —RINGS MORTAR IN PLACE 4 CONC. SLAB T I FILTER FABRIC SLOPE 1/2 TO 1 OR FLATTER STURBED MATERIAL C 7 (TYP.) 5"x5'-0" DIA. PRECAST CONC. BASE NOT ES;._ 1. GRAVEL BACKFILL FOR DRYWE LS SHALL BE 1" TO 3° _ DRYWELL - TYPE "A" WASHED NATURAL GRAVEL QUANTITY SPOKANE COUNTY STANDARD TYPE "A" 30 C.Y. PRECAST DRYWELL IN PAVED AREA SET DRYWELL GRATE .17 KLOW FINISH GRADE AS SHOWN ON PLANS. METAL FRAME AND GRATE : TYPE I 11OR„211 . IN 208 DRAINAGE S VALE SET DRYWELL GRATE i.. , , " HBCE u v °I u tvi `: U r ,�lA Lr'� "• Ire . G / 11 11 . l N �° .: �?RADE PLANS : METAL FRAME AND' GRATE "TYPE 3 . ,vx A V ED SURFACE FINISHED GRADE METAYi T - -- - - - -T 6,1 208 AREA & GRA : b Z L__ t -------- ' TYPE 1---t --------- - = CONCRETE RISER BLOCKS -" MORTAR IN PLACE 4" CONC. SLAB T �. a TY ".'.1 REVERSE TONGUE �yP � &GROOVE (TYP.) w CL i i GRAVEL GRAVEL o BACKFILL, I 01 BACKFILL, SEE NOTE 1 1 1 SEE NOTE 1 C) z I T SEEPAGE PORTS > b i I d U- SLOPE 1 /2 TO 1 o Q 1 OR FLATTER 48" 1. D. J UNDISTURBED I, 1 MATERIAL n 24 ; FILTER FABRIC H 127 5" x5' — DIA. PRECAST CONC. BASE NOTES: DRYWELL - TYPE "8" 1. GRAVEL BACKFILL FOR DRYWEL_S SHALL BE 1" TO 3" SPOKANE COUNTY. STANDARD WASHED QUANTITY: GRAVEL PRECAST DR t WELL TYPE "B": 40 C.Y. C °E: APP.: � P RELIM I N AR Y NOT FOR CONS APR 0 �. TYPE "B": 40 C.Y. C °E: APP.: � P RELIM I N AR Y NOT FOR CONS APR 0 �. 0 Draw y: Date OFFICE OF De SCA LE SPOKANE CO UNTY Y ENGINEER B.S.P N0. 28 Designed By: A pproved: SHEE ;- T,1�o HORIZONTAL 11 : =50' N. 811 Jefferson St. COUNTY ENGINEER INDIANA AVENUE Checked By: i„ =10, Spokane wa. 99260 ROAD PLAN 2 ®f 3 Revision VERTICAL 456 -3600 Date: 9-25-44 No. Date By Ckd. Appr. INSTALL 3 TYPE " B" DRYWELLS z5 24' LT. OF STA. 2 + 29y 3 5S LT OF STA. 2 +41.5 24 LT. OF STA. 2 +55 \ TOP OF GRATE _ 1965.8 \ OT TOM OF SWALE ELEV. = 1965.3 50 25 0 50 too SEE 208 SWALE D TAIL G DWG I 2 SCALE FEET - 'P / \ INSTALL STOP \ 4 \ �?i \ SIGN AND PRIVATE 3 4 DRAINAGE 15 DEDICATED ROAD NAME AS PER \ r� ASEMENT ` 'n / RIGHT OF WAY \ SPOKANE COUNTY \ ; ;:;• / 2 � 1 AND IN AC- t v 4 �i / CORDANCE WITH TYPE B DRYWELL k � ,-�- '�. �G•�� •� -� THE M.0 T.C.D. - 28 RT. OF STA. 2 + 98 TOP OF GRATE = 1965.8 2 5.. ER.6726 / O CP .... ... ...... . . ::. EASMENT � • x 10 SEWER �► � � _ CURVE, DA \ ~ 2 p -' ° \ 5 R= 150.00 T- 235.62 150.OQ r b p ..:::... ...:::: + :::::::': C� 15 DRAINAGE' N x ::::•::::• N 'S E.R. 67.70 �.p .A EASEM NT �x Q 1 S -7 L � LL PRIVATE O INSTA / , CENTER CUL -DE -SAC -� � ROAD SIGN AS PER EL.I • �•..•: •` 6 968 SPOKANE COUNTY SKIPWORT O LANE _ 25 -� ';�:.. STDS. AND IN AC- O STA.4 +32.16 ,�. CORDANCE WITH (TBM) P NAIL IN _ THE'M.UTC.D. SE. I/4 SEC. 9 T.25 R.44E �i 1 I� 4.5' 15' 15' 1.5' :` 1 ► 3 . v V V O• . �O v G 6 CRUSHED SURFACING TOP COURSE REGION N0. I STATE FED. AID PROJECT NO. SHEET NO. 10 WASH OF � l r P "� T1 I 5 � o A 2 ASPHALT CONC�ETE S ECTI ON r 2 PAVEMENT (CLASS t5 ELEVATION OF TRANSITION DITCH TO DEPTH EDGE OF NEW ROAD SHOWN IN SECTION 2 AT ,0075 FT /FT. 1.5 — — 1.5' BOTTOM OF DITCH la lit EL.= 65.3 =�- =r t - rreu� SECTION 2 TRANSITION BOTTOM OF SWALE TRANSITION SECTION 2 TRANSITION TO SWALE DETAIL A- A BEF ORE - 2 -�--- 2% NOTES 1. THE TOP COURSE FOR ALL BASE SECTIONS SHALL BE 6" OF 5/8" MINUS CRUSHED SURFACING. BASE SHALL CONFORM TO ALL W.S.D.OT - SPECS. 2.ALL ACP SHALL BE CLASS "B "IN ACCORDANCE WITH W.S.D.OT. SPECS. WITH MIX DESIGN APPROVED BY SPOKANE COUNTY. LI 1970 1960 C17 rr, �z • - • ..... --- ........_. _. -. _ 100' V.C. �n ,,.: 8A t .ZL S CALE Designed By: Ill � 81 HORIZONTAL I = C =eckd _ VERTICAL I = IOC OFFICE OF S B•i = N0. 28 SPOKANE COUNTY EW /NEER i4 pproved: —. 1 � ` SHEET N. 811 Jefferson St. COUNTY ENGINEER S K I PWO RTH LANE Spokane Wa. 99260 ROAD PLAN 0 456-3600 l 3 Date f� ' �B - - 9-25-44 \T j INSTALL 3 TYPE " B" DRYWELLS z5 24' LT. OF STA. 2 + 29y 3 5S LT OF STA. 2 +41.5 24 LT. OF STA. 2 +55 \ TOP OF GRATE _ 1965.8 \ OT TOM OF SWALE ELEV. = 1965.3 50 25 0 50 too SEE 208 SWALE D TAIL G DWG I 2 SCALE FEET - 'P / \ INSTALL STOP \ 4 \ �?i \ SIGN AND PRIVATE 3 4 DRAINAGE 15 DEDICATED ROAD NAME AS PER \ r� ASEMENT ` 'n / RIGHT OF WAY \ SPOKANE COUNTY \ ; ;:;• / 2 � 1 AND IN AC- t v 4 �i / CORDANCE WITH TYPE B DRYWELL k � ,-�- '�. �G•�� •� -� THE M.0 T.C.D. - 28 RT. OF STA. 2 + 98 TOP OF GRATE = 1965.8 2 5.. ER.6726 / O CP .... ... ...... . . ::. EASMENT � • x 10 SEWER �► � � _ CURVE, DA \ ~ 2 p -' ° \ 5 R= 150.00 T- 235.62 150.OQ r b p ..:::... ...:::: + :::::::': C� 15 DRAINAGE' N x ::::•::::• N 'S E.R. 67.70 �.p .A EASEM NT �x Q 1 S -7 L � LL PRIVATE O INSTA / , CENTER CUL -DE -SAC -� � ROAD SIGN AS PER EL.I • �•..•: •` 6 968 SPOKANE COUNTY SKIPWORT O LANE _ 25 -� ';�:.. STDS. AND IN AC- O STA.4 +32.16 ,�. CORDANCE WITH (TBM) P NAIL IN _ THE'M.UTC.D. SE. I/4 SEC. 9 T.25 R.44E �i 1 I� 4.5' 15' 15' 1.5' :` 1 ► 3 . v V V O• . �O v G 6 CRUSHED SURFACING TOP COURSE REGION N0. I STATE FED. AID PROJECT NO. SHEET NO. 10 WASH OF � l r P "� T1 I 5 � o A 2 ASPHALT CONC�ETE S ECTI ON r 2 PAVEMENT (CLASS t5 ELEVATION OF TRANSITION DITCH TO DEPTH EDGE OF NEW ROAD SHOWN IN SECTION 2 AT ,0075 FT /FT. 1.5 — — 1.5' BOTTOM OF DITCH la lit EL.= 65.3 =�- =r t - rreu� SECTION 2 TRANSITION BOTTOM OF SWALE TRANSITION SECTION 2 TRANSITION TO SWALE DETAIL A- A BEF ORE - 2 -�--- 2% NOTES 1. THE TOP COURSE FOR ALL BASE SECTIONS SHALL BE 6" OF 5/8" MINUS CRUSHED SURFACING. BASE SHALL CONFORM TO ALL W.S.D.OT - SPECS. 2.ALL ACP SHALL BE CLASS "B "IN ACCORDANCE WITH W.S.D.OT. SPECS. WITH MIX DESIGN APPROVED BY SPOKANE COUNTY. LI 1970 1960 C17 rr, �z • - • ..... --- ........_. _. -. _ 100' V.C. �n ,,.: 8A t .ZL S CALE Designed By: Ill � 81 HORIZONTAL I = C =eckd _ VERTICAL I = IOC OFFICE OF S B•i = N0. 28 SPOKANE COUNTY EW /NEER i4 pproved: —. 1 � ` SHEET N. 811 Jefferson St. COUNTY ENGINEER S K I PWO RTH LANE Spokane Wa. 99260 ROAD PLAN 0 456-3600 l 3 Date f� ' �B - - 9-25-44 j Fw 1 9:) C P'T N [If AN E C_ 0 u y A `--ISE SSOR _T_ CYO 37- 01 38 35 36 VP) jo rt p r In A6 JO/ 1, +� �.� 1 8 � 6 A IN T _39 If. r\ OeB -r 30 7 7 /02 1 -107 e7 _T T 7T ��y v N�i`�j oj� � ^�'�:�'v � �� - - -- — ---+ — � II � ( � ' 0 z ci "'i ti 7-3 /03 0 cjq Iq z0lqard -3-97/ I'VDIRIM 7 3 /30 V7 4167 P 218 v 7 T r - T--r- 1 4 , 36 t V) 6S 1� T V\t 1\ , \ 63 @ I , 7 'T Q 4 r 337• 77M J-97c 7 i Q 1 3 1 1 01 OL 43 0. A r ? N L.1 J _ f 1 � d _j 'ap< _j _t _L AO 66 KJ _T - 1 - r - T T 1 1 11 1 k- r T r _�_ 11 1 's - qu T T 14 33p, F( vt,�� 1- - O �: _4 4 4)l 4"JO:V. tO J1 1 14 69 [61 It3 /fJr t i- L I L -1 _j _LL -Li-L.- i I..Lj 1 ' .11 A l* L 9 1-q L D WIN 19 Yom, e wl 74 Ile 73 20 LL, (FJ1 -n N, �_ j _j _Z6 -+.5 53,8(.1 AO 3� 54 40 4.5 17,5' MISSION RIDGE Ry 92 D RE 3.9- 6 ti 3 4 5 6 14 N fN r r 'I M � �� ^' 78 (90 � -- -- - - -- � - - - 5 0 90-13 50 112 03 /06 90 -51 483 m © q O � I I („ t � � 1 � (� I � =.i -1 IN L 3 _ V A )3 1� Dfl � L j 4 9 � 1 0 Q 04- 4 OD 4 c; 3 W IL vi 5 4 CO 0 7 N BU .9 1 ? 9\1� 0 1 %a F1 %,.p 1 0 1 0 J & (_s 106 1 8/1 /VORq 4 C4 go I go 90 9z. , C O. C), -A 5.0 08 90 3 6A73 -f 0 7 /0 76' (D Z 3 A, 88 FG 's '9 �IS I Q N 0 7 _ 7 4 -�,3 r I t 14 1 - box n I., L c 4 7 C 0 $! 3 8 9 .33g 4 -r.- T: i 1,37 gs % 4/67 D r -423 87 10 62A-B 4 .33g 4 -r.- T: i 1,37 3 - 7 *7 4 N F-11 02 49 13 79 -s f NJ 2 Q_v.-_ - - - 13 S1 /'\ �� /mot 1 � 1 �/ 1 . � j 0 4 4 . � Rz > 01 811, zl ao Q D� W ,.:D � \ L-01•-, r = 1 I D,E 5 CR ; /,--> T / o j /.5- 7Z SECT /ON REPRODUCED -RoAj 7 L AREA . V,,q c -,4 7- SEC.9T25N.R 44F- -4-00' OFFICIAL PLAT 7 aunt En r .-5C 100L,4 1 3 A 0 0 a 5 R, +. 1. 7 8 7 c n, a N 1 -50 91 0 t0a 0 LL Z s 7 50 0 17 ta, i 4 att. r 3 u Ot 2 K 5c; 0- 57 1,4 z yi 14 M 22L7 ZT 23 1-0 22 27 Ziff 2 -0 30 31 i c 100, 100 137 I- t el 5 36 37 31311 /0 N. 21 12 zo 21 1 1 .4.4 Y 7 low -65 -7 50 51 5:5 54 7 r.'D IVE ............ > % 3 .... ............... ... 'A :44 . .. ..... .. .. . .... ii ......... .. .... ..... M 7 . - . X ... ... ........... .. ............... .......... . . . .... .. . ....... .. .. T - R T . . .... . . . . .. ... . . ...... -:, - 934 p 352 60 AVENUE :r I 15 a 6 0*0 Lt , U) ID � 1 1 r i q JQ QW g�l zd 'h �i 'S N% h \ h �� s NI h� z 40,.297. r 0I _ 0 ' ORAIN &E ERSEMEI� 16" oo il1D.2711 15.00 ' S.W. Corner 7 e /DB P.. O. B. l�J SPOKANE COUNTY BINDING SITE PLAN ISO. 28 90 RIGHT OF WAY LINE OF THE BURLINGTON NORTHERN RAILROAD; DIRECTOR, SPOKANE COUNTY UTILITIES PARTNERSHIP WHO EXECUTED THE WITHI NS- Ti3MEA1 , COUNTY ENGINEER THENCE S.80 0 12'07 "E., ALONG SAID RIGHT OF WAY LINE, 906.62 FEET, TO AND ACKNOWLEDGED THE SAID INSTRUMENT TO BE THE FREE AND N THE S.W. 1/4 OF SECTION 9 T. 25N. R.44 E. W.M. AUDI CEF�TIFICATE VOLUNTARY ACT AND DEED OF SAID PARTNERSHIP FOR THE USES AND THE CENTERLINE OF VACATED BOWDISH STREET; THENCE SOUTH, "W., 7 > > SPOKANE COUNTY, WASHINGTON JUNE 1990 FILED FOR RECCRD THIS DAY OF 19 AT PURPOSES THEREIN MENTIONED AND ON OATH STATED THAT HE WAS DIRECTOR, SPOKANE COUNTY PLANNING DEPT. .+ ALONG SAID CENTERLINE, 176.24 FEET; THENCE S.89 0 39'45 150.09 PAGE A THE REQUEST OF EXAMINED AND APPROVED THIS DAY OF ,19 -- --- PARTNERSHIP. COUNTY AUDITOR COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON, ON THIS DAY SPOKANE COUNTY HEALTH OFFICER DEPUTY FEET, TO THE CENTERLINE OF VACATED WOODWARD STREET; THENCE JARVIS PROPERTIES DATE EXAMINED AND APPROVED THIS DAY OF ' 19 m .LEGAL DESCRIPTION WITNESS MY HAND AND Or SEAL HERETO AFFIXED THE DAY - --- _ ' --'-- ALL THAT CERTAIN REAL PROPERTY BEING A PORTION OF PINECROFT FIRST ADDITION, ACCORDING TO PLAT RECORDED IN VOLUME "M" OF PLATS, PAGE 0 --�_ NOT FOR CONSTRUCTION 35, IN THE S.W. 1/4 OF SECTION 9, T.25N., R.44E., W.M., SPOKANE COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: `' • s, 80 NOTARY PUBLIC IN AND FOR THE STATE OF OF TRACT 108 OF SAID PLAT OF PINECROFT FIRST ADDITION; THENCE BEGINNING AT THE SOUTHWEST CORNER OF TRACT 108 OF SAID PLAT OF PINECROFT FIRST ADDITION; THENCE NORTH 15.00 FEET; THENCE WASHINGTON, RESIDING IN SPOKANE. WASHINGTON, RESIDING IN SPOKANE COUNTY TREASURER S.89 0 39'45 'W., 15.00 FEET, TO THE CENTERLINE OF JOHNSON ROAD; THENCE NORTH ALONG SAID CENTERLINE 520 79 FEET TO THE SOUTH Iil/D /Ait/fI A vENv4 v..0 tivrwIfvw .ter. 4 ALONG INDIANA (M) COUNTY UTILITIES DEPARTMENT VIS PROPERTIES, A WASHINGTON RIGHT OF WAY LINE OF THE BURLINGTON NORTHERN RAILROAD; DIRECTOR, SPOKANE COUNTY UTILITIES PARTNERSHIP WHO EXECUTED THE WITHI NS- Ti3MEA1 , COUNTY ENGINEER THENCE S.80 0 12'07 "E., ALONG SAID RIGHT OF WAY LINE, 906.62 FEET, TO AND ACKNOWLEDGED THE SAID INSTRUMENT TO BE THE FREE AND SPOKANE COUNTY ENGINEER 906 6z , N VOLUNTARY ACT AND DEED OF SAID PARTNERSHIP FOR THE USES AND THE CENTERLINE OF VACATED BOWDISH STREET; THENCE SOUTH, "W., _ PURPOSES THEREIN MENTIONED AND ON OATH STATED THAT HE WAS DIRECTOR, SPOKANE COUNTY PLANNING DEPT. .+ ALONG SAID CENTERLINE, 176.24 FEET; THENCE S.89 0 39'45 150.09 AUTHORIZED TO EXECUTE THE SAID INSTRUMENT ON BEHALF OF SAID EXAMINED AND APPROVED THIS DAY OF ,19 THIS BINDING SITE PLAN WAS APPROVED AND ACCEPTED BY THE COUNTY --- PARTNERSHIP. FEET; THENCE N.88 °42'17 "W., 64.92 FEET; THENCE S.89 0 16'45 "W., 231.73 COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON, ON THIS DAY SPOKANE COUNTY HEALTH OFFICER _ OF ' 19 FEET, TO THE CENTERLINE OF VACATED WOODWARD STREET; THENCE JARVIS PROPERTIES DATE EXAMINED AND APPROVED THIS DAY OF ' 19 m SPOKANE COUNTY ASSESSOR BY DEPUTY WITNESS MY HAND AND Or SEAL HERETO AFFIXED THE DAY SOUTH, ALONG SAID CENTERLINE, 190.30 FEET; THENCE S.89 °39'45 "W., CHAIRMAN, SPOKANE COUNTY COMMISSIONERS YEAR ABOVE WRITTEN. PRELINII 0 15.00 FEET; THENCE SOUTH, 10.00 FEET, TO THE SOUTHEAST CORNER NOT FOR CONSTRUCTION `' • NOTARY PUBLIC IN AND FOR THE STATE OF NOTARY PUBLIC IN AND FOR THE STATE OF OF TRACT 108 OF SAID PLAT OF PINECROFT FIRST ADDITION; THENCE WASHINGTON, RESIDING IN SPOKANE. WASHINGTON, RESIDING IN SPOKANE COUNTY TREASURER S.89 0 39'45 "W., ALONG THE SOUTH LINE OF SAID TRACT 108, 416.70 FEET 8 P 12 1 91 TO THE POINT OF BEGINNING. I DO HEREBY CERTIFY THAT ALL TAXES WHICH HAVE BEEN LEVIED AND AREA = 7.286 ACS. . REVISIONS CONDITIONS SCA L E BECOME CHARGEABLE AGAINST THE LAND SHOWN WITHIN THIS MAP HAVE AN ADDITIONAL 15.00 FEET OF RIGHT OF WAY ALONG INDIANA AVENUE AS SHOWN HEREON IS HEREBY DEDICATED TO SPOKANE COUNTY FOR PUBLIC I ROAD PURPOSES. BEEN FULLY PAID THIS DAY OF , 19 \ 1. NO LOT SHALL BE FURTHER SUBDIVIDED FOR THE PURPOSE OF ®Taylor engineering, Inc. CREATING ADDITIONAL LOTS, OWNERSHIPS OR LEASED PARCELS !� ;w WITHOUT FIRST FILING A REPLAT OR ALTERING THE FINAL BINDING Civil Design and Land Planning SITE PLAN. 2. SIDE YARD AND REAR YARD SETBACKS SHALL BE DETERMINED AT THE SPOKANE COUNTY TREASURER BY DEPUTY TIME BUILDING PERMITS ARE REQUESTED, EXCEPT THAT SOME ' I ( o o goo JUDGMENTS MAY BE MADE ON THIS FINAL PLAT DOCUMENT AS TO I SIDE OR REAR YARD STATUS. THE SETBACKS INDICATED ON THIS PLAN NUMBER Y SUBDIVISION MAY BE VARIED FROM IF PROPER ZONING OR VARIANCE APPROVALS ARE OBTAINED. h 3.. THE PUBLIC WATER SYSTEM, PURSUANT THE WATER PLAN APPROVED J6 .. / / �/D. .+ 9 / O Z BY COUNTY AND STATE HEALTH AUTHORITIES, THE LOCAL FIRE / I W . 0 N DISTRICT, COUNTY BUILDING & SAFETY DEPARTMENT, AND WATER APP. . . : 931 7 -4 I 6s 9z /so. 09 Y WILL BE INSTALLED WITHIN THIS BINDING SITE PLAN PURVEYOR, WI , CK'D: • APP.: - - - -- AND' THE SUBDIVIDEMSPONSOR WILL PROVIDE FOR INDIVIDUAL - � s89°16'�s'�! N88 ¢z /7'ir/ s89 °39 '¢s "w DOMESTIC WATER SERCE AS WELL AS FIRE PROTECTION TO EACH LOT PRIOR TO SALE OF EACH LOT AND PRIOR TO ISSUANCE OF A i BUILDING PERMIT FOR EACH LOT. 4. WARNING: SPOKANE COUNTY HAS NO }iESPONSIBILITY TO BUILD, IMPROVE, MAINTAIN OR OTHERWISE SERVICE THE PRIVATE ROADS CONTAINED WITH OR PROVIDE SERVICE TO THE PROPERTY DESCRIBED IN THIS BINDING SITE PLAN. BY ACCEPTING THIS BINDING SITE PLAN 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 - ' Y HF1R. °Y ACKNO'S PT FDCF `T HAT THE C;OUr7TY H.A,S NO OBLIGATION OF :. _ - A10 72-': ANY KIND OR NATURE WHATSOEVER TO ESTABLISH, EXAMINE' SURVEY, CONSTRUCT, ALTER, REPAIR, IMPROVE, MAINTAIN OR PROVIDE ♦= Foan� % "re64.- `v /coo L.S. 99 DRAINAGE OR SNOW REMOVAL ON A PRIVATE ROAD. THIS REQUIREMENT IS AND SHALL RUN WITH THE LAND AND SHALL BE o ; f �/ "rebQr y Z .5. 13775 BINDING UPON THE OWNER(S), THEIR HEIRS, SUCCESSORS OR ASSIGNS, S. 8,� 3 3, 9. 80. INCLUDING THE OBLIGATION OF PARTICIPATE IN THE MAINTENANCE basis a�ri%�y = Siinysor� ,mo OF THE PRIVATE ROAD AS PROVIDED HEREIN.. PEEP Tf/� NORTNR�IITOF WA)'L //Y£6� /rY�/i�iYfl ANINVE- Sy0WAI 5. THE PRIVATE ROAD AS SHOWN HEREON IS AN EASEMENT WHICH PROVIDES A MEANS OF INGRESS AND EGRESS FOR THOSE LOTS WITHIN THE BINDING SITE PLAN HAVING FRONTAGE THEREON. 6. A PUBLIC SEWER SYSTEM WILL BE MADE AVAILABLE FOR THE BINDING 39'4 5'st/ lsaa' SITE PLAN AND INDIVIDUAL SERVICE WILL BE PROVIDED TO EACH LOT PRIOR TO SALE. USE OF INDIVIDUAL ON -SITE SEWAGE SYSTEM SHALL NOT BE AUTHORIZED. 7. USE OF PRIVATE WELLS AND WATER SYSTEMS IS PROHIBITED. Q 8. DRAINAGE EASEMENTS, AS PLATTED AND SHOWN HEREON, WHICH ARE S6p SURVEYOR'S CERTIFICATE THE PRIVATE ROADS AND DRAINAGE EASEMENTS ARE SUBJECT...TQ THE FOR THE PURPOSE OF INSTALLING OPERATING AND MAINTAINING DRAINAGE SWALES .AND DRAINAGE FACILITIES TO DISPOSE OF 7 UNDER SEPARATE DECLARATION OF COVENANT AS RECORDED UNDER RUNOFF, ARE HEREBY GRANTED. THE COUNTY OF SPOKANE IS��r THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR MY AUDITOR'S DOCUMENT NO. WHICH BY REFERENCE HEREBY GRANTED THE RIGHT OF INGRESS AND EGRESS TO ALL DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY IS MADE A PART HEREOF. DRAINAGE EASEMENTS ADJACENT TO THE PUBLIC RIGHT -OF -WAY. RECORDING ACT. 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 LAWRENCE L. LEINWEBER AND PERCOLATION OF STORM DRAINAGE WATER IN THE DRAINAGE SWALE AS INDICATED BY THE APPROVED PLANS. L.S. 13775 STATE OF WASHINGTON) THIS IS TO CERTIFY THAT ON THE 12 SS DAY OF , 19 ,BEFORE STATE OF WASHINGTON) THIS IS TO CERTIFY THAT ON THE COUNTY OF SPOKANE ) ME, THE UNDERSIGNED A NOTARY PUBLIC, ) SS DAY OF ,19 ,BEFORE PERSONALLY APPEARED _ COUNTY OF SPOKANE ) ME, THE UNDERSIGNED A NOTARY PUBLIC, HERBERT COMM'` AND LILY ANN COMM RSONAL HUSBAND AND WIFE, TO ME KNOWN TO BE THE INDIVIDUALS DESCRIBED IN TO ME KNOWN TO B COUNTY UTILITIES DEPARTMENT VIS PROPERTIES, A WASHINGTON EXAMINED AND APPROVED THIS DAY OF ' 19 DIRECTOR, SPOKANE COUNTY UTILITIES PARTNERSHIP WHO EXECUTED THE WITHI NS- Ti3MEA1 , COUNTY ENGINEER EXAMINED AND APPROVED THIS DAY OF , 19_ AND ACKNOWLEDGED THE SAID INSTRUMENT TO BE THE FREE AND SPOKANE COUNTY ENGINEER COUNTY PLANNING DEPARTMENT VOLUNTARY ACT AND DEED OF SAID PARTNERSHIP FOR THE USES AND EXAMINED AND APPROVED THIS DAY OF ,19 _ PURPOSES THEREIN MENTIONED AND ON OATH STATED THAT HE WAS DIRECTOR, SPOKANE COUNTY PLANNING DEPT. COUNTY COMMI$$IONERS COUNTY HEALTH DISTRICT AUTHORIZED TO EXECUTE THE SAID INSTRUMENT ON BEHALF OF SAID EXAMINED AND APPROVED THIS DAY OF ,19 THIS BINDING SITE PLAN WAS APPROVED AND ACCEPTED BY THE COUNTY DATE PARTNERSHIP. COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON, ON THIS DAY SPOKANE COUNTY HEALTH OFFICER _ OF ' 19 COUNTY ASSESSOR JARVIS PROPERTIES DATE EXAMINED AND APPROVED THIS DAY OF ' 19 m SPOKANE COUNTY ASSESSOR BY DEPUTY AND EXECUTED THE WITHIN AND FOREGOING INSTRUMENT, AND VIS PROPERTIES, A WASHINGTON ACKNOWLEDGED TO ME THAT THEY SIGNED THE SAME AS THERE FREE AND PARTNERSHIP WHO EXECUTED THE WITHI NS- Ti3MEA1 , VOLUNTARY ACT AND DEED, FOR THE USES AND PURPOSES THEREIN AND ACKNOWLEDGED THE SAID INSTRUMENT TO BE THE FREE AND MENTIONED. VOLUNTARY ACT AND DEED OF SAID PARTNERSHIP FOR THE USES AND _ PURPOSES THEREIN MENTIONED AND ON OATH STATED THAT HE WAS ., COUNTY COMMI$$IONERS AUTHORIZED TO EXECUTE THE SAID INSTRUMENT ON BEHALF OF SAID THIS BINDING SITE PLAN WAS APPROVED AND ACCEPTED BY THE COUNTY DATE PARTNERSHIP. COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON, ON THIS DAY _ OF ' 19 DATE JARVIS PROPERTIES DATE WITNESS MY HAND AND OFFICIAL SEAL HERETO AFFIXED THE DAY AND YEAR ABOVE WRITTEN. WITNESS MY HAND AND Or SEAL HERETO AFFIXED THE DAY CHAIRMAN, SPOKANE COUNTY COMMISSIONERS YEAR ABOVE WRITTEN. PRELINII NOT FOR CONSTRUCTION NOTARY PUBLIC IN AND FOR THE STATE OF NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, RESIDING IN SPOKANE. WASHINGTON, RESIDING IN SPOKANE COUNTY TREASURER 8 P 12 1 91 I DO HEREBY CERTIFY THAT ALL TAXES WHICH HAVE BEEN LEVIED AND REVISIONS SCA L E BECOME CHARGEABLE AGAINST THE LAND SHOWN WITHIN THIS MAP HAVE ... BEEN FULLY PAID THIS DAY OF , 19 e � s, a s ®Taylor engineering, Inc. ;w Civil Design and Land Planning SPOKANE COUNTY TREASURER BY DEPUTY 4 ; { PLAN NUMBER Y { J6 .. / / �/D. .+ 9 / O Z /is vw W . 0 N T G 9v DA E: ---.L_ APP. . CK'D: DATE: APP.: - - - -- i L r G� L.J il. �-- J t t 30 I 0 A • 15' GRAVEL TRANSITI SECTION �■�ti,i JIM ,® e � BEGIN CONSTRUCTION STA. 0+00 Z N � LL INSTALL TYPE "A" DRYWELL 0 Z 37' LT. OF STA. 0 +40 Q SEE DETAIL ON QWG.i LL J TOP OF GRATE EEL. = 1967.5 Y BOTTOM OF SWALE 40' EL .1967.0 SEE 208 SWALE DETAIL DWG .11 y 30' DRAINAGE ESMNT. I I i 15 DEDICATED ' " r ' 1 RIGHT OF WAY ' S.o' R.68.20 ER. 68.00 ER.68.20 Iin 130' INSTALL SIDEWALK CURB INLET LT. OF STA.0 +50 SEE DETAIL ON DWG. I 30' V:I *t 9.0 156. r I BARN r STA.2 +3679 INDIANA AVE. STA.0 +00 SKIPWORTH LN. m r(TBM) PK NAIL IN POWER POLE. ELEV. = 1971.91 • 20 o O T.C. EL. 1970.29 GUTT. EL.69.77 _INDIANA° O o - � AVE. 20' TRANSITION SECTION 30' N REGION N O. STATE 10 WASH 30' 1.5' FED. AID PROJECT NO. SHEET NO. OF (FUTURE) 1.0 1" 6' - -->s• 10, 10' 20 6' I.0' SECTION NO SCALE NOTES: I. THE TOP COURSE FOR ALL BASE SECTIONS SHALL BE 6" OF 5/8" MINUS CRUSHED SURFACING. BASE SHALL CONFORM TO ALL W.S.D.O.T. SPECS. 2. ALL A.C.P. SHALL BE CLASS ° B" IN ACCORDANCE WITH W.S.D.OT. SPECS. WITH MIX DESIGN APPROVED BY SPOKANE COUNTY. rn • 20 o O T.C. EL. 1970.29 GUTT. EL.69.77 _INDIANA° O o - � AVE. 20' TRANSITION SECTION 30' N REGION N O. STATE 10 WASH 30' 1.5' FED. AID PROJECT NO. SHEET NO. OF (FUTURE) 1.0 1" 6' - -->s• 10, 10' 20 6' I.0' SECTION NO SCALE NOTES: I. THE TOP COURSE FOR ALL BASE SECTIONS SHALL BE 6" OF 5/8" MINUS CRUSHED SURFACING. BASE SHALL CONFORM TO ALL W.S.D.O.T. SPECS. 2. ALL A.C.P. SHALL BE CLASS ° B" IN ACCORDANCE WITH W.S.D.OT. SPECS. WITH MIX DESIGN APPROVED BY SPOKANE COUNTY. Y " I. ��